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Miscellaneous - Lucent Technologies Inc. Phase II
X41. ��14 .c2 ,S� 0 S�tS e 2TLAIIJ�vr�� s:1. N l"-9124- t�� ts, r ,eG 3,3 Weston Solutions, Inc. 1 Wall Street Manchester, New Hampshire 03101-1501 603-656-5400 • Fax 603-656-5401 ® www.westonsolutions.com Building Department Town of North Andover 1600 Osgood Street North Andover, Massachusetts 01845 Re: Notice of Activity and Use Limitation Former Lucent Technologies Merrimack Valley Works 1600 Osgood Street North Andover, Massachusetts 01845 MassDEP RTN: 3-0174 To Whom It May Concern: 7 August 2008 The purpose of this letter is to inform you that on 31 July 2008, a Notice of Activity and Use Limitation (AUL), a copy of which is enclosed, was recorded with the North Essex County Registry of Deeds in _ Book 11271, Page 142. The AUL affects a portion of the former Lucent Technologies Merrimack Valley Works located at 1600 Osgood Street in North Andover, Massachusetts. It identifies certain activities and uses that are inconsistent with maintaining a condition of No Significant Risk at the subject property. Such activities and uses are so identified in order to prevent exposures to residual hazardous 'material - contaminated soil located in various areas of the property. The AUL identifies those activities and uses that are consistent with maintaining a condition of No Significant Risk and those obligations and conditions necessary to ensure that a condition of No Significant Risk continues to exist at the property for the foreseeable future. This public notification is being provided pursuant to the Massachusetts Contingency Plan, 310 Code of Massachusetts Regulations (CMR) 40.1090 and 310 CMR 40.1403(7)(a). If you have any questions, please call me or Jim Soukup at (603) 656-5400. Very truly yours, WESTON SOLUTIONS, INC. Frederick R. Symmes, P.E. Project Manager FRS:kmc Enclosure cc: J. Soukup, WESTON O. Goldstein, Ozzy Properties M. Rosen, Devine Millimet F. Lilley, Golder G. Vierkant, Alcatel -Lucent G. Fisher, Alcatel -Lucent an employee -owned company GAPROJECTS\11621039\AUL\MassDEP Submittal\Building Dept Letter.DOC CS 9k 11271 Ps142 07-31-2008 a 03:37P Form 1075 NOTICE OF ACTIVITY AND USE LIMITATION M.G.L. c. 21E, § 6 and 310 CMR 40.0000 Disposal Site Name: Former Merrimack Valley Works DEP Release Tracking No.(s): 3-0174, 3-21863, 3-23204, 3-25333 This Notice of Activity and Use Limitation ("Notice") is made as of this 29th day of July, 2008, by 1600 Osgood Street, LLC having a principal place of business at 3 Dundee Park, Andover, MA 0 18 10, together with its successors and assigns (collectively "Owner"). WITNESSETH: WHEREAS, 1600 Osgood Street, LLC is the owner in fee simple of that certain parcel of land located in North Andover, Essex County, Massachusetts with the buildings and improvements thereon, pursuant to a deed recorded with the North Essex County Registry of Deeds in Book 8213 Page 272 as subdivided pursuant to a Plan recorded in the North Essex County Registry of Deeds as Plan No. 153.96, with a portion thereof being conveyed pursuant to a Deed recorded at the North Essex County Registry of Deeds in Book 10590, Page 0007; as further subdivided pursuant to a Plan recorded in Essex North Registry of Deeds as Plan No. 15932, with a portion thereof conveyed pursuant to a Deed recorded in the North Essex County Registry of Deeds at Book 11180, Page 289; and as further subdivided pursuant to a Plan recorded in the North Essex County Registry of Deeds as Plan No. 15933, with a portion thereof conveyed pursuant to a Deed recorded in the North Essex County Registry of Deeds at Book 11180, Page 290; WHEREAS, said parcel of land, which is more particularly bounded and described in Exhibit A, attached hereto and made a part hereof ("Property") is subject to this Notice of Activity and Use Limitation; WHEREAS, a portion of the Property ("Portion of the Property") is subject to this Notice of Activity and Use Limitation. The Portion of the Property is more particularly bounded and described in Exhibit A-1, attached hereto and made a part hereof. The Portion of the Property is shown on a plan recorded with the North Essex County Registry of Deeds as Plan No. 15939, and on a sketch plan attached hereto and filed herewith for registration; WHEREAS, the Portion of the Property comprises all of several disposal sites as the result of a release of oil and/or hazardous material. Exhibit B is a sketch plan showing the relationship of the Portion of the Property subject to this Notice of Activity and Use Limitation to the boundaries of said disposal site existing within the limits of the Property and to the extent such boundaries have been established. Exhibit B is attached hereto and made a part hereof; and V , WHEREAS, one or more response actions have been selected for the Disposal Site in accordance with M.G.L. c. 21E ("Chapter 21E") and the Massachusetts Contingency Plan, 310 CMR 40.0000 ("MCP")., Said response actions are based upon (a) the restriction of human access to and contact with oil and/or hazardous material in soil and/or groundwater and/or (b) the restriction of certain activities occurring in, on, through, over or under the Portion of the Property. The basis for such restrictions is set forth in an Activity and Use Limitation Opinion ("AUL Opinion"), dated 29 July 2008, (which is attached hereto as Exhibit C and made a part hereof); NOW, THEREFORE, notice is hereby given that the activity and use limitations set forth in said AUL Opinion are as follows: 1. Activities and Uses Consistent with the AUL Opinion. The AUL Opinion provides that a condition of No Significant Risk to health, safety, public welfare or the environment exists for any foreseeable period of time (pursuant to 310 CMR 40.0000) so long as any of the following activities and uses occur on the Portion of the Property: (i) Commercial, retail and industrial activities and uses including but not limited to vehicle parking and pedestrian and vehicular traffic; (ii) Landscaping activities and routine maintenance of landscaped areas that do not cause and/or result in direct contact with, disturbance of, and/or; relocation of, contaminated soil, groundwater, and/or soil vapor currently located at the Disposal Sites; (iii) Excavation associated with emergency or short-term (three months or less) underground utility and/or construction work, provided it is conducted in accordance with a Soil Management Plan and a Health and Safety Plan in accordance with Obligations (i) and (ii) of this Notice; and involves the repair and/or replacement of the ground surface, exterior pavement, or building ground or sub floor with a comparable barrier immediately following completion of the work; (iv) Activities and uses that are not inconsistent with maintaining a level of No Significant Risk at the Portion of the Property; (v) Such other activities or uses which, in the Opinion of an LSP, shall present no greater risk of harm to health, safety, public welfare or the environment than the activities and uses set forth in this Paragraph; and (vi) Such other activities and uses not identified in Paragraph 2 as being Activities and Uses Inconsistent with the AUL. 2. Activities and Uses Inconsistent with the AUL Opinion. Activities and uses which are inconsistent with the objectives of this Notice of Activity and Use Limitation, and which, if implemented at the Portion of the Property, may result in a significant risk of harm to health, safety, public welfare or the environment or in a substantial hazard, are as follows: (i) Use as a residence, school (as defined in the LSP Activity and Use Limitation Opinion in Exhibit C), nursery, daycare, park, playground, or recreation area (as defined under 310 CMR 40.0000), and/or other such use at which a child's presence is likely on a continuous basis; (ii) Use for gardening or agriculture including cultivation of fruits and vegetables for human consumption; (iii) Activities and/or uses that are likely to involve the removal and/or disturbance of exterior pavements, surface soil, and/or building ground or sub -grade floors and /or the disturbance of the contaminated soil located immediately beneath these structures without prior development of a Soil Management Plan and a Health and Safety Plan in accordance with Obligation (i) and (ii) of this Notice; (iv) Relocation and/or reuse of any contaminated soil unless an LSP renders an Opinion that states that such relocation and/or reuse is consistent with maintaining a condition of No Significant Risk and with the provisions of 310 CMR 40.0030; and (v) Activities and/or uses that could reasonably be expected to cause physical .or chemical deterioration, breakage, or structural damage to a building slab, sub floor and/or exterior pavement thereby causing exposure to contaminated media that is inconsistent with a condition of No Significant Risk as defined by the risk characterization conducted in accordance with 310 CMR 40.0900. (vi) Activities and/or uses that could increase the potential for migration of organic vapors into the indoor air of buildings within the Portion of the Property unless an LSP renders an Opinion that such activities and/or uses will not be inconsistent with the exposure scenarios and conclusions of the risk assessment, conducted in accordance with 310 CMR 40.0900, that is applicable to the specific area of work. 3. Obligations and Conditions Set Forth in the AUL Opinion. If applicable, obligations and/or conditions to be undertaken and/or maintained at the Portion of the Property to maintain a condition of No Significant Risk as set forth in the AUL Opinion shall include the following: (i) A Soil Management Plan, Release Abatement Measure Plan, Utility -Related Abatement Measure Plan, Phase IV Remedial Implementation Plan, or applicable other vehicle provided under 310 CMR 40.0000 must be prepared by an LSP and implemented prior to the commencement of any activity that is likely to disturb the contaminated soil located beneath the pavement or buildings within the Portion of the Property. The applicable Plan(s) must be prepared in accordance with the provisions of 310 CMR 40. 0000, specifically the "Management Procedures for Remediation Waste" stipulated at 310 CMR 40.0030 and the guidelines discussed in the LSP Activity and Use Limitation Opinion attached hereto as Exhibit C; (ii) A Health and Safety Plan must be prepared and implemented in accordance with the guidelines discussed in the Activity and Use Limitation Opinion attached hereto as Exhibit C prior to the commencement of any activity that involves the removal and/or disturbance of any pavement or building ground or sub floor and/or is likely to disturb the underlying contaminated soil within the Portion of the Property; (iii) Building ground or sub grade floors in both existing and future buildings, existing and future exterior pavements, and/or any other means used for precluding contact with underlying contaminated soils must be constructed and maintained to ensure that underlying contaminated soils remain inaccessible; (iv) Prior to activities and/or uses that could increase the potential for migration of organic vapors into the indoor air of buildings within the Portion of the Property, an LSP must render an Opinion that these activities/uses are not inconsistent with the exposure scenarios and conclusions of the risk assessment, conducted in accordance with 310 CMR 40.0900, that is applicable to the specific area of work; and (v) New buildings or structures shall be designed and constructed with a vapor barrier or subslab venting system to prevent the migration of vapors from underlying contaminated soils or groundwater to the interior of the buildings or structures. The design of these barriers and subslab ventilation systems shall be approved by an LSP prior to construction. Any such barriers or systems shall be properly operated and maintained such that they continue to function as designed. 4. Proposed Changes in Activities and Uses. Any proposed changes in activities and uses at the Portion of the Property which may result in higher levels of exposure to oil and/or hazardous material than currently exist shall be evaluated by an LSP who shall render an Opinion, in accordance with 310 CMR 40.1080 et seq., as to whether the proposed changes will present a significant risk of harm to health, safety, public welfare or the environment. Any and all requirements set forth in the Opinion to meet the objective of this Notice shall be satisfied before any such activity or use is commenced. 5. Violation of a Response Action Outcome. The activities, uses and/or exposures upon which this Notice is based shall not change at any time to cause a significant risk of harm to health, safety, public welfare, or the environment or to create substantial hazards due to exposure to oil and/or hazardous material without the prior evaluation by an LSP in accordance with 310 CMR 40.1080 et seq., and without additional response actions, if necessary, to achieve or maintain a condition of No Significant Risk or to eliminate substantial hazards. If the activities, uses, and/or exposures upon which this Notice is based change without the prior evaluation and additional response actions determined to be necessary by an LSP in accordance with 310 CMR 40.1080 et seq., the owner or operator of the Portion of the Property subject to this Notice at the time that the activities, uses and/or exposures change, shall comply with the requirements set forth in 310 CMR 40.0020. 6. Incorporation Into Deeds, Mortgages, Leases, and Instruments of Transfer. This Notice shall be incorporated either in full or by reference into all future deeds, easements, mortgages, leases, licenses, occupancy agreements or any other instrument of transfer, whereby an interest in and/or a right to use the Property or a portion thereof is conveyed. Owner hereby authorizes and consents to the filing and recordation and/or registration of this Notice, said Notice to become effective when executed under seal by the undersigned LSP, and recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office. WITNESS the execution hereof under seal this 41 day of , 2008. By its Manager, as duly authorized Orit Goldstein, Manager 1600 Osgood Street, LLC. COMMONWEALTH OF MASSACHUSETTS Essex , ss'"' , 2008 On this A day of 2008, before 'me, the undersigned notary public, personally appeared Orit Godldstein,Zlte oved to me through satisfactory evidence of identification, which were ktIOW4, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that (he) (she) signed it voluntarily for its stated purpose. SUZAN M. MOFF * Notary Public Commrmwea{sh of Massachusetts My Commission Expires March 7, 2014 Notary Public VW) The undersigned LSP hereby certifies that he executed the aforesaid Activity and Use Limitation Opinion attached hereto as Exhibit C and made a part hereof and that in his Opinion this Notice of Activity and Use Limitation is consistent with the terms set forth in said Activity and Use Limitation Opinion. Date: � 4 R' WaKiesd. Soukup, LSP COMMONWEALTH OF MASSACHUSETTS Essex , ss '� , 2008 On this A day of / , 2008, before me, the undersigned notary public, personally appeared James Y. Soukup, proved to me through satisfactory evidence of identification, which were t4kA \—;L, �� � ��� `, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. - SUZA 1 M. MOFFW *� Notary Public Cornrnonwe,alth of Masscaehuseth My Cornmission Expires �• March 7, 2Q14 Notary P4blic Upon recording, return to: 1600 Osgood Street, LLC 1600 Osgood Street Suite 200 North Andover, MA 01845 Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 1 of 3) A certain tract or parcel of land situate in the Commonwealth of Massachusetts, County of Essex and Town of North Andover and located on the westerly side of Osgood Street being more particularly bounded and described as follows: Beginning at a granite bound on the westerly sideline of said Osgood Street at other land now or formerly of 1600 Osgood Street, LLC, said point being the southeast corner of the within described premises; Thence by said other land of 1600 Osgood Street, LLC, Inc. S68°32'45"W one thousand four hundred eighty-one and eighty-four hundredths (1,481.84) feet to a granite bound at land now or formerly of the Commonwealth of Massachusetts; Thence by land of said Commonwealth of Massachusetts N62° 12'23 "W seven hundred fifty-eight and ninety-eight hundredths (758.98) feet to a granite bound at other land now or formerly of the Commonwealth of Massachusetts; Thence by said other land of the Commonwealth of Massachusetts N43°50'26"W one hundred seventy and five hundredths (170.05) feet to a granite bound; Thence continuing partly by said other land of the Commonwealth of Massachusetts and partly by land now or formerly of North Andover 2004, LLC NO1 °29'29"E two hundred seventy- three and seventy-nine hundredths (273.79) feet to a granite bound; Thence continuing by land of said North Andover 2004, LLC N10°39'45"W sixty-nine and ninety-eight hundredths (69.98) feet to a granite bound; Thence continuing by land of said North Andover 2004, LLC N23°51'01"W one thousand three and eighty hundredths (1003.80) feet to a granite bound at land now or formerly of the Massachusetts Bay Transportation Authority (formerly Boston & Maine Railroad); Thence by land of said Massachusetts Bay Transportation Authority the following five (5) courses: N38°18'43"E seven hundred forty and ninety hundredths (740.90) feet to granite bound; Thence N43° 10' 14"E one hundred and thirty-six hundredths (100.36) feet to a point; Thence N37°09'59"E one hundred and two hundredths (100.02) feet to a point; Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 2 of 3) Thence N34135'35"E one hundred and twenty-one hundredths (100.21) feet to a granite bound; Thence N38°18'43"E three hundred thirty-seven and sixteen hundredths (337.16) feet to a point at land now or formerly of Osgood Landing, LLC; Thence by land of said Osgood Landing, LLC the following four (4) courses: S13°45'07"E one hundred forty-four and sixty-six hundredths (144.66) feet to a point; Thence N76°15'01"E sixty-six and six hundredths (66.06) feet to a point; Thence N47°21'57"E eighteen and fifty-four hundredths (18.54) feet to a point; Thence N76°24'06"E three hundred three and no hundredths (303.00) feet to a point at other land of 1600 Osgood Street LLC; Thence by other land of said 1600 Osgood Street LLC S13°45'07"E two hundred eighty and forty hundredths (280.40) feet to a point; Thence continuing by other land of said 1600 Osgood Street LLC N76°14'53"E nine hundred fifty-five and no hundredths (955.00) feet to a point on the westerly sideline of said Osgood Street; Thence along the westerly sideline of said Osgood Street the following seven (7) courses: S03°11'18"E forty-four and sixty-nine hundredths (44.69) feet to a mass highway bound; Thence along a curve to the left 10° 14'15 ", a radius of three thousand one hundred twelve and fifty-seven hundredths (3,112.57) feet and an arc length of five hundred fifty-six and fourteen hundredths (556.14) feet to a point; Thence S13°25'32"E six hundred forty-four and twenty-two hundredths (644.22) feet to a point; Thence S76°22'47"W fifteen and ten hundredths (15.10) feet to a lead plug with tack in the sidewalk; Thence S13°37'13"E four hundred fifty-seven and eighty-one hundredths (457.81) feet to a mass highway bound; Form 1075 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 3 of 3) 310 CMR 40.1099 Thence along a curve to the right having a central angle of 06°42'56", a radius of one thousand five hundred and no hundredths (1,500.00) feet and an arc length of one hundred seventy-five and eighty-one hundredths (175.81) feet to a mass highway bound; Thence SO l ° 12' 17"W three hundred forty-five and twenty-four hundredths (325.24) feet to the point of beginning. Said tract or parcel of land contains 5,181,217 square feet or 118.945 acres more or less. Form 1075 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A-1 Written Legal Description AUL Area (page 1 of 2) 310 CMR 40.1099 A certain tract or parcel of land situate in the Commonwealth of Massachusetts, County of Essex and Town of North Andover on the westerly side of Osgood Street and shown as `ACTIVITY AND USE LIMITATION AREA' on a plan entitled `Plan of Land, Assessors Map 34 Lot 17, 1600 Osgood Street North Andover, Massachusetts Prepared for Weston Solutions'; Scale: 1"=160% Date: May 14, 2008 by MHF Design Consultants, Inc. and to be recorded at the North Essex County Registry of Deeds being more particularly bounded and described as follows: Beginning at a point at the southeast corner of Building 30 as shown on said plan, said point being N30°56'03"W nine hundred ninety-two and eighteen (992.18) feet from a 6"x6"granite bound at the southeast corner of Map 34 Lot 17 as shown on said plan; Thence along the face of said Building 30 S76°22'20"W four hundred fifty-three and twenty-six hundredths (453.26) feet to a point; Thence S13°48'52"E two hundred sixteen and seven hundredths (216.07) feet to an iron pin; Thence S76°38' 19"W three hundred fifty-five and seventy-one hundredths (355.71) feet to an iron pin; Thence N74°50'53"W two hundred eighteen and fifty-four hundredths (218.54) feet to an iron pin; Thence N13°26'51"W seven hundred thirty-nine and forty-two hundredths (739.42) feet, partly along the face of Building 44 & 45, to an iron pin; Thence S76033'11"W three hundred fifty-seven and two hundredths (357.02) feet to an iron pin; Thence N13°30'58"W four hundred twenty and three hundredths (420.03) feet to an iron pin; Thence along a curve to the right having a central angle of 50°51'50", a radius of one hundred eighty and no hundredths (180.00) feet and an arc length of one hundred fifty-nine and seventy-nine hundredths (159.79) feet to an iron pin; Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A-1 Written Legal Description AUL Area (page 2 of 2) Thence N37°20'52"E four hundred twenty-one and thirty-three hundredths (421.33) feet to an iron pin; Thence S13°24'36"E two hundred eighty three and twelve hundredths (283.12) feet to an iron pin; Thence N75°54'24"E two hundred twenty-nine and five hundredths (229.05) feet to an iron pin; Thence S13°33'59"E three hundred twenty-two and seventy-eight hundredths (322.78) feet to an iron pin; Thence N76°2253"E seven hundred thirty-two and eight hundredths (732.08) feet to a point along the face of Building 21; Thence S13°37'40"E eight hundred fifty-one and ninety-nine hundredths (851.99) feet, partly along the face of said Building 30, to the point of beginning. Said tract or parcel of land contains 1,284,217 square feet or 29.482 acres more or less Form 1075 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit B Sketch of Disposal Sites in Relation to the AUL Area (See Next Page) 310 CMR 40.1099 n f I w O N N 03 a- T' ) Q O Z- = O o w 3 ZCD x cD In Lu LLJ J N Z Z 0 Q _ 3 W a 00 U O to ( \Z _ J O Q 4 a `\° w cr C4 a VIZ., A 00 vi O V) FQ �� z� Q to �Fj w 116 W� 0yG1+� o rn Q .S wig �a2F O 00 O IrA W JGmC \ \ 0LO 5 I� Q O m (� J Dt 7 Q 40R RESIDENTUL MIXED-USE ZONE V) Q � 40R MIXED USE DEVELOPMENT 20NE w U Z w Z Y © © < Q Lu O U + 4OR MIXED USE DEVELOPMENT ZONE 4OR BUSINESS OPPORNNTIY ZONE 44 F F O O I w a r 4 F t` O Q F r 5� n '' ^^ n O Q N it R (/) n p W w z W j r O 1� LL U) GG Z F Q= 0 r PJ o v' � � S ;PRIG+ ��f°°0 i�F W C) r1N r Qom^ QNoaN Jm� r' Q O �N mO �-- U) a a. � m(n A 0 O Lr ©� S =LL N ❑J © W0� OZ a �a �a J � O Z i N� ZONE O40R BUSINESS OPPORN 002 IC d m 11 Form 1075 310 CMR 40.1099 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit C AUL Opinion In accordance with the requirements of 310 CMR 40.1074, this Activity and Use Limitation (AUL) Opinion has been prepared for the portion of the property at 1600 Osgood Street in North Andover (formerly known as the Merrimack Valley Works) that is the subject of an AUL (Portion of the Property). In addition to the primary address of 1600 Osgood Street, this AUL also applies to 1590, 1610, and 1636 Osgood Street; which are tenant addresses within the main parcel. The AUL will be recorded in the North Essex County Registry of Deeds. As of the date of this AUL Opinion, the Portion of the Property is located within an area zoned for commercial and industrial uses. Introduction The former Merrimack Valley Works is a 1,900,000 square -foot manufacturing facility that was located on 168 acres of land off of Osgood Street (Route 125) in North Andover. The original 168 -acre property included approximately 115 acres that were historically used by Lucent Technologies Inc. and it predecessors for manufacturing operations. The remaining 53 acres included landscaped area and undeveloped.woodlands, wetlands, and flood plain. The original 168 acres was subdivided by Plan dated May 15, 2006, recorded January 16, 2007 as Plan Number 15396, into two parcels; and was further subdivided pursuant to Plans dated March 13, 2008 and recorded at the North Essex Registry of Deeds as Plans No. 15932 and 15933 (accompanied by Deeds adjusting said lot line recorded in Book 11180,Pages 289 and 290 and Book 10590, Page 7). The parcel that is the subject of this AUL is a portion of Town of North Andover Assessors Map 34, Lot 17 (Lot 17), as shown on Plan No. 15932, and described in those Deeds set forth hereinabove. Lot 17 is 118.9 acres and encompasses the developed or industrial/commercial core of the original 168 acre property. There are currently more than 40 buildings/structures located on Lot 17 which comprised the industrial/commercial core of the former Lucent Merrimack Valley Works or facility. After its construction in 1956, the facility was used for manufacture of equipment and components for the telecommunications industry. Starting in 1995, manufacturing operations were scaled back significantly at the site. Lucent sold the property to 1600 Osgood Street, LLC in 2003. 1600 Osgood Street LLC manages the property and has since leased various portions of the site to other businesses. At this time the uses of the property are generally commercial with some light manufacturing. As additional tenant spaces are leased, tenants are expected to change to include some retail uses. For the foreseeable future, uses are expected to remain commercial and/or industrial with some retail uses. Future use of the site for residences and schools for grades 12 and under are inconsistent with the exposure scenarios included in the risk assessments that have been conducted to date for certain areas of the property. The street address used historically for this Site is 1600 Osgood Street. As new tenants are added to Lot 17 additional street addresses may be added. Form 1075 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts 310 CMR 40.1099 The properties adjacent to the former Merrimack Valley Works are mainly used for industrial and commercial purposes. A,few residential properties are also present near the far northeastern corner of the facility. A small, unnamed intermittent stream is located in the northwest portion of the property. The unnamed stream flows northward and discharges to the Merrimack River, which is located along the northern boundary of the property. . Hazardous chemicals, predominately chlorinated solvents, such as trichloroethene (TCE) and 1,1,1 -trichloroethane (111 -TCA), and various metals were historically stored at the site and used in large quantities during the manufacturing process. These hazardous materials are no longer used or stored at the facility. As a result of historic spills at the facility, there are several areas of contaminated soil and groundwater within the former manufacturing areas of the Merrimack Valley Works. These areas are regulated under the Massachusetts Contingency Plan (MCP) under Release Tracking Numbers (RTNs) 3-0174, 3-21863, 3-23204 and 3-25333, which are discussed below. MCP Site History RTN 3-0174 Buildings 70/71 Buildings 70 and 71 are large multi -story warehouse/manufacturing buildings located near the center of the property. The area to the south of Building 70 (including the area beneath Building 71) had historically been the location of several .large underground storage tanks and a pumping system used for the storage and transfer of solvents used in the manufacturing process at the Merrimack Valley Works. Releases associated with these tanks and the pumping system have resulted in significant contamination of soil and groundwater in this area. The primary contaminants are TCE, 111 -TCA, and the degradation products of these chemicals such as 1,1 - and 1,2-dichloroethene. Environmental investigations and remediation have been ongoing in this area since the late 1980s, when the tanks were removed and the contamination was first discovered. The investigations have included extensive soil, groundwater, and indoor air sampling. Remediation of this area has been ongoing since 1990. Initially a pump -and -treat system was installed in Building 51 to treat the downgradient dissolved contaminant plume. Source area treatment commenced in 2002 when groundwater and soil vapor extraction and treatment were implemented. The source area treatment program was expanded in 2003 with implementation of in situ chemical oxidation (ISCO) The ISCO program included the installation of 160 injection wells within Buildings 70 and 71 and in the exterior area to the south. Several injections of sodium permanganate, a chemical that oxidizes and destroys groundwater contaminants, have been completed and a substantial reduction in contaminant concentrations has been observed. The injections will continue until the cleanup goals are reached. The soil vapor extraction (SVE) system continues to operate to remove volatile organic compounds (VOCs) in the contaminant source area and intercept vapors beneath the buildings. Prior to commencement of the ISCO program, a risk characterization was preformed to evaluate the risk to workers from VOCs in indoor air. The risk characterization Form 1075 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts 310 CMR 40.1099 concluded that a condition of No Significant Risk existed for adult workers in Building 70/71 as long as the existing SVE system is operated with no extended downtime. It is anticipated that once the remediation activities have been completed, a revised risk characterization will be performed to confirm that a condition of No Significant Risk exists at the site without active subslab vapor removal. The exposure scenarios for the risk characterization will be based on future commercial and industrial uses of the site that are consistent with the AUL. After it is determined that a condition of No Significant Risk exists for all potential receptors, a Class A-3 Response Action Outcome Statement will be issued for the Disposal Site. RTN 3-0174 Building 30 Building 30 is the largest building at the Merrimack Valley Works. The building was used for manufacture and assembly of various telecommunications equipment. During decommissioning of the building following closure of the plant, it was found that solvents had been released to soil beneath the building through a floor drain in the former machine shop. Testing of soil and groundwater beneath the building confirmed that contamination, primarily TCE, was present in this area. The contamination appears to be limited to the shallow sand aquifer and the unsaturated zone. The impacted area is estimated to be approximately 6,000 square ft. and is entirely located beneath the southeast corner of Building 30. Indoor air sampling indicated that soil vapors had migrated into the building through cracks and around foundation penetrations. Subsequent sealing of the cracks and penetrations have significantly reduced the concentrations of subsurface contaminants in indoor air. As a result of these findings, a remediation system was installed in 2002 that consisted of a series of SVE and air sparging wells designed to remove contamination from the unsaturated zone and from groundwater. As part of the ISCO program that commenced in 2003, injection of sodium permanganate was used instead of the air sparging system for treatment of the saturated zone. Several sodium permanganate injections have been performed and VOC concentrations in groundwater have decreased significantly. Furthermore, concentrations of VOCs in the air extracted from the vadose zone soil by the SVE system have also dropped, suggesting that remediation of the vadose zone soil is nearing completion. Prior to commencement of the ISCO program, a risk characterization was performed to evaluate the risk to workers from VOCs in indoor air. The risk characterization concluded that a condition of No Significant Risk existed for adult workers in Building 30 as long as the existing SVE system is operated with no extended downtime. It is anticipated that once the groundwater remediation has been completed, a revised risk characterization will be performed to confirm that a condition of No Significant Risk exists at the site without active subslab vapor removal. The exposure scenarios for the risk characterization will be based on future commercial and industrial uses of the site that are consistent with the AUL. After it is determined that a condition of No Significant Risk exists for all potential receptors, a Class A-3 Response Action Outcome Statement will be issued for the Disposal. Site. Form 1075 310 CMR 40.1099 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts RTN 3-21863 Former Printed Wire Board (PWB) Shop The former PWB Shop was located in the basement level of the northern section of Building 30 and was used for the production of printed wire boards. This Disposal Site includes not only the former PWB Shop, but the adjacent area to the north (downgradient) and includes portions of several facility buildings, including the main manufacturing building (Building 30), the plant construction storage building (Building 35), modular office buildings (Building 22), and electrical substations (Buildings 47 and 54). In addition to the existing buildings, the PWB Area also encompasses a number of landscaped areas and paved walkways, parking lots, and driveways. A subsurface wastewater piping and utility corridor, which is also included as part of this Disposal Site is located adjacent to and beneath the paved walkway just north of Building 30. Environmental investigations commenced at the former PWB Shop.in the early 1990s, shortly after the Shop was removed from service. In 2002, cyanide was detected in groundwater downgradient of the former PWB Shop at a concentration that exceeded the MCP Reportable Concentration. The disposal site is classified as Tier 1C under the MCP. The Phase H Comprehensive Site Assessment Report was submitted to MassDEP on 23 February 2005. The risk characterization included in the Phase II concluded that a condition of No Significant Risk exists for all current and reasonably foreseeable future uses of.the site, assuming that such uses would be restricted to commercial/industrial activities and children would be present infrequently. The report recommended that an Activity and Use Limitation be implemented to restrict future use to those activities consistent with the Risk Characterization and that a Class B-2 RAO Statement be issued for the Disposal Site. A Phase III Remedial Action Plan was prepared to assess the feasibility of achieving or approaching background, because hazardous materials were identified in soil, groundwater, and indoor air at the site, even though a condition of No Significant Risk was shown to exist. The Phase III was submitted to MassDEP on 9 August 2005 and concluded that the additional cost of cleaning up the site to background conditions was not justified because a condition of No Significant Risk already existed without implementation of remedial measures. It is anticipated that a Class B-2 Response Action Outcome Statement will be filed with MassDEP after this AUL has been recorded. RTN 3-23204 Building 48 Area The Building 48 Area is located near the northwest corner of the 115 -acre manufacturing area of the Merrimack Valley Works and is comprised of Buildings 48 and 49 and the surrounding open areas. Both buildings were constructed in the mid-1980s. Prior to construction of the buildings, the area had been used for the interim storage of drums containing waste solvents and was referred to as the `Barrel Pad". A storage tank, known as the "waste flammable tank," was formerly located to the south of Building 48. The waste flammable tank was reportedly used to store larger volumes of used solvents prior to off-site disposal. The tank is believed to have been Form 1075 310 CMR 40.1099 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts a 3,000 -gallon steel tank that was installed in 1971 and removed in the mid-1980s. Environmental investigations at Building 48 were initiated in 2003 as part of the sale of the Merrimack Valley Works property. Groundwater in the vicinity of Building 48 was found to contain various solvents at concentrations exceeding the MCP Reportable Concentrations and, therefore, a Release Notification Form was submitted to MassDEP on 10 September 2003. The disposal site was classified as Tier II, and the investigation and remediation of the Building 48 area has been conducted under the MCP. In response to the Release Notification Form, MassDEP assigned RTN 3-23204 to the release. A Phase I Initial Site Investigation was submitted to MassDEP along with a Numerical Ranking System Scoresheet and Tier Classification in February 2004. Based on the results of the Numerical Ranking System scoring of the Disposal Site, the Building 48 Area Disposal Site was classified as a Tier II Disposal Site. A Phase H Comprehensive Site Assessment was completed and submitted to MassDEP in June 2004. The Phase II included the installation and sampling of several groundwater monitoring wells and indoor air sampling. Chlorinated VOCs including TCE, PCE, and 111 -TCA, and their breakdown products were found in soil, groundwater, and indoor air. The source of the VOCs is believed to have been spills related to filling and draining of the former waste flammable tank located south of Building 48. Soils located in the area of the former waste flammable tank and the Former Barrel Pad contain low concentrations of VOCs. A plume of contaminated groundwater extends north from the location of the former waste flammable tank towards the Merrimack River, and passes beneath Buildings 48 and 49. A strong upward vertical groundwater gradient is confining the contamination to the shallow overburden. Concentrations of VOCs are highest near the former tank source area to the south of Buildings 48 and 49. Only low concentrations of VOCs are found in the most downgradient monitoring wells located about 300 ft from the Merrimack River, confirming that the plume does not impact water quality in the river. Indoor air within Buildings 48 and 49 has been impacted at very low concentrations by VOCs that are present in groundwater. A comprehensive Method 3 Risk Characterization was prepared as part of the Phase II and concluded that a condition of No Significant Risk exists for current and foreseeable future uses of the site. The risk characterization assumed that the site would not be used for residential purposes and that small children would be present infrequently at the site, in accordance with the requirements of the AUL. It also assumed that site workers would not be routinely exposed to soil at the Disposal Site. A Phase III Remedial Action Plan was prepared to assess the feasibility of achieving or approaching background, because hazardous materials were identified in soil, groundwater, and indoor air at the site even though a condition of No Significant Risk was shown to exist. The Phase III was submitted to MassDEP in February 2005 and concluded that remedial actions were warranted to reduce VOC concentrations in groundwater beneath the existing buildings and in the source area adjacent to the former tank location in an effort to minimize the potential for VOCs to enter the buildings and impact indoor air quality. In situ chemical oxidation using. Form 1075 Exhibit C = AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts 310 CMR 40.1099 sodium permanganate was the selected remedial alternative for the Disposal Site. A Phase IV Remedy Implementation Plan was submitted to MassDEP in February 2005 and the selected remedy was implemented shortly thereafter. Three separate injections of sodium permanganate have been performed and the concentrations of VOCs in groundwater have been significantly reduced. Further injections may be needed to complete the remediation. It is anticipated that a Class A-3 Response Action Outcome statement will be filed for this Disposal Site once the groundwater remediation efforts are completed. RTN 3-25333 Building 34 Building 34 is a two-story structure located between the former PWB Shop and Building 48. It consists of a main building, a covered loading dock along the northern side, and a pole barn attached to the west side. The pole barn area had historically been used for the storage of hazardous waste materials from the manufacturing processes in other portions of the Merrimack Valley Works. The building foundation is a concrete slab with a thickness of approximately 8 inches. Building 34 was initially constructed in the 1960s and the pole barn was added in the mid 1980's. Environmental testing performed in June 2005 identified VOCs including PCE and petroleum hydrocarbons in soil beneath the concrete floor of the pole barn at concentrations exceeding the MCP Reportable Concentrations. A Release Notification Form was filed with MassDEP on 18 October 2005 and RTN 3-35333 was issued for the release. Subsequent investigations included additional soil sampling to determine the extent of the contamination as well as groundwater, soil gas, and indoor air sampling. The results of the investigations were used to prepare a Method 3 Risk Characterization. The risk characterization determined that a condition of No Significant Risk exists for all current and foreseeable future uses of the site that are consistent with the AUL. It is anticipated that a Class B-1 Response Action Outcome Statement will be filed with MassDEP in the near future. Risk Assessment Summary A Method 3 Risk Characterization was completed for each of the Disposal Sites at the Merrimack Valley Works. All of the risk characterizations, assumed that exposure to contaminated soil, groundwater and indoor air would be limited to long-term adult site workers (employees of businesses located on the property), construction workers performing temporary utility, landscaping or construction work, and adolescent visitor. It was assumed that children would be present infrequently and that there would be no residential or agricultural use of the property. The results of the various risk characterizations indicate that a condition of No Significant Risk exists at all of the Disposal Sites for current conditions, and that the condition of No Significant Risk will be maintained for future conditions provided that an AUL is placed on a Portion of the Form 1075 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts 310 CMR 40.1099 Property. It was determined that a single AUL would be implemented to cover all Disposal Sites at the Merrimack Valley Works for the following reasons: The five Disposal Sites are all on the same parcel of land (Lot 17) and are located in close proximity to each other, • All Five of the Disposal Sites are related to the same manufacturing facility, • The areas between the Disposal Sites are also part of the manufacturing facility and were therefore potentially subject to the same uses and chemicals that resulted in the releases described above. For current and future conditions, a level of No Significant Risk was achieved because; 1. The portion of the property where the AUL will be implemented is currently used and . will continue to be used solely for commercial and industrial purposes; 2. Cumulative receptor risks for construction worker, utility worker, and adolescent visitor are below the cumulative receptor risk limits established by the Massachusetts Department of Environmental Protection; 3. Concentrations in soil are below Upper Concentration Limits; 4. No risks to public safety or welfare are present; and 5. A Stage I Environmental Screening indicates a condition of No Significant Risk is present for environmental receptors. In addition, for future conditions a level of No Significant Risk will be maintained provided that: 1. Access to contaminated soils is prevented by buildings/pavement or 3 feet of clean soil; 2. There is compliance with the soil excavation and management provisions, and obligations of the AUL; 3. Residential, schools for kindergarten through 12`h grade, day care and recreational uses where children under 19 years of age could be present are not permitted (this means children will only be permitted in the portion of the site covered by the AUL as visitors, or customers of commercial enterprises (inclusive of retail or manufacturing activities) and that they cannot regularly occupy the area covered by the AUL); . 4. Use of the portion of the property covered by the AUL for growing of fruits and vegetables for human consumption is not permitted; and 5. An AUL is placed on the Disposal Site that maintains these conditions. Form 1075 310 CMR 40.1099 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Evaluation of the exposure scenarios conducted as part of the risk characterization assumed that: • The on-site worker would be exposed 5 days per week, 260 days per year for a period of 25 years, • The construction worker would be exposed 5 days per week over a period of 6 months, • A utility worker for 1 day per year over a period of 20 years or 20 days in a single year, and • A landscaper for 2 days per week, 7. months per year over a period of 20 years. • An older child (7 to 18 years) would trespass 62 days per year. • Children less than 19 years of age would visit the facility for commercial uses but would have no contact with contaminated soil. Because unacceptable future risks could occur if current conditions were to change, the imposition of an AUL is appropriate in order to maintain a condition of No Significant Risk for reasonably foreseeable future uses. Currently, the reasonably foreseeable anticipated future use of the Portion of the Property is for commercial/industrial use. MCP Closure Documentation After the completion of field investigations, site conditions were evaluated to determine if a Permanent Solution could be reached. Based on the results of the site assessments, Method 3 Risk Characterizations were conducted that demonstrated a condition of No Significant Risk exists at the various Disposal Sites, provided an AUL is filed for the Disposal Site to control future uses. Response Action Outcome Statements will be filed for the individual Disposal Sites as discussed above following attainment of the cleanup objectives for those sites. Form 1075 Exhibit C — AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Obligations 310 CMR 40.1099 Obligations are placed on the Owner of the Portion of the Property if activities related to construction and utility work are conducted that disturb contaminated soils. The Disposal Site has localized elevated levels of VOCs and metals. These areas, if disturbed, are required to be managed in accordance with soil management and health and safety practices as specified by 310 CMR 40.0000 and the Obligations specified in this Notice of AUL. If future construction activities are anticipated related to soil excavation whereby contaminated soils will be excavated, disturbed or relocated the provisions of Paragraph 3. (i) and (ii) of this AUL will be followed. It is not the intent of this AUL to require that LSP oversight and monitoring in the AUL Area be required if such superficial activities such as pavement removal or replacement are initiated. The degree of oversight and monitoring will be specified in the Soil Management Plan and Health and Safety Plan. The AUL Area extends to portions of the disposal sites where there are no documented soil impacts above the groundwater table. Form 1075 310 CMR 40.1099 Exhibit D — BWSC Form 113 and 113A 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit D Massachusetts Department of Environmental Protection Activity and Use Limitation Opinion Form BWSC 113A (See Following Pages) L71Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup ACTIVITY & USE LIMITATION (AUL) OPINION FORM Pursuant to 310 CMR 40.1056 & 40.1070 - 40.1084 (Subpart J) DISPOSAL SITE LOCATION: 11. Disposal Site Name: ]FMR LUCENT TECHNOLOGIES MVW Street Address: 11600 OSGOOD ST 13. City/Town: NORTH ANDOVER 1 4. ZIP Code: 01845-0000 ]B. THIS FORM IS BEING USED TO: (check one) BWSC113A Release Tracking Number 174 __7] �✓ 1. Provide the LSP Opinion for a Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1074. 2. Provide the LSP Opinion for an Evaluation of Changes in Land Uses/Activities and/or Site Conditions after a Response Action Outcome Statement, pursuant to 310 CMR 40.1080. Include BWSC113A as an attachment to BWSC113. Section A and C do not need to be completed. 3. Provide the LSP Opinion for an Amended Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1081(4). Ej 4. Provide the LSP Opinion for a Partial Termination of a Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1083(3) . 5. Provide the LSP Opinion for a Termination of a Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1083(1)(d). 6. Provide the LSP Opinion for a Grant of Environmental Restriction, pursuant to 310 CMR 40.1071. ® 7. Provide the LSP Opinion for an Amendment of a Grant of Environmental Restriction, pursuant to 310 CMR 40.1081(3). ® 8. Provide the LSP Opinion for a Partial Release of a Grant of Environmental Restriction, pursuant to 310 CMR 40.1083(2). [] 9. Provide the LSP Opinion for a Release of a Grant of Environmental Restriction, pursuant to 310 CMR 40.1083(1)(c). 10. Provide the LSP Opinion for a Confirmatory Activity and Use Limitation, pursuant to 310 CMR 40.1085(4). (Unless otherwise noted above, all sections of this form (BWSC113A) must be completely filled out, printed, stamped, signed with black ink and attached as an exhibit to the AUL Document to be recorded and/or registered with the Registry of Deeds and/or Land Registration Office.) AUL INFORMATION: 1. Is the address of the property subject to AUL different from the disposal site address listed above? a. No F b. Yes If yes, then fill out address section below. 2. Street Address: 3. City/Town: 4. ZIP Code: Revised: 06/27/2003 Page 1 of 2 R L71Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC113A ACTIVITY & USE LIMITATION (AUL) OPINION FORM Release Tracking Number Pursuant to 310 CMR 40.1056 & 40.1070 - 40.1084 (Subpart J) E - 174 A LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i) the standard of care in 309 CMR 4.02(1), (ii) the applicable provisions of 309 CMR 4.02(2) and (3), and 309 CMR4.03(2), and (iii) the provisions of 309 CMR 4.03(3), to the best of my knowledge, information and belief, > if Section B indicates that a Notice of Activity and Use Limitation is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1074; > if Section 8 indicates that an Evaluation of Changes in Land Uses/Activities and/or Site Conditions after a Response Action Outcome Statement is being submitted, this evaluation was developed in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1080; > if Section 8 indicates that an Amended Notice of Activity and Use Limitation orAmendment to a Grant of Environmental Restriction is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 40.1081; > if Section B indicates that a Termination ora Partial Termination of Notice of Activity and Use Limitation, or a Release or Partial Release of a Grant of Environmental Restriction is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1083; > if Section B indicates that a Grant of Environmental Restriction is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1071; > if Section B indicates that a Confirmatory Activity and Use Limitation is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1085(4); I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP #: 5888 First Name: JAMES J 3. Last Name: Telephone: (603) 656-5480 5. Ext.; �� 6. FAX: Signature: LSP Stamp: Revised: 06/27/2003 KUP 8. Date: 1 E3 *7 /.,-A; /1vo 'I Page 2 of 2 1600 Osgood Street, LLC MANAGER'S CERTIFICATE OF INCUMBENCY VALIDITY AND NO ADVERSE CHANGE I, Orit Goldstein, duly elected manager of 1600 Osgood Street, LLC, a Massachusetts limited liability company, hereby certify that the Consent Action and Votes attached hereto were duly consented to by all of the Managers on July 29, 2008. I further certify that said Consent Actions and Votes are in accordance with law and the Operating Agreement and Certificate of Formation of the Company, and that said Consent Actions and Votes are presently in full force and effect and have not been adversely affected by any other Consent Action or Vote of the Company. I further certify that the following named persons are the present and current Managers of this Company. Manager: Orit Goldstein I further certify that the following named persons have been duly authorized by the Manager and Members to execute any and all other required documents in behalf of this corporation, and the signatures set forth opposite their respective names are their respective and true signatures. ��--7� Orit Goldstein Manager Executed this 29th day of July, 2008. 1600 Osgood Street, LLC Z-21 By: Orit Goldstein Manager PROJECT NUMBER: OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT TITLE: Lucent Technologies Merrimack Valley Works—PHASE—III PROJECT LOCATION: 1 600 rlegnnrl Ct ir An�l��o,- j NAME OF BUILDING: Bldg. 70—first floor area B, B1dg.30 Second floor Area M,N,O,P,U _ . , ., , 71 NATURE'OF PROJECT: Interior RENOVATIONS IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Alfred J. Spagnolo, AIA A REGISTRATION NO. 5082 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: xxREAMMfir,T • ARCHITECTURAL • xSTXUGMLXZALx • IIfi"X4M • `�� ILE • 0T*FERc?8PMT)ffxx FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction. documents. 2. Review and approval of the quality control procedures for all code -required controlled mater 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPEC UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SUBSCRIBED AND SWORM TO BEFORE ME THIS DAY OF SIGNATURE K)r �) 20 D y TARP PUBLIC >:1'r ,;;M;Vli ;SIL, EXPIRES % D Joelle P. Slook Notary Public My Commission Expires December 18» 2009 r. OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works — Phase III PROJECTLOCATION: 1600 Osgood St, N. Andover, MA NAME OF BUILDING: Building 70 — First Floor Area B, Bldg 30 Second Floor — Area M,N,O,P,U NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Alfred J. Melchionda REGISTRATION NO 34857. BEING A REGISTERED PROFESSIONAL ENGINEER/�Dr. T T HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT FIRE PROTECTION ARCHITECTURAL ELECTRICAL STRUCTURAL MECHANICAL OTHER (SPECIFY) X Plumbing FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. Review and approval of the quality control procedures for all code -required controlled materials. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2, I, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UP ION OF THE WORK, I, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJEC @ CCLIP. �MELCHIONDA m PLUMBING v N0.34B57 O co SUBSCRIBED AND SWORM TO BEF " DAY OF March, 2004 NOTARY PUBLIC MY COMMISSION EXPIRES- 5/18/08 �V, N P.•''''•q 41 •�. •O �. rte,. i,<;�• SAS ��.' ��j �,'••S�Ctia1�.•�Gt'� 111!1 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works — Phase III PROJECTLOCATION: 1600 Osgood St, N. Andover, MA NAME OF BUILDING: Building 70 — First Floor Area B, Bldg 30 Second Floor — Area M,N,O,P,U NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Bruce D. Swanton REGISTRATION NO 35501. BEING A REGISTERED PROFESSIONAL ENGINEER/AR-e�If HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT FIRE PROTECTION ARCHITECTURAL ELECTRICAL X STRUCTURAL MECHANICAL• OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2, I, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORT ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I, OR MY AUT 1Z REPRESENTATIVE SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY CO AND READINESS OF THE PROJECT FOR OCCUPANCY. 13RUCE D.3i;�L SWAPIT®t'd ELKTWCAL SIGNATURE No.IM 355RI 46. 19"f#bRIBED AND SWORM TO BEFORE ME THIS 26th DAY OF March, 2004 tcMAL� `�t�►�: PLIC MY COMMISSION EXPIRES- 5/1$/08 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works — Phase III PROJECTLOCATION: 1600 Osgood St, N. Andover, MA NAME OF BUILDING: Building 70 — First Floor Area B, Bldp, 30 Second Floor — Area M,N O P U NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Domenic Ciolino REGISTRATION NO 41630. BEING A REGISTERED PROFESSIONAL ENGINEER/"DrTNRGH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION X ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. Review and approval of the quality control procedures for all code -required controlled materials. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2, I, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINEN NTS TO THE NORTH ANDOVER BUILDING INSPECTOR. N COMPLETION OF W MY AUTHORIZED REPRES TATI SHA T INAL REPORT ASSAT�tla • RY COMPLETION AND OF EFJ�FOR OCCUPANCY. CDO:" ENIC R � CiOL8v0 r;+ FIRE PROTECION SI NATURE No. 41630 WE44zz r•:9��� • y • � SS`s• /jet/Iouil��\\ a SUBSCRIBED AND SWORM TO BEFORE ME THIS 26th DAY NOTARY PUBLIC MY COMMISSION EXPIRES- 5/18/08 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works — Phase III PROJECTLOCATION: 1600 Osgood St, N. Andover, MA NAME OF BUILDING: Building 70 — First Floor Area B, Bldg 30 Second Floor — Area M,N,O,P,U NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Thomas M. Wisnaskas REGISTRATION NO 41859. BEING A REGISTERED PROFESSIONAL ENGINEER/ ^ n rCT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT FIRE PROTECTION ARCHITECTURAL ELECTRICAL STRUCTURAL OTHER (SPECIFY) MECHANICAL •X FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. Review and approval of the quality control procedures for all code -required controlled materials. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2, I, OR MY AUTHORIZED PRESET\ WEEKLY, A PROGRESS REPORT TOGETHER WITH P N ANDOVER BUILDING INSPECTOR. UPON COMPL REPRESENTATIVE SHALL SUBMIT A FINAL REP AND READINESS OF THE PROJE FOR OCCUP WISNASKAS000 u o MECHANICAL iEf god -Q <z. 9 No. 41859 O c� SIGNATURE ���F�S /S T e SUBSCRIBED AND SWORM TO BEFORE ME THIS 26th NOTARY PUBLIC MY COMMISSION EXPIRES- 5/1,1/08 ATIVE SHALL SUBMIT LENTS TO THE NORTH K, I, OR MY'AUTHORIZED 1SFACTORY COMPLETION Weston Solutions, Inc. Suite 100 45 Constitution Avenue Concord, NH 03301 ==%h.. www.westonsolAons.com Board of Health Town of North Andover 1600 Osgood Street Building 20; Suite 2-36 North Andover, Massachusetts 01845 Re: Tier I Permit Extension Former Lucent Technologies Merrimack Valley Works 1600 Osgood Street North Andover, Massachusetts 01845 MassDEP RTN: 3-0174 To Whom It May Concern: 19 September 2013 .I SEP 'Ll 3 Z013 � TOWN OF NORTH Ai46MIR HEALTH DEPARTMENT Weston Solutions, Inc. is notifying the Board of Health that a Legal Notice of Application for Tier I Permit Extension will be published in the September 23, 2013 edition of the Eagle Tribune for the former Lucent Technologies Merrimack Valley Works located at 1600 Osgood Street. An Application for a Permit Extension will be filed with the Massachusetts Department of Environmental Protection (MassDEP) on September 25, 2013. MassDEP last issued a Tier I permit extension for this site on November 5, 2011. This notice is made pursuant to 310 CMR 40.1403. A copy of the Notice of Application for Tier I Permit Extension is enclosed. If you have any questions, please call me or Jim Soukup at (603) 656-5400. Very truly yours, WESTON SOLUTIONS, INC. Frederick R. Symmes, P.E. Project Manager FRS:kmc cc: G. Fisher, Alcatel -Lucent GAPAOJECTS\11621039\Bui1ding_70_71\MassDEP Permits\permit_eMension&}ee-2013\BOH letter.docx NOTICE OF APPLICATION FOR TIER I PERMIT EXTENSION FORMER LUCENT TECHNOLOGIES MERRIMACK VALLEY WORKS 1600 OSGOOD STREET, NORTH ANDOVER, MASSACHUSETTS RELEASE TRACKING NUMBER 3-00174 PERMIT NUMBER W016340 A release of oil and/or hazardous materials has occurred at this location, which is a disposal site as defined by M.G.L. c. 21 E, § 2 and the Massachusetts Contingency Plan, 310 CMR 40.0000. On March 8, 2000, the Department of Environmental Protection (MassDEP) issued a Tier IB Permit for Comprehensive Response Actions at the site. On October 2, 2013, Alcatel -Lucent USA intends to file an Application for a Tier 1 Permit Extension with MassDEP pursuant to 310 CMR 40.0703 and 40.0706. This Application will seek to extend the permit for this site from November 5, 2013 to November .5, 2015 based upon the following rationale: Additional remedial actions are needed before a permanent solution can be achieved. Ongoing remedial actions at the site include: • Building 70/71 in situ chemical oxidation, • Groundwater and indoor air monitoring to verify attainment of cleanup objectives. Anyone interested in reviewing the Application for a Tier I Permit Extension should contact Fred Symmes, Weston Solutions, Inc., 45 Constitution Ave., Concord, NH, 03301 at 603-656-5412 to request a copy of the Application. Written comments related to this Application must be submitted within 20 days of the publication of this notice to: (1) MassDEP Northeast Region, 205B Lowell Street, Wilmington, MA, 01887 by mail or by hand delivery during normal business hours; and (2) Fred Symmes, Weston Solutions, Inc., 45 Constitution Ave, Concord, NH, 03301. Failure to provide written comments as set forth herein may affect your right, if any, to challenge MassDEP's permit decision. The Application and the disposal site file can be reviewed at MassDEP Northeast Region, 205B Lowell Street, Wilmington, MA, 01887, 978-694-3200. Additional public involvement opportunities are available under 310 CMR 40.1403(9) and 310 CMR 40.1404. 1 Location I GOE, No. Date TOWN OF NORTH ANDOVER 41 Certificate of Occupancy $ Building/Frame Permit Fee $ 975,�� '4CHUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 7 t�: Check # 1 5 7 Building Inspector > z p w > m O Z >IM v v = La p_ o Z w az z z Vl _O n � n 1 C C C C r-i„ G C7 m m m z m m p z T O z O z O z- Z p p m w w Y 3L m n ww C Ln rz*f M O '' C — O ' — •• 0 0 0 cr, O O OCA rn m .Y• O C �' z z v:o q c A r z z Y 1 O i C I r= O � z = N� z 1 n I FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that allnecessary approval /permits from �. Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT1 , , �- , S, ' �-'� ►-1yj oC(-lam �i� PHONE l�%� -' 5(/6;2-7� ASSESSORS MAP NUMBER O LOT NUMBER Ge:, SUBDIVISION LOT NUMBER STREET `J STREET NUMBER / G d .............................................■.............................■ OFFICIAL USE ONLY .............................. ................■.............................■ RECOMMENDATIONS OF TOWN AGENTS DATE APPROVED CONSERVATION ADMINISTRATOR DATE REJECTED COMMENTS DATE APPROVED TOWN PLANNER DATE REJECTED COMMENT'S DATE APPROVED FOOD INSPECTOR -'HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR - HEALTH DATE REJECTED CONM ENTS PUBLIC WORKS - SEWER! WATER CONNECTIONS DRIVEWAY PERMIT DATE APPROVED FIRE DEPARTMENT DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE f 3 0 3 S `G 08 rn Q r 0 # (D rn 0 (n (D N O (P 3 2- 0 (D_ O W N U) C (D (D G U) (D CL 1w l\ m w N p 3 3 -;r :T (D -(D a° 0 -w -•S -° U (D a0 Cr D) /� \! 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C2 0 Z-0 `,V =0 =CD L Cl- Er to 0 - rr ca OF CL CCID CO) CA 06 go CA C -CD VJ CA 40C2 �(A w CA to =CD ?w a 0 0 C2 Er 0 0 z CA 5, =CD CD N j. 10 IM CL col C1=* �q cn 0 77' cn A z C ;111 0 Ix pli 0 CR. r z n 5- al It. cp i 10 0 c FACE -B- . Tower Shutdown Weight = 78,090 Pounds Heaviest Load Point = 2,860 Pounds *** The Marley Cooling Tower Company *`* Shutdown Weights (Pounds)(Includes 30 psf Fan Deck Snow Load) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order #168525 North Andover, Mass. 7 September 2000 W H Ford FACE -D- Rev. 2 Bent Type 2 1 1 2 Bent Type Endwall 840 1350 1350 840 Endwall T2 1340 1530 1530 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1870 1870 1310 T4 Partition 1300 2430 2430 1300 Partition T2 1340 1530 1530 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1870 1870 1310 T4 Partition 1300 2860 2860 1300 Partition T2 1340 1960 1960 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1440 1440 1310 T4 Endwall 840 1350 1350 840 Endwall Bent Type 2 1 1 2 Bent Type FACE -B- . Tower Shutdown Weight = 78,090 Pounds Heaviest Load Point = 2,860 Pounds FACE -B- Tower Operating Weight = 85,440 Pounds Heaviest Load Point = 2,860 Pounds S The Marley Cooling Tower Company " Operating Weights (Pounds) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order #168525 North Andover, Mass. 14 August 2000 W H Ford FACE -D- Rev. 1 ` -Bent Type 2 1 1 2 Bent Type Endwall 750 1140 1140 750 Endwall T2 1150 1740 1740 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2430 2430 1320 T4 Partition 1090 1980 1980 1090 Partition T2 1150 .1740 1740 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2430 2430 1320 T4 Partition 1090 2410 2410 1090 Partition T2 1150 2170 2170 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2000 2000 1320 T4 Endwall 750 1140 1140 750 Endwall Bent Type 2 1 1 2 Bent Type FACE -B- Tower Operating Weight = 85,440 Pounds Heaviest Load Point = 2,860 Pounds " The Marley Cooling Tower Company �* Shutdown Weights (Pounds) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order #168525 North Andover, ti " The Marley Cooling Tower Company �* Shutdown Weights (Pounds) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order #168525 North Andover, Mass. 14 August 2000 W H Ford FACE -D- Rev. 1 Bent Type 2 1 1 2 Bent Type Endwall 570 810 810 570 Endwall T2 820 1100 1100 820 T2 T3 850 1720 1720 980 T3 T4 850 1620 1620 880 T4 Partition 760 1350 1350 760 Partition T2 820 1100 1100 820 T2 T3 850 1720 1720 980 T3 T4 850 1620 1620 880 T4 Partition 760 1780 1780: 760 Partition T2 820 1530 1530 820 T2 T3 850 1720 1720 980 T3 T4 850 1190 1190 880 T4 Endwall 570 810 810 570 Endwall Bent Type 2 1 1 2 Bent Type FACE -B- Tower Shutdown Weight = 57,060 Pounds Heaviest Load Point = 1,780 Pounds t r 932 a a t 773 _ 773, 586 173-� 1127 359 966 5198 403 5865 37� 737 3 63� 264 3 NAU 1,t„t„t 932 932 a a o 0 CD CD CD CD o oCU TOWER MODEL E434-6,0-03 TRANSVERSE BENT T 2 AND T4 Lucent Technologies, Inc. North Andover, Mass. Order #168525 07-18-2000 Bitt Ford 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSIONS AND ANCHOR LOCATIONS n ..attlttlu... NAU 1,t„t„t 103 1030 391 1671 � 751 291 645 3982 268 4426 a a N ov TOWER MODEL F434-6.0-03 24� 4949-1 ED> 421 3> 175 � F1 a ON cu ON TRANSVERSE BENT T3 Lucent Technologies, Inc. North Andover, Mass. Order #168525 07-18-2000 Bill Ford 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSIONS AND ANCHOR LOCATIONS "a ,r,� `•a,oa aa•• • g ""� � � c V 4 :,, •.,A N S s i 103 1030 391 1671 � 751 291 645 3982 268 4426 a a N ov TOWER MODEL F434-6.0-03 24� 4949-1 ED> 421 3> 175 � F1 a ON cu ON TRANSVERSE BENT T3 Lucent Technologies, Inc. North Andover, Mass. Order #168525 07-18-2000 Bill Ford 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSIONS AND ANCHOR LOCATIONS "a ,r,� `•a,oa aa•• • g ""� � � c V 4 :,, •.,A N S V 'W 0 N N N r- r2 ZIE -1-1VAGN3 �0 N � v' a) o cu v' U) w r, Im C) m In 0 CD OD 0', V Ln Ln CC ..:A d0z❑ H 2: LL > —J 0 ¢N¢U W z VELI Z L U (-� zo❑z 1—i L, Q N LD¢O ~ z z p w J z n of NOIlIiNVd z cy3 n NOI lI1 1Vd m U z O w v; I O �m az I w¢ U ~ m L� U ¢¢ ❑z J w 2 J vi mu z v� �— W � sCUvUiw uCC) ¢w OD W W +� i u�ow I— J❑=z -1-1VAGN3 �0 N � v' a) o cu v' U) w r, Im C) m In 0 CD OD 0', V Ln r Lucent Technologies, INC. 00 #: 168525 Merrimack Valley Works Revision: 0 North Andover, MA Date: 9/7/00 AS SOLD PAGE The Marley Cooling Tower Company of Overland Park, Kansas is furnishing one (1) Class F400 Fiberglass counterflow tower, Model F434-6.0-03 designed to cool 7500 gpm of water from 110 °F to 85 °F at an entering wet bulb of 78 °F, consisting of: Engineering • Internal component and mechanical equipment loads • General arrangement and component installation drawings • Engineering design of the structure Material • Structure - Fire Retardant Pultruded Fiber Reinforced Polyester • Fan Deck - Fire Retardant Pultruded Fiber Reinforced Polyester • Anchor Castings - 316 Stainless Steel • Film Fill Packs - PVC • Drift Eliminators - PVC • Internal Hot Water Distribution System - RTR/PVC/Polypropylene • Mechanical Equipment Supports - HDG Steel • Motors — Toshiba 50 HP, TEFC 1800 RPM, 1.15 SF, w/ SP HTR, (for Vari-Freq-Drive), 3/60/460v • Geareducers - Series 22.3 • Fans - Model 168HP7-6 • Drive Shafts - 6Q CL IV • Vibration Switches - Metrix Model 5550-111-01 • Low Oil Level Switches - Robertshaw Model 318 Level Tek • Extended Geareducer Vent Lines - 304 Stainless Steel • Fan Cylinders - Fire Retardant Glass Reinforced Polyester • Casing — Special Color Fire Retardant Pultruded fiber Reinforced Polyester. • Wind Baffles - 8 oz. Fire retardant Glass Reinforced Polyester • Cell Partitions - 8 oz. Fire retardant Glass Reinforced Polyester • Hardware — (Bolts, Nuts & Washers) - 316 Stainless Steel • Fan Deck Access - Stairway - Fr. FRP & Fr. FRP End Wall Ladder & Csge • Internal Access - Fan Deck Hatch w/ Ladder to Fill • Wind Load - Per ASCE 7-95 for Zone 3 Exp C • Seismic Load - PER BOCA/1996 • Cold Water Basin Anchor Bolts - 316 Stainless Steel • Lightning Protection - By Others • Fire Protection System - By Others Labor • Supervision & Installation Labor • Unloading and Sorting • Hoisting d, Marley Cooling Tower A United Dominion Company Proposal Page - Page 1 of 2 Lucent Technologies, INC. Merrimack Valley Works North Andover, MA 00 #: 168525 Revision: 0 Date: 9/7/00 • Dismantling of existing cooling tower (Asbostos removal by others). • Dumpsters - By Others • Portajons - By Others Freight • FOB Jobsite Scope of Supply by Purchaser * • Design and Supply of Foundation, Sumps and Cold Water Basin • All Cold Water Basin Accessories • Design, Supply and Support of External Piping and Valves • Design and Supply of All Starters, Controls, Wiring and Conduit • All Other Electrical Accessories Not Specified Herein • All Water Treatment and Filtration Systems aMarley Cooling Tower A United Dominion Company Proposal Page - Page 2 of 2 Rev. 1— 8/7/00 AS SOLD DISCRIPTION CLASS F400 COOLING TOWER Lucent Technologies Inc. North Andover, MA 00#168525 This order includes the design, fabrication, supervision and erection labor to supply an industrial counterflow mechanical draft cooling tower on an existing concrete basin provided by the purchaser. The model F434-6.0-03 cooling tower is designed and guaranteed to cool 7,500 gpm from 110°F to 85°F at an entering wet bulb temperature of 78°F and includes the following: Cooling Tower Structural Design The Class F400 framing system is designed with fiberglass pultrusion shapes with a flame spread of 25 or less. The main tower framing is 3" x 3" box shaped columns with a minimum 1/4" wall thickness on 6' spacing in the transverse and longitudinal directions. Except at the fill and fan deck support levels, longitudinal and transverse girts are 1-1/8" x''/4"x 4" or 1 3/8" x 3/16 x 4" channel sections located both sides of interior columns and on the inside of all perimeter columns. Girts at fill and fan deck support levels are 1-5/8" x 6" x 1/4" thick. A tension/compression system of diagonal braces stiffens the structure, and transfers «ind, earthquake live loads to the basin anchor points. Diagonal connectors transmitting forces through column lines are 1/2" thick fiber reinforced polyester (FRP). Diagonals are anchored to the cold water basin using heavy gauge series 316 S.S. weldment. The line of action through the diagonal to the point of anchorage is direct. All structural connections and splices are through -bolted using 1/2" diameter, series 316 stainless steel machine bolts, nuts and washers. Critical framing joints are augmented with 1/2" I.D., heavy wall structural sleeves. Due to the special nature of the existing cold water basin, HDG Steel Beams are used at each end wall to span between the concrete support beams to anchor the cooling tower. Pultrusion Process Pultrusion is a manufacturing process for producing continuous lengths of reinforced plastic structural shapes. Raw materials are a liquid resin mixture (containing resin, fillers and specialized additives) and flexible textile reinforcing fibers. The process involves pulling these raw materials (rather than pushing as is the case in extrusion) through a heated steel forming die using a continuous pulling device. The reinforcement materials are in. continuous forms such as rolls of fiberglass mats or balls of fiberglass roving. As the reinforcements are saturated with the resin mixture ("wet -out") in the resin bath and pulled through the die, the gelation (or hardening) of the resin is initiated by. the heat from the die and a rigid, cured profile is formed that corresponds to the shape of the die. b Rev. 1— 8/7/00 Fan Deck The fan deck acts as a working platform for maintenance personnel. It is made of pultruded l'-0" wide interlocking Pultruded Fiber Reinforced Polyester panel, and has a skid -resistant surface. Fan deck panels are supported by framing girts, and have integral structural ribs. To minimize turbulence of airflow into the fan cylinder, fan deck protrusion into the fan cylinder opening does not exceed 1". The fan deck is supported by transverse girts and joists on T-0 centers. Perimeter Guardrail A guardrail, which conforms to OSHA standards, is provided around the perimeter of the fan deck. The guardrail, at a height of T-6, consists of a 1/8" x 2" x 2" tube top rail bolted to 3" x 3" columns on maximum 6-0 centers. A 1/8" x 2" x 2" tube, intermediate rail and 1/8" x 4" x 4" angle toeboard are also included. Partitions Fire retardant - glass reinforced polyester (FR -GRP) partitions are included to permit operationof individual cells. The partitions between cells extend from the underside of the fan deck to the top of the fill. The FR -GRP sheets are nailed to the columns. Wind Baffles A longitudinal wind baffle is provided to prevent cross winds from disrupting entering air distribution or carrying falling water out of the tower. The 8 oz. fire retardant - glass reinforced polyester (FR -GRP) partition in the middle of the tower air inlet area extends from centerline to centerline of each end cell. Each end cell with an open end wall also has baffles extending from the center of the cell to the corners at 45' angles. Casing The side wall and end wall casing material is fire retardant interlocking, pultruded fiberglass panels with a special color (color to be determined later). Panels are installed horizontaly with fasteners hidden by successive interlocking panels. Panels are 12" wide and 1.12" high with four integral vertical structural ribs. Louvers Air inlet louvers are corrugated 12 oz. fire retardant - glass reinforced polyester (FR -GRP). The louvers are attached to the perimeter 3" x 3" columns at approximately 6-0 centers. Louvers are sloped at 40° to the horizontal and rest on 2" x 2" square tube supports which are attached to the columns with bolts at the bottom and polypropylene support bars at the top. Fill The cooling tower is provided with Marley designed and manufactured MC75 Polyvinyl Chloride (PVC) film type fill. The fill packs are made from PVC sheets which have a nominal thickness of 15 mils. The sheets are cross corrugated and glued into packs. The dimensions of each fill pack are nominally V-0 thick, 6'-0 wide, and 4'-0 deep and l'-0 thick, 6'-0 wide, and 2'-0 deep with 0.75" i Rev. 1— 8/7/00 cross corrugations. Seals are provided to prevent air bypass at the walls, partitions and framing. Fill packs are bottom supported by 2" x 4" supports which run along the transverse fill girts on 3'- 0 centers. Packs are oriented so the fill sheets run in the transverse direction. Eliminators The drift eliminators are Marley TU12C PVC three pass cellular eliminators designed and manufactured specifically for counterflow applications. The eliminator packs are nominally 6-0 long, 2'-0 wide and 5 3/4" thick and are made from nominal 17 mil PVC sheets. The cell size is 1,2". The nested packs rest horizontally on longitudinal girts. Hot Water Distribution System Each cell features a non -clogging low pressure spray system comprised of a fire resistant reinforced thermosetting resin (RTR) side inlet header rated at 25 PSI with a 6 to 1 safety factor, polyvinyl chloride (PVC) distribution pipes, polypropylene distributor tees attached by Basketed and banded joints, and injection molded polypropylene spray nozzles complete with diffuser rings. Should a foreign object be introduced into the circulating water, the spray nozzles are removable allowing for easy cleaning of the distribution system. An ANSI flange connection is located P-0 outside the side wall column centerline above the fill for connection to the purchaser supplied riser. Air Movement System Each cell includes a Marley manufactured mechanical equipment support, drive shaft, Geareducer, fan cylinder and fan. The air movement system is driven by a motor manufactured by a nationally recognized industrial motor manufacturer. Each component has been designed and utilized to contribute to the most efficient performance possible. The specific components included are as follows: Mechanical Equipment Support The torque tube type mechanical equipment support is constructed of a steel pipe with welded attachments for motor and Geareducer mounting. The support is hot -dip galvanized after assembly and mounted transversely in each cell. The design provides permanent alignment of all air movement components. Motor 50 HP, TEFC, 1800 Rpm, 1.15SF, HI -EFF, VFD Duty, Space Heater, 3/60/460v by Toshiba. Drive Shaft A full floating, non -lubricated drive shaft specifically designed and manufactured for use in the moist air path of a cooling tower is provided for each cell. The Series 6Q drive shaft is designed for applications up to 50 horsepower. The Class 1\' drive shaft features a 2 1/2" O.D. 14 gauge 316 stainless steel tube and two 1/2" thick 316 stainless steel flanges in a welded assembly. Series 316 stainless steel motor and Geareducer yokes, neoprene bushings with 316 stainless steel inserts and 316 stainless steel hardware complete the assembly. t Rev. 1— 8/7/00 Geareducer The Series 22.3 Geareducer is a single reduction, right angle type speed reducer with spiral bevel gears specifically designed for requirements up to 60 horsepower at a minimum AGMA service factor of 2.0. The gear housing is epoxy coated ASTM Class 20 cast gray iron. A synthesized hydrocarbon lubricant is distributed in splash fashion to assure proper lubrication to all Geareducer components in the forward and reverse directions without relying on an external oil pump regardless of input speed. THE MARLEY 22.3 GEAREDUCER WHEN FILLED WITH MARLEY GEARLUBE, REQUIRES NO OIL CHANGES FOR THE FIRST FIVE YEARS OF OPERATION, AND IS WARRANTED FOR THE FULL FIVE YEARS REGARDLESS OF SERVICE HOURS. External Oil Lines All Marley Geareducers are equipped with an external oil gauge, drain line and bronze sight glass with a plug cock valve located outside the fan cylinder. The oil line is constructed of 1" diameter 304 stainless steel piping and fittings. A Wire -reinforced neoprene gasoline and oil type hose with 304 stainless steel fittings is used to isolate the sight glass from possible vibration transmission. This design allows for all but a minimal amount of Geareducer maintenance to be accomplished external to the fan cylinder. Fan The Marley manufactured HP7 fan features hollow glass reinforced epoxy blades constructed uniformly with a consistent moment weight. On rare occasions when a blade needs to be replaced, no field balancing is required. 'Me blade pitch is manually adjustable. Drain holes in each blade prevent water accumulation in the blades. The cast iron hub is epoxy coated with Marley grey paint. The fan hub hardware is stainless steel. The hub cover is a molded GRP disc which acts as a hub seal. The fan assembly is statically balanced prior to shipment. Fan Cylinder The fire retardant - glass reinforced polyester (FR -GRP) fan cylinder is field assembled from contoured segments which are bolted and sealed at each vertical seam. The fan cylinder is constructed of fire retardant GRP with a flame spread of 25 or less. Anchorage to the fan deck is through -bolted and Series 300 stainless steel hardware is used at all connection and anchorage points. Each segment is molded with the smooth side out and stiffened with hollow external ribs. An eased inlet contour minimizes air entrance losses and velocity recovery results from an outlet flare which significantly reduces required fan horsepower. A removable access panel accommodating entry for observation or rigging is standard. The slots used to assemble the fan cylinder (2 Per Cylinder) will be covered after assembly. Vibration Switch Rev. 1— 8/7/00 A Metrix Instrumentation Company Model 5550-111-01 vibration switch is provided for purchaser's control circuit and is mounted on the mechanical equipment support of each cell. The switch is single pole, double throw (SPDT) type complete with a sensitivity adjustment range from Og to lOg and local, external, push-button reset. The switch housing is an explosion proof type enclosure with a threaded conduit connection and external mounting plate. The enclosures are made of cast aluminum and are NEMA4, IP65 and CE Mark rated. They have hazard area ratings suitable for use in areas that require of UL, cUL Explosion Proof or Class I, Groups C & D, Div. 1 or Class 11, Groups F & G, Div. 1. Low Oil Level Switch A Robertshaw Level -Tek Model 318A is provided for each Geareducer and is located outside the fan cylinder. The solid state switch is capacitance -actuated, CSA approved and ready for wiring to the purchaser's control circuit. Maintenance Access Access An end wall stairway, which conforms to all OSHA requirements, constructed of the same material as the tower structure is provided to permit access to the fan deck at one end of the tower. The stairway is free-standing and rests on a purchaser supplied landing pad. An OSHA approved FRP ladder and safety cage are prodded at the other end of the tower. The FRP ladder and safety cage drops to a platform (by others) at the basin curb. Interior Access In each cell, a T-6 square fan deck hatch (designed as a walking surface) is provided for access to the eliminators, distribution system and fill. A ladder drops to a T-0 square landing at the eliminator level. An additional access hatch (designed as a walking surface) at the eliminator level provides access to the distribution system and fill. G Lucent Technologies, INC. Merrimack Valley Works North Andover, MA Quote #: MDS3025 Revision: 0 Date: 6/7/00 ALLOWABLE INLET FLANGE LOAD Class 400 Marley's inlet header can resist the following loads imposed by the Customer's riser: Horizontal Load Perpendicular to Pipe Axis (Fx) - f 60# Vertical Load (Fy) - 2509 Downward 800# Upward Horizontal Load Parallel to Pipe Axis (Fz) - 10009 pushing in towards the tower 25509 away from tower In some cases, the magnitude of the above loads are small compared to the design loads transmitted by the Customer. However, the Customer's design loads can be reduced if Marley's inlet nozzles are treated as flexible, rather than rigid connections. Marley's inlet nozzles can be subjected to the following displacements without affecting the integrity of the cooling tower: Horizontal Displacement Perpendicular to Pipe Axis - f 1/8" Vertical Displacement -+ 1/4", - 1/8" Horizontal Displacement Parallel to Pipe Axis - f 1/16" The customer should consider a design which assumes that no restraint is provided by Marley's inlet nozzle. With this assumption, the resulting deflections should not exceed the above allowables. If the actual deflections do exceed the allowable values, the forces required to bring the deflections to acceptable limits must not exceed the allowable loads stated above. Using the design approach outlined above, if the imposed loads and/or displacements exceed the allowables, then the Customer needs to investigate the alternate methods of limiting the deflections. This could be accomplished by providing additional support structure, or by providing expansion joints in the risers or in the horizontal pipe at grade. Marley Cooling Tower A United Dominion Company Allowable Inlet Flange Load - Page I of 1 a 606 XCELoplus Drift Eliminator Marley developed the first cellular drift eliminator 20 years ago when eliminator designs were primarily blade type configurations and not very effective. Next, Marley patented the XCEL generation of eliminators in the early 8Os. No other eliminator could come close to XCEL eliminator's low drift rate and low pressure drop. Now, virtually every eliminator is a nesting cellular PVC type design. Introducing XCELplus, a more advanced design that meets or exceeds today's demanding specifications for drift emissions, without sacrificing fan horsepower. Now you can have drift rates half of the original XCEL with equivalent pressure drop. The eliminator discharge angle is important enough to warrant two separate eliminator designs for crossflow and counterflow towers. Tests show the air direction leaving the eliminator is extremely important— imperfect designs create additional work for the fan. This means either increased fan horsepower—or reduced cooling tower performance. The crossf ow version features drainage slots within the eliminator pack to insure trapped drift is returned to the wet side of the cooling tower. Low drift rate is the primary goal of eliminator design. XCELplus boasts typical drift rates of .00140 of the total GPM. Drift rates of .000540 and lower are available depending upon tower config.ua±ion. Drift rates with the original XCEL eliminator were so lo;; that a bette, measurement method than the Sensit,ve Paper technique was required. The Hot Bead Isokinetic Drift Measurement (HBIK) method pioneered by Marry 20 years ago is now the endorsed CTI standard test procedure. ATC -1=0. for drift measurement today. Considering los drift rates and low press.,re drop, XCELpIus is the most effectl%,e cooling tower drift eliminator available in the market place today. 441 Marley t M arley5 MC75—a film fill system designed for counterflow towers offering you several distinct advantages • Assured Improved Thermal Performance—Crossed corrugations provide the surface area and turbulence to develop efficient heat transfer. The corrugations inherently establish uniform fill sheet spacing at 0.75". • Durability and Quality—MC75 fill is thermoformed from .015" thick. UV inhibited, chemically -resistant polyvinyl chloride (PVC). The material is extruded and manufactured to rigid specifications before forming. • Improved System Efficiency—Using Marley MC75 film fill in place of existing splash type fill in counterflow towers usually means reduced fill height, which translates into reduced pumping head. MC75 will also provide greater cooling tower capacity, which means_ your current performance level will require less fan energy. *Easily Adapted to Your Tower Configuration—The fill pack depth (air travel) is variable to provide the proper heat transfer area within a single fill layer. If another layer of fill is necessary for situations where additional air travel is required, it will be limited to only one. MC75 Counterflow Film Fill Limiting the number of interfaces between packs minimizes restrictions that usually cause fill clogging. MC75 counterflow fill can be hung from structural members or it can be bottom - supported in virtually all counterflow cooling towers, regardless of a cooling tower's age or manufacturer. O Marley IL 5t� 7_11 1 ' arley patented NS Nozzles, designed exclusively for cooling tower use, offier these benefits: 1 -Clogging —The orifice sizes (1 "-3 1 i2") are lame -ugh that many competitive nozzles swill acb_ ally fit inside larley nozzle. Marled, co,:nterf!o,f✓ nozzles h,_rie .c - mal parts or narrow passageways. The attached ision ring will not retain even fibrous debris. rrosion-Resistant—Inert polypropylene construction, n't corrode or decay in the most severe water editions. Easy To Install—NS Nozzles simply screw into adapter pipes and lock in place. They can be removed and reinstalled +ithout tools. The diffusion ring snaps into place. Reliable Thermal Performance—"c=ull cone" d stribution pattern assures uniform viater distribution for all fJm fills. Minimal sera/ ove, ap is required, providing uniform water distribution even near spray, boundaries. Marley NS counterfl&,A/ nozJes develop uniform water distribution over a wide range of operating water pressures. D Marley t �t�w-�.7j.,�, ���5 a s'atYCzr"3 �K'3�a`ts�tt'�, `i131t �� 2£�...a s +x�f+� �p,�Y '{ iC �Y.ry �Y•�i ^3� .Y �,�+^ y�y�.�'�. '� .. �f..�i��, 1'�r�'�➢ � �.Y�a' 'ESC. ' rc ,� '' $ m ( f• '. 3-�am r mrdHOM a 3s s '! �#''l' W �ro 8 Ede+# -fit•. 'viz r ,s xt}• .�';. !''•Ef `t �rsA'g�.%e7�aL �'V.�-RF, �� `�'.3. 9, x Ir! s p + J`+.' t TA g`4b�4'1 !t ^^SSSS�L�• y,�i ti`4'K r J � ,' `4 Yt•b fi 5r;mss,:, arley'- counterflow cooling tower distribution systems offer you the following benefits. Corrosion Resistant Plastic Construction—All piping is either PVC or fiberglass. Plastic pipe provides low friction loss to reduce pump head requirements. Other materials are available for special applications. Non-Clogging—High performance Marley NS nozzles are available with 1" to 3'/z" orifice sizes. Each system is designed to minimize silt or debris collection. Self-Draining—The nozzle outlet is always the lowest elevation in the distribution system. This arrangement is self draining when the supply water is shut off. There are no special va!ves to open or close. Water Distribution System distribution and high operating pressures associated with upspray nozzle systems. Easy Disassembly and Economical Installation— Nozzles are Reassembly—Assembly of the entire installed in pairs—each supply pipe system requires only a few simple hand serving multiple pairs of nozzles. Multiple tools. All connections are positive—yet nozzle pairs per supply pipe mean larger the design allows repeated disassembly pipe spacing and,. therefore, Io,:fer and reassembly, installed cost than most other systems. Economical Operation— The entire system is computer -designed to maximize thermal performance and can be optimized to minimize pump head. The design also minimizes structural interference with water distribution. The Marley system avoids the uneven water Geareducer' Drive Marley° has been manufacturing Geareducers in a variety of sizes and.load ratings appropriate for cooling tower applications since the 1940's. We be- gan doing so because geared speed reducers suit- able for cooling tower service were not conunercialk available —and because it made no sense to expect V -belt drives to provide more than marginal reli- ability above 10 HP in an application as demanding as a cooling tower. Since that time, we have pro- duced well over 100,000 units, and have established an unparalleled record of performance reliability. In addition to strict attention to design and manufacturing detail, a principal reason for that record is that every Geareducer we produce is ron- in tinder load at our factory—inspected—and ad- justed before shipment. Present generation Geareducers that are applied in NCC-` and NC Modular Series, ITA, QuadraFlow`, Series 10 and 15, 3 Sigma 100 and 120 Se- ries, MS, and Sigma • ��,. ,'�, s Steel product lines" rq carry a 5 -year —-e warranty.71 � y Indeed, the 10.1, 20.2 andw�ya��;� 22.3 Geareducers uti- lized in any of these ' product lines do not require n lubricant change for the first 5 years of operation! I TEM AP- l A and you'll see what we mean. No wonder they would rather provide V -belt drive! Although Marley towers may cost slightly more than those of other manufacturers, very little of the cost difference is caused by the Geareducer drive. It results from a cumulation of all the Marley Differences which add value far be- yond the cost. CUSTOMER BENEFIT $' `larley's Geareducer drive benefits the cus- tomer in several ways: f ZF x: • Carrpared to the conunercial guar reduction units offered bit conlpetltli'e dlamifachirers (and they are available if required) Marlclt's -hear uuarrarltlt snits it all. Maintenance'. costs are extreineltt lozc—arid reliability is not a concerti! • Compared to V -belt drives (no platter lcozv "nnlltiple" the belts are), Geareducers require less operating energy; ucaste no energy tllroclgll belt slippage; do not annoy neiglibors acitll squealing; and require no regular r•eplacernent of ex - a pensive belts! •Compared to eiNler of the above alter- k} datives, Geareducers do not regrlire atoll to keep separate records of component suppliers, 4 . or to chase down hour sources of service parts. Over 50 years' experience in the design and manufacture of Geareducers has enabled Marley not only to achieve unprecedented levels of quality and performance, but to do so with absolutely mini- mal impact on the overall tower cost. Get a price for geared speed reduction on the competitor's tower Like other conlponerrts of morn• Marled toa,er, Marley designed it! Marley manufactured it! Marley stands behind it! FD Marley 1 ra n ed specifically for cooling tourer HP7i blades are easily interchangeable without the need to Ivantages over other types of rebalance the entire fan assembly. enhancement provides Blades attach to the fan hub using aheavy-galvanized iron Hing tip clearance losses. ring integrally molded with each fan blade. By loosening the t to the fan cylinder. The wide hub attachment hardware, blades can easily be rotated to Jt delivering noise operation achieve desired pitch permitting maximum utilization of fan capability at reduced speed. tient in the industry today. horsepower. Superior strength, excellent quality, light weight, plus laminate construction protects unmatched aerodynamic performance make the Marley HP7i 1 he hollow, thick section airfoil the fan of choice for today's cooling tower owners. light and easy to handle. ;onsistent moment weight, D Marloy A HP7i Fan Suggested Specification Fiberglass Reinforced Epoxy Laminate—Epoxy resin has been proven to be much more erosion resistant than softer polyester or vinyl ester resins. This is important for long term leading-edge erosion resistance caused by fine water droplets impacting the fan blade. Single Piece Construction—The HP7i blade is a single piece composite design ensuring structural integrity, Fan blades with bolted or glued connectons between the blade shank and airfoil section introduce an additional mechanical joint under stress. The one piece composite design ensures the integrally molded leading-edge will not come off or fail and the blade will handle the toughest cooling tower applications. d Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street - Overland Park, KS 66213 - 913.664.7400 email: info®marleyct.com - www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. ©1998 Marley Cooling Tower Printed in USA SP-HP7i Twisted Tapered Airfoil—This blade design optimizes the performance characteristic of the fan blade, To obtain the highest efficiency possible the HP7i airfoil compensates for lova tangential speed near the blade root with a wider chord and increased angle of attack. An airfoil of constant cross section and no twist cannot match the HP7i efficiency. The result of the twisted tapered airfoil is greater cooling tower capacity without increased horsepaver. Heavy-duty Hub Assembly—Marley HP7i fans are designed for continuous duty in harsh cooling tower operating conditions. Up through 216" fan diameter the hub is epoxy -coated cast iron. Larger diameters utilize a dual -plate hub assembly of heavy galvanized steel plates with epoxy coated cast iron hub and blade sockets. All hub hardware is series 300 stainless steel. 316 stainless and monel hardware material options are available for more severe duty. 3 A,larlc.i/ ?1).J ~lilt'; 60710ilk-0. 111>ta11ed li7 d Q11101'llflo[(' C001111' t0:('t')'. ,� Ai.lrlL'1/ H-3) ,iLlillli11011 fall i5 molllitcd oil all exh'ndedolltpllt shaft. The following language will exhibit your intention tO purchatie a cooling tower with a gear reduc- tion to transfer power from the motor to the fan at the correct speed: "The fan shall be drizien through a rightangle gear reduc- tion unit that enables the mo to), to operate in a shaft-horLontal Marley Cooling Tower A United Dominion Company HOW TO SPECIFY position. Tile speed red77cers17a11 be equipped with spiral l.wvel gears operating in an oil batli, and the action of the gears shall pro- z4dc lubrication to bearings and other internal components. Gear casing shall be epoxy -coated dist iron, and shall be equipped with fittings to facilitate filling and draining. The Marley Cooling Tower Company 7401 W 129 Street - Overland Park, KS 66213.913.664,7400 email: info@marleyct.com - http://www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. 01997 Marley Cooling Tower Printed in USA The gear reducer shall be de- SiJilCd olid 11l1l1nf17Ct1l1'e'd speC7f1- calli/ for cooling tower use, and shall be warranted agoinst opera- tional failure for a period of fine (3) i/ears. Lubricant replacement will not be relluired for the first fine years of operation. Speed reduction by the use of V -belts and pulleys will not be Considered appropriate' ror this application.,, r 4 Water Distribution System Suggested Specification The system will distribute hot water to the fill of a counterflow The PVC distribution pipes shall be connected to a side inlet cooling tower. header of heavy-dut;, plastic pipe (PVC or fibergalss). Construction and Materials The circulating water will be distributed to the fill by injection -molded polypropylene nozzles complete with polypropylene diffuser rings. Nozzles will be spaced on 3'-0" (maximum) centers. Each pair of nozzles shall be fed by a single polypropylene distributor tee attached to the bottom of a PVC distribution pipe by a gasketed and banded joint. �jMarley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street • Overland Park, KS 66213 - 913.664.7400 email; info@marleyct.com • www.marleyct.com In the interest of technological progress, all products are. subject to design and/or material change without notice. ©1999 Marley Cooling Tower Printed in USA SP-DIST•B The inlet header sha'I terminate just outside the tower casing at the face of a flat faced FRP flange. The flange drilling must conform to Class 125 ANSI B 16.1 specifications . Nozzles The nozzles shall be non-clgging down -spray types, with no orifices or internal passage %,ays less than one inch diameter. Interna! Wrbulators c• mov :i parts are not acceptable. The nozzles shall develop afull cone" spray pattern at pressures as low as tu, o feet of water to assure proper water distribution to all areas of ti, fill. Operation The system shall be self -dr.- ring and must contain no blind connections or other locations where silt or debris might accumulate. The nozzle outie-ts shall be the lowest point in the system. Upspray systems are not acceptable. �r t } IL H NS ®zzle Nozzles will be used for water distribution in counterflow cooling tower(s). Construction Each nozzle must incorporate an attached diffusion ring to assure proper breakup and dispersion of water. Each nozzle must be a single assembly with no moving parts. All internal passages and orifices must be one inch diameter (minimum) to prevent clogging. Internal turbUlators are not acceptable . �® Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street Overland Park, KS 66213 - 913.664.7400 email: info@marleyct.com - www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. ©1998 Marley Cooling Tower Printed in USA SP-NOZ-A Materials The nozzles must be injection -molded polypropylene. The diffusion ring must be a fiberglass filled or fiberglass coupled polypropylene. Operation The nozzles must develop a "full cone" pattern at pressures as low as two feet of water. The spray system must be a downspray type, with the nozzles at the lowest point in the system. Upspray nozzles are not acceptable. Installation The nozzles must attach to their supply pipe or adapter by means of screwed connections. Each nozzle must incorporate a locking device to assure a rigid connection to the supply pipe or adapter. Ea,_ nozzle must be readily removable and replactai_Ie vAthout the use of tools or adhesives. MC75 fill sheets are automatically aligned, creating a constant honeycomb pattern on the air discharge side. 7 Counterflow Film Fill Suggested Specification: The fill will be used in counterflow cooling towers. Construction and Materials The fill must be film type, constructed of multiple sheets of thermoformed PVC. Each sheet must contain a pattern of angular corrugations to develop the necessary heat transfer capabilities. Alternate reversal of corrugation angularity on adjacent sheets will establish the fill sheet spacing. Fill may be bottom -supported or suspended from structural members. Bottom -supported fill must be assembled into o�Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street • Overland Park, KS 66213 - 913.664.7400 email: info@marleyct.com • www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. ©1998 Marley Cooling Tower Printed in USA SP-MC75-B packs by bonding adjacent sheets. Suspended fill packs must be supported on 2" diameter stainless steel tubes which pass through reinforced holes formed in the upper part of the fill sheets. The fill support tubes must.be hung by loops of stainless steel rods from the structure. The vendor will determine the appropriate support means. Fill Depth (air travel) The fill depth will be chosen to provide the proper thermal performance. If a fill height greater than the maximum height of available fill packs is required, a second layer of fill packs may be added. but no more. Performance The vendor will supply a fill characteristic line based on the CTI method of analysis to demonstrate the fill capability at the required design conditions. The vendor will guarantee fill performance as installed. ti MC75 fill sheets are automatically aligned, creating a constant honeycomb pattern on the air discharge side. 7 Counterflow Film Fill Suggested Specification: The fill will be used in counterflow cooling towers. Construction and Materials The fill must be film type, constructed of multiple sheets of thermoformed PVC. Each sheet must contain a pattern of angular corrugations to develop the necessary heat transfer capabilities. Alternate reversal of corrugation angularity on adjacent sheets will establish the fill sheet spacing. Fill may be bottom -supported or suspended from structural members. Bottom -supported fill must be assembled into o�Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street • Overland Park, KS 66213 - 913.664.7400 email: info@marleyct.com • www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. ©1998 Marley Cooling Tower Printed in USA SP-MC75-B packs by bonding adjacent sheets. Suspended fill packs must be supported on 2" diameter stainless steel tubes which pass through reinforced holes formed in the upper part of the fill sheets. The fill support tubes must.be hung by loops of stainless steel rods from the structure. The vendor will determine the appropriate support means. Fill Depth (air travel) The fill depth will be chosen to provide the proper thermal performance. If a fill height greater than the maximum height of available fill packs is required, a second layer of fill packs may be added. but no more. Performance The vendor will supply a fill characteristic line based on the CTI method of analysis to demonstrate the fill capability at the required design conditions. The vendor will guarantee fill performance as installed. SCC E Lplus Drift Eliminator Suggested Specification: Drift eliminators shall be of cellular type, Marley XCELplus or approved equal. The eliminators shall be thermoformed from 17 mil (.017' PVC (polyvinyl chloride) material into a configuration providing at least three changes of air direction and solvent welded into multiple sheet packs. Eliminators used in crossflow towers must provide a discharge angle (as defined by the angle of the last section of the eliminator itself) of at least 42' from the horizontal when installed. �jMarley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street • Overland Park, KS 66213 - 913.664.7400 email: info@marleyct.com • www.marleyct.com In the interest of technological progress, all products are subject to design and/or material change without notice. ©1998 Marley Cooling Tower Printed in USA XCEL-95 The mass drift quantity, determined b;, the CTI Drift Test Code ATC -140 shall not exceed 4c of the total GPM and shall be guaranteed for all operating conditions. The eliminator packs shad be able to span 66" unsupported for counterflow configurations and 72" for crossflow, with minimal deflection at desi n conditio" s. Eliminators shall be FM approved. Eliminator packs sha'I meas re up to 24" wide, 5.75" in depth and up to 12'-0" long. COLD WEATHER OPERATION & DEICING PROCEDURE FOR COUNTERFLOW FILM FILLED COOLING TOWERS Film -filled counterflow towers are the optimal cooling tower design for mininuzing the potential for ice formation that could jeopardize the performance or structure of the tower. This is not to say that ice damage will never occur. _During periods of low temperature operation, 357 to 40°F or below, ice will form on the relatively dry parts of the tower that are in contact with the incoming air. Primarily, this includes the air inlet and adjacent structural framing. Ice forming characteristics on any given tower will vary, depending on velocity and direction of N ind, circulating water rate and heat load. Excessive ice formation may be controlled by regulating air and water flow through the tower by one or more of the following procedures: 1. Shut the fan down. This reduces the cooling rate to a minimum and increases the quantity of warm water at the air inlet to a maximum. Except for extreme cold conditions or extended freezing conditions, this procedure will normally control ice formation. For automatic operation, a timer switch can be provided to shut the fan down for a few minutes each hour. 2. If the tower has two -speed motors, operate the fans at half speed fonvard. This reduces the cooling rate (heat transfer) and increases the quantity of warm water at the air inlet. 3. Under extended extremely low ambient temperature conditions, where "fan off' ice control procedure has not been practiced or has not been capable of controlling the air inlet ice, reverse operation of the fan may seem necessary to remove excess ice. Normal "fan off' operation causes reverse air flow by aspiration and fan reversal may cause excessive water blowout and therefore must be done with caution and continuous monitoring. Low speed reverse is preferred. 4. With no heat load on the circulating water, icing cannot be controlled. Towers must not be operated with reduced water rate and/or no heat load during freezing weather. If a bypass directly into the cold water basin is used, all water must be bypassed. CAU270M Severely Cold Weather - Below 201FAmbient Dry Bulb Reverse operation of fans for prolonged periods during subfreezing '.weather can cause severe damage to fans and fan cylinders. Ice can accumulate inside fan cylinders at fan blade plane of rotation and fan blade tips will eventually strike this ring of ice, damaging the fan blades or cylinder. Ice can also accumulate on fan blades and be thrown off, damaging fan cylinder or blades. Reverse operation offans with adjacent fans not operating increases probability of icing. The low discharge velocity of moist airfrom fan cylinders in which fans are not in operation can result in moisture -laden air being pulled into the adjacent cylinder in which the fan is operating in reverse, increasing this ice buildup. Therefore, fans each side of the one operating in reverse must be operated in forward rotation at fill or half speed, or all fans must be operated in reverse. Allow a minimum of 10 minutes delay between reverse operation and forward operation during subfreezing weather to permit ice to dissipate from fan blades and fan cylinders. Marley Cooling Tower A United Dominion Company Page 1 S:1Sales\Private\Forms%Proposal\Cwopcflo.dcc Rev.: 05/1911999 WTRCOND.doc Rev. 7, 05/19/1999, KPM/RWP COOLING TOWER WATER TREATMENT Blow -down or bleed -off is the continuous removal of a portion of the water from the circulating system. Blow -dowel is used to prevent the dissolved solids from concentrating to the point where they will form scale. Maintaining proper water chemistry will minimize scale formation on PVC film fill. PVC film fill must be kept clean to maintain thermalperformance. The amount of blow-dovm required depends upon the cooling range (the difference between the hot and cold water temperatures) and the composition of the makeup water (water added to the system to compensate for loss by blow -down, evaporation and drift). The following table shows the amount of blow -down required to maintain different concentrations with various cooling ranges: Blowdown - % of Circulating Rate CONCENTRATIONS Cooling Range OF 1.SX 2.OX 2.5X 3.OX 4.OX S.OX 6.OX 5 .78 .38 .25 .18 .11 .08 h 10 1.58 WTRCOND.doc Rev. 7, 05/19/1999, KPM/RWP COOLING TOWER WATER TREATMENT Blow -down or bleed -off is the continuous removal of a portion of the water from the circulating system. Blow -dowel is used to prevent the dissolved solids from concentrating to the point where they will form scale. Maintaining proper water chemistry will minimize scale formation on PVC film fill. PVC film fill must be kept clean to maintain thermalperformance. The amount of blow-dovm required depends upon the cooling range (the difference between the hot and cold water temperatures) and the composition of the makeup water (water added to the system to compensate for loss by blow -down, evaporation and drift). The following table shows the amount of blow -down required to maintain different concentrations with various cooling ranges: Blowdown - % of Circulating Rate CONCENTRATIONS Cooling Range OF 1.SX 2.OX 2.5X 3.OX 4.OX S.OX 6.OX 5 .78 .38 .25 .18 .11 .08 .06 10 1.58 .78 .51 .38 .25 .18 .14 15 2.38 1.18 .78 .58 .38 .28 .22 20 3.18 1.58 1.05 .78 .51 .38 .30 25 3.98 1.98 1.32 .98 .64 .48 .38 30 4.78 2.38 1.59 1.18 .77 .58 .46 35 5.58 2.78 1.86 1 1.38 .91 .68 .54 This is based on drift of 0.02% of circulating water rate and evaporation of 0.08% of circulating rate per degree of range. EXAMPLE: 120,000 gpm circulating rate, 22.7° cooling range. To maintain three concentrations, the required blowdown is 0.888 or 0.00888 x 120,000 gpm, which is 1066 gpm If the tower is operated at three concentrations, circulating water will contain three times as much dissolved solid as the makeup water, providing none of the solids or scale are otherwise removed from the system. The Langelier index (calcium carbonate saturation index) has proven to be an effective tool in predicting the aggressiveness of cooling tower water toward concrete. The Langelier index relates (1) the methyl orange alkalinity, (2) the calcium hardness, (3) the total solids, (4) the pH value and, (5) the temperature of the Nater. From these values it is possible to calculate the index and predict the corrosive tendencies of the cooling tower water toward concrete. An explanation and method of calculating the Langelier index can be found in m:u1y books on water treatment. Maintaining a positive Langelier index provides excellent protection of concrete. The tower materials have been selected in consideration of the water analysis included in the specifications. hi some cases, chemical treatment of the circulating water is not required if adequate blow -doom is maintained. However, in most cases, chemical treatment is required to prevent scale formation. Sulfilric acid or one of the polyphosphates are most generally used to control calcium carbonate scale. Treatment to control biological growth is also typically required. Various proprietary materials are available for corrosion control should such control be required elsewhere in the system. When water treatment chemicals are required, die services of reliable water treating companies should be obtained. Marley Cooling Tower A United Dominion Company S:\Sales�Pri ate\Forms\Proposal\W atetrea.doc Rev. 05/19/1999 PREFERRED COOLING TOWER WATER CONDITION LIMITS NOTE: Biological treatment and control of Legionella and other potentially health -threatening bacteria is essential. Consult a competent water treatment expert or service company. pH 6.5 to 9.0 (special materials may be required beyond these limits) Temperature 125° F (51.7° C) maximum, or up to 180° F (82.2° C) with special materials Langelier Saturation Index 0.0 to 1.0 M -Alkalinity 100 to 500 ppm as CaCO3 Silica 150 ppm as Si02 maximum Iron 3 ppm maximum Manganese 0.1 ppm maximum Sulfides Greater than 1 ppm can be corrosive to copper alloys, iron, steel, and galvanized steel. See below for further limits. Ammonia 50 ppm maximum if copper alloys present Chlorine Limit for wood structure: 1 ppm free residual intermittently (shock), or 0.4 ppm continuously 100,000 CFU/ml maximum. Organic solvents These can attack plastics and promote bio -growth. Trace amounts (e.g., <50ppm) may be 1,000,000 CFU/ml acceptable. TDS Over 5000 ppm can affect thermal performance and be detrimental to wood in 1,000,000 CFU/ml target level alternately wet/dry zones such as fan deck and louver face. Individual Ions: MAXIMUM: Cations: Calcium 800 ppm as CaCO3 Magnesium Depends on pH and Silica level Sodium No limit Anions: Chlorides 750 ppm as NaCl (455 ppm as CI-); upgrades are required for higher chloride levels. Note: limit is 500 ppm as NaCl for galvanized towers. Sulfates 800 as CaCO3 Nitrates 300 ppm as NO3 (bacteria nutrient) Carbonates/Bicarbonates 300 ppm as CaCO3 maximum for wood Biological/Bacteria and Total Suspended Solids Bacteria counts listed below relate to maintaining fill thermal efficiency only. Biocidal treatment is required for all cooling tower installations. (see NOTE above). Fill Type Aerobic Bacteria Std. Plate Count Total Suspended Solids (TSS) Sulfides MC75 or DF191 10,000 CFU/ml < 25 ppm referred* 0.5 ppm MX75, or 100,000 CFU/ml < 25 ppm 1.0 ppm MCR12 with MC75 10,000 CFU/ml < 100 ppm preferred* Uvtlldy DF381 or 1,000,000 CFU/ml < 25 ppm 1.5 ppm DF381 with DF191 100,000 CFU/ml < 150 ppm preferred* VC MCR 12 or CR16 1,000,000 CFU/ml < 150 ppm preferred* 1.5 ppm Splash Fill 1,000,000 CFU/ml target level No specific limit N/A * Higher TSS can be considered on a case-by-case basis. Consult Materials Engineering. Miscellaneous Solids and Nutrients For film fill, avoid fibrous, oily, greasy, fatty, or tarry materials which can plug fill, and avoid nutrients such as glycols, alcohols, and sugars which promote bacterial growth. For splash fill, oil and grease levels greater than 10 ppm can adversely affect thermal performance. Note: In general, do not use film fill in Steel Plants, Pulp & Paper Mills, Food Processing Operations, or similar applications unless leaks and contamination by airborne or waterborne particulates, oil, or fibers are extremely unlikely. If film fill is used, biological -growth control must be stringent and diligent. (� Marley Cooling Tower A United D)miniion Company S:LSales`,Private'FormslProposall W atetrea.doc Rev. 05/19/1999 O AMW I ER L* x 0 z x w o 000 Md 12 \ o � cn o a � a w c:4 C U w w a rx co ii. a a 1i a w u cii w" a z w w" oo� (� w w r a0 z cn o d Cc em c ts O C ` H � O C o ,b ca c.3 ..: a cc cv := o o� . C m O CD c r EE0. z `o m O ►0 0 0 o cm E \O CO3 16 ! m O Q c 4..3 L � .m c Cvy -o a L C y A C W Em L: aV H m 12 O O � . ♦+ .O C d C Z m P-4 m O V ISM Z p O 311O O O co 0 CL _CLO- 3 o0 m CD W oc •y Z CL A Cc A C LIUz � C .y O W .E o ._ Of � COD CL g O I .4 O Z 0 I H O L O C O V ii Cos O CL V H O cc C CO2 0 Location No. Date / - 12 -2�— I TOWN OF NORTH ANDOVER 0 Certificate of Occupancy $ Building/Frame Permit Fee $ CHUS Foundation Permit Fee $ Other Permit Fee ��U $ TOTAL Check # / -2/ 4 H 4 4 5 7 Building-In—spector R 2 �l O L }.r trl Z G C Z M 2 �l O }.r trl Z U Z a Cr Z N L 1 2 �l trl Z a z •1 � n C C ' n O O C' z C � � •A � I C Z � � �g y M o9 G S b 1'1-1,. VIII I'.• WIT'.. IA o� E E a �Ild'Ibl'h •'I!I I IUI!II — � _ 1 IN Iri LZ _o NI m Fj— ri �vC+�vv��c. �... lac? ✓ ., n� �, -� a �TJ�.— , :,:..., -r.� �o �� •I y �. �r peso ,� •�,, _;-►' ��-.� . 5 � K � a A ¢� � � � : � � � a €'>E��y.��.,��7� �g��AlE sa¢aaaacLa .y fi r� r ^Z12 a s o to Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AIND SERVICES 27 Charles Street North Andover. Massachusetts 018-'5 %�Zi LLCM J. SCOTT Director (973) 6033-953! f NORTVy 0,40 Ae a? o x a ACNUS---// Fax (973) 683 -P5, - in accordance with the provisions of MGL c 40 S 54, a condition of Suildine Permit Number 19 J is that the debris resulting from this work shail be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. The debris will be disposed of in: M df 11Vl61W c9#7 -e9 //0, AVPOve� M17PIR G�0?4:-W " (Location of Facility) U U SignatLdf Permit Applicant a o Date Z(JlOAjr NOTE: Demolition permit from the Town of North Andover must ce obtained for this project through the Office of the Building Inspector N BO:+F•D OF-?PC,i- S 63^0-9541 BC;iLDING 6.0-19_-+5 CONSERVATION 683-9530 HEALTH 603-:3540 PL.kti-;N?`:G 63S-)535 RECEIVED MAR - 9 2001 Community Development and Services Mass. Dept. of Environmental Protection Northeast Regional Office Bureau Of Waste Site Cleanup 205 Lowell Street Wilmington, MA 01887 ATTN: Scott Sanderson /00 Lucent Technologies Bell Labs Innovations M. I. Jones Global Provisioning & Mfg VP Merrimack Valley Works March 7, 2001 Re: RTN 3-0174 - Tier IB Permit Number: W016340 1600 Osgood Street North Andover, MA 01845 USA Phone 978 960 3311 Fax 978 960 1175 mijones®lucent.com Attached is an original signed acceptance copy of our Tier IB Permit issued by your office on February 12, 2001 to Lucent Technologies Inc., Merrimack Valley Works located in North Andover, Massachusetts. Copies of this signed permit are also being sent to the Town Manager, Board of Health and Community Development Director of North Andover, MA. See attached distribution lists. If further information is required, please contact Anthony W. Makovitch of my organization, Licensed Site Professional for the site, at 978-960-3489. Sincerely, Copy to w/att North Andover Town Manager 120 Main Street North Andover, MA 01845 North Andover Board of Health 27 Charles Street North Andover, MA 01845 I JNorth Andover Community Development Director 27 Charles Street North Andover, MA 01845 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup (BWSC) TIER I PERMIT This Permit is Issued to: [X] One Permittee [ ] More than One Permittee* *A list of all Permittees is attached. One Permittee: For DEP Use Only Effective Date: Expiration Date: Name of Organization: Lucent Technologies, Inc., Merrimack Valley Works Permittee Name: Lucent Technologies, Inc., Merrimack Valley Works Title or c/o: M.I. Jones Street: 1600 Osgood Street City/Town: North Andover State: MA Zip code: 01845 Telephone: (978) 960-3489 DEP Finding Concerning Tier Classification [ ] Tier IA (BWSC01) [X] Tier IB (BWSCO2) [ ] Tier IC (BWSC03) Permit No. W016340 This permit authorizes the performance of comprehensive remedial response actions at: Disposal Site Number: 3-0174 Disposal Site Name: AT&T, Merrimack Valley Works Street: 1600 Osgood Street City/Town: North Andover State: MA Zip code: 01845 Unless a request for an adjudicatory hearing is made pursuant to 310 CMR 40.0770, this permit shall be effective 21 days after the date of issuance by the Department and the receipt of the signed Permit Acceptance Statement, whichever is later. The Permittee has 30 days from the date of issuance of this Tier I Permit to sign and submit the completed Permit Acceptance Statement to the Department. This permit shall expire 2 years from its effective date. Permit Conditions; Pursuant to 310 CMR 40.0740: (1) The permittee(s) performing response actions pursuant to this Tier I Permit shall comply at all times with M.G.L. c. 21E, 310 CMR 40.0000, the terms and conditions of the permit and any other applicable federal, state or local law. (2) In every proceeding, the burden shall be on the Permittee to demonstrate compliance with the terms and conditions of a permit at all times. (3) Each Permittee shall comply with: (a) submittal of a Class A, B or C Response Action Outcome Statement within five years of the effective date of the permit, unless otherwise provided in the permit; (b) submittal of a copy of the signed and completed Permit Acceptance Statement required by 310 CMR 40.0750(2) to the Chief Municipal Officer(s) and the local boards of health for the communities where the disposal site is located, and to any member of the public identified in the Department's Statement of Basis. (c) notification in writing to the Department: 1. as required in 310 CMR 40.0500; 2. upon gaining knowledge of any technical, financial or legal inability to perform any necessary response action, in accordance with 310 CMR 40.0172; 3. upon a decision by a permittee who is performing response actions as an Other Person to not proceed as required by the permit; and 4. of any change in the LSP of Record for the disposal site no later than ten days after the effective date of such change through the filing of a Minor Permit Modification by the permittee in accordance with 310 CMR 40.0725; (d) compliance with: 1. all applicable submittal requirements, including but not limited to, scopes of work, Status Reports, Completion Statements, Phase Reports, and RAOs; 2. all requirements for record keeping and document retention, including but not limited to 310 CMR 40.0014, 310 CMR 40.0022 and 310 CMR 40.0023; 3. the Notification Regulations, 310 CMR 40.03 00, in the event of discovery of new releases located at the disposal site, threat of release or Imminent Hazard; 4. the management procedures for excavated soils and wastes and requirements for remedial air emissions set forth in 310 CMR 40.0030 and 310 CMR 40.0040; and 5. all public involvement activities required by 310 CMR 40.1400 through 40.1406; (e) inclusion of the Disposal Site Number and the permit number on documents submitted to the Department with respect to the disposal site; (f) certification of documents submitted to the Department as required by 310 CMR 40.0009; (g) evaluation of the need to perform Immediate Response Actions in accordance with 310 CMR 40.0400 as new or additional information about the disposal site is obtained; Tier 1 Permit 9/17/97n 2 (h) modification or cessation of any response action as necessary to maintain compliance with any permit condition or to prevent an actual or potential threat to health, safety, public welfare, or the environment; (i) notification, orally or in writing, to the Department within seventy-two hours of obtaining knowledge of the need to modify or cease any response actions for the reasons in 310 CMR 40.0740(3)(h); provided that any such oral notification shall be confirmed by the permittee in writing within sixty days of such oral notice and any written notice shall include a Status Report prepared by an LSP; and timely remediation of any adverse impacts to health, safety, public welfare or the environment that result from the performance of response actions; 0) at disposal sites where groundwater investigation is necessary, delineation of the vertical and horizontal extent of contamination, identification and confirmation of groundwater flow directions, identification of groundwater migration pathways, including but not limited to, the identification of possible partitioning of dissolved volatile organic compounds at the water table interface which may lead to vapor transport into subsurface structures, homes or other occupied or unoccupied buildings, and monitoring of groundwater wells, discharges and/or other monitoring points in a manner which provides for the timely development or representative information about conditions and changes in conditions at the disposal site; (k) acquisition of all required federal, state and local permits; (1) proper operation and maintenance of all treatment, storage, abatement or control systems and of all equipment required to continue or complete response actions; (m) authorization for personnel and authorized agents of the Department to enter, at reasonable times and upon the presentation of credentials, any premises owned or controlled by thepermittee for the purpose of investigating, sampling, or inspecting any records, conditions, equipment, practice or property relating to response actions at the disposal site, or protecting health, safety, public welfare, or the environment; and (n) notification upon a change of the Primary representative as required by 310 CMR 40.0703(7), if one is designated. (4) A Tier I Permit does not grant any property rights or exclusive privileges, nor does it authorize any injury to private property or invasion of property rights. Special Conditions; Pursuant to 310 CMR 40.0740(3)(o): Each permittee shall comply with all Special Conditions if attached to this permit in Attachment A. Special Conditions are included within this permit: [ ] Yes* [X] No *Note: Pursuant to 310 CAM 40.0722(6) (c), a "Statement of Basis "for this permit decision has been prepared by DEP if special conditions are included with this Permit. DEPAuthorization Issued by the Department of Environmental Protection: Name (Print)_ Tier I Permit 9/17/97n 3 Issuance: /� "6 / Notice of Appeal Rights Tier I Permit 9/17/97n Any person aggrieved by a decision of the Department with respect to any Tier I permit application may request an adjudicatory hearing before the Department in accordance with M.G.L. c. 2 1 E and 310 CMR 40.0050 and 40.0770, within 21 days of the date of issuance of the Tier I permit, if a) the Department issues a permit for a classification higher than that stated in the LSP Tier Classification Opinion; or b) the Department denies the applicant a permit, unless the Department notifies the applicant in. the permit decision that the Department intends to undertake or arrange for the performance of necessary response actions at the disposal site; or C) The Department imposes conditions pursuant to 310 CMR 40.0730(1)(h) and 40.0740(3)(0) without the applicant's consent. 4 Permit Acceptance Statement and Certification of Submittal Note: Each Permittee must complete this section and return the signed Permit Acceptance Statement and Certification of Submittal within 30 days of the date of issuance of this Permit decision. For disposal sites with more than one Permittee, make copies of this section, have each Permittee complete this information, and submit all copies to the Department along with the Acceptance Statement. Permit Acceptance Statement I accept this permit and agree to conduct all response actions at this disposal site in accordance with this Permit and the provisions of 310 CMR 40.0000. I am aware of the requirements set forth in 310 CMR 40.0172 for notifying the Department in the event that I am unable to proceed with such response actions 0. Name (Print): M. I. Jones Position or title: ManufacturAVice President Merrimack Valley Works Signature: Date: �. Certification of Submittal (The abovepermittee must also sign the following certification) 1, M. I. Jones , attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this submittal, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that I am fully authorized to make this attestation on behalf of the person or entity legally responsible for this submittail). I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to , possible fines and imprisonment, for willfully submitting false, inaccurate or incomplete information. Name (Print): M. I. Jones Position or title: Manufacturip1g Vice President Merrimack Valley Works Signature: Date: (1) Please Note: If any person other than those who are legally responsible for this submittal are going to sign the above Acceptance Statement and the Certification of Submittal, a written authorization, from each person(s) or entity(ies) who is/are legally responsible for this submittal, must be attached to this permit. Tier I Permit 9/17/97n 5 ,*-, /,)W This Attachment will be completed by DEP ATTACIVVIENT A TO PERMIT NO. W016340 Each Permittee shall comply with the following special conditions: [X] Check here if not applicable to this permit. MAR -16-00 THU 11:11 AM COVIELLO ELECTRIC & GENERAL CONTRACTING CO., INC. 101 HICKS AVENUE MEEDFORD, MA 02155 (781) 391-4050 FAX TRANSMITTAL TO: Jim DaCola 978-688-9542 FROM: Cynthia Janov DATE; 3/16/00 RE; Permit Application Dear Mr. DaCola; Electrical Inspections MESSAGE We are going to install traffic signals for the Mass Highway Department on Route 125 in front of Lucent Technologies. I would like to submit the original of the attached permit applications but do not know the fees. When I called your office, the person I spoke with suggested that I fax the applications and you could let me know the amount to send with each application. 1 am also attaching a copy of our certificate of insurance. Thank you for your help. Thanks, Cynthia Janov IF YOU HAVE ANY QUESTIONS REGARDING THIS TRANSMITTAL, CALL 1-781-3814050 OR RESPOND BY FAX TO 1.781-385-4416. TRANSMITTING 4 PAGE($) INCLUDING THIS COVER PAGE lb,X-Ib-UU 1HU 11:1J 414 _ p Mar 15, I3:43 EST b Y� AFFBarbara Sullivan (13;44) Paye 2 of 2 PRODUCER BOY,LE INS AGENCY INC 445 MAIN STREET WOBURN MA 01801 COVIELLO ELECTRIC & GENERAL, CONTRACTING CO INC 101 HICKS AVE MEDFORD MA 02155 #� i::I: ;<E :<•: :;.;: ; .. a►TE tM1lEDOY ::�::..•`::>'`:'.` 03/15/00 THIS CERTIFICATE is ISSUED AS A MATTEA OF INFORMAT101 ONLY AND CONFERS NO RIGHTS {UPON THE CERTIFCCATI HOLDER THIS CEgT)F)CATE DOES NOT AMEND, EVEND Oi ALTER THE COVERAGE AFFORDED BY THE POUVES BELOW OOMPANY A ST PAUL FIRE & MAR COMPANY a UNITED PACIFIC INS' COMPANY C COMPANY D THkS IS TO CERTIFY }fAT THE P UC E8 Of �:•;.�. WSURA�� NCE L iN • Y 18 oe• D T E K.11 EDN EICMI . .... OTW[THBTAN HAVE BEEN ISSUED GING ANY AEOUTA&MENT. TERM OR CONDITION OF ANY TO THE THEA DOCUMNAMEENT WITH FOR THE POLICY H THIS CERTIFICATE MAY 0 ISSUED OR MAY PERTAIN, THE INSURANCE MAY BY ENE POLICIE8 DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CpNOlilpNB OF SUCH POLICIES. LIMITS SHAWN MAY HAVE BERJDD ENREDUCED pCT y pAMD CLAIMS S/MSNT WITH RESPECT TO WHICH EHag TYPS OF MURANCK POLICY NUMBER : POLICY ER�CTIVE Y . OAT! (YWODIYT} DATE iMN100fYY} LYRA oENCOMMECAAL ABi►TTY 13FS00000916319 10/28/99 10 28 00 OENERALAGGAEOATE r X OOMMERpAL GENERAL 4UIBLRV � 000 CWM9 MADE 1 X I Dew, i PRff0UC13. WMP/OP AO $2 QQ� f Q00 OWNERS d OONTRACTOOwS PRbr 'PERSONAL rk ADN INJURY 11 0 0 0 0 0 OF 9IKRAnONyf10CAT7pV.WMcLSS- PECI� hZMz TOWN OF NORTH ANDOVER ATTN: WIRE INSPECTOR TOWN HALL NORTEK ANDOVER MA 01845 SHOULD ANY OF VME ABOVE OFSCMBED POLKM$ BE C4 fMUED SEMOR THE EXP}RATION DATE THEREOF, THE I MDIO COMPANY WILL 4fbEAVOR TO HAIL ILL- DAYS WRfrM" NOTIM TO THR CERTIFICATE MMA&R MAYRO TO THE LEFT, BUT FAILURE TO MAIL SOCK NORL'E SINLL IMPOSE NO O&LIGATON OR LUU lwV OF ry rjhoITE ANr hd A OR RfllBikTA RS. AUMMMP "WKL.9ENTATNE Gerard F - �4 - Fna+,00amAE�,ce sla 0.00, 000 E OANAGE (Any mB �! S 50 0 00 AUTOMOBILCLUBILm XM0890030 MEDrw(Myp imm" S 3 06 5,000 ANY AM 00 3 06 01 ' ALL OWNED AVTO$ COMBINED MNOLE UMR S X SCHEDULED AUTOS X HIRED AUTOS BODILY MIA)RY IPV' Dow) S 500,000 X NON -OWNED AUTOS lTOaIY IN,A/RY 500,000 GARApE UABS.II'T PROPERTY DAMAGE Al U0,000 ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY: - . ! EACH ACCIDENT EXCE3.9 LEABALfTT BFS00000416319 GATE 10 28 99 10 28 X VMeREu ' 00 EACH COCURREGR ray0000100 OTHER THAN UMBRE UA FORM AGORMATE �5 000 000 MPLO RS COMPSHSATTON AND EMPLOYIERS' LIAB0.RY NWA 17 0 5 8 7 8 01 10 2 8 9 9 10 2 8 0 0 x s THE PHOPRIEToa PARTNERSIOXCUME • L�tM . FL EACH ACGDENT S 1 0 0 0 00 OTHEERS ARF Dca a USS S-POL" %.l IT S 500 000 OTHER - In M- -. EMPLOYEE S 100, 0 -00 OF 9IKRAnONyf10CAT7pV.WMcLSS- PECI� hZMz TOWN OF NORTH ANDOVER ATTN: WIRE INSPECTOR TOWN HALL NORTEK ANDOVER MA 01845 SHOULD ANY OF VME ABOVE OFSCMBED POLKM$ BE C4 fMUED SEMOR THE EXP}RATION DATE THEREOF, THE I MDIO COMPANY WILL 4fbEAVOR TO HAIL ILL- DAYS WRfrM" NOTIM TO THR CERTIFICATE MMA&R MAYRO TO THE LEFT, BUT FAILURE TO MAIL SOCK NORL'E SINLL IMPOSE NO O&LIGATON OR LUU lwV OF ry rjhoITE ANr hd A OR RfllBikTA RS. AUMMMP "WKL.9ENTATNE Gerard F - �4 - MAR -16-00 THU 11:12 m P. 'tii± i 11C^ (.tJIJ3JJ3Ullt1,(,tltLil VI. 1 aal,,�.u4,�u .t .�. `C71 C�1�cpurtrticttt r)J 1 u�aJit:.yoicty �t U0AIIU Oi-' FI11E PI1CVVI-Tiatl ilLi(iUl1�7)011., S,F CJ.I)i tzQ3 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to tK pelvipncd fib aceardance twat alit ht^rr..ehusaria Elecrneal Cods, 52) CP11t 12:00 l'1U;1IT 711 1:3110 Olt. 3.-rll ^ ALL 3;11FOIUJA3,,71011) hate March 15, 2000 Cit/ or_Toutt a; North Andover Io the Ltspeetor of dices: ilia undcrsigned applLes for a petoit to perform clic eicctricA l work desccibed belou. Location (Street S Ilumber) Intersection of Lucent North Drive and Osgood Street (Rte 125) ouster ar Ienaht Massachusetts Highway Department (District A 4 Office 0%noerrs Mdress 519 Appleton Street, Arlington, MA 02174 Is UiLs peruit in cort)unccion *with a buLldLng petmlt: Yes ❑ Nop (CLeek Appropriice Box) Purpose of Building N/A Utility AutharL_r_atlon 110. 001981 irl sting Service New 5tr�iceAmps / Vales Overhead ❑ Undgcd ❑ iso. of tkters --~` y1-LULVolts Ovethead U Undg a�.l r'' n1 l+o ---� -- . of ttaccrs 1 _ Ilttrober of Feeders astd Ampaeity Locaciotp anti 1+a cure of Proposed EleccciGtl Work Traffic Sz nalization of Intersection lio. of Llghriag (hltletS IIla. of slat 'Pubs Ito. of Transformers Total iia. of Lighting Fixtures 4 5wlanolnq foul Above ❑ iu•) ll I tYA-----�-- Rrud. Rrttd. Generators 1tYA No. of 4l�<eptacle Outlets —1110. of Oil Burners 1Ito. of F.mergcucy Liglitltag 8attery unire 110. of SwLtch outlets Tito. of Lias Burners FIM ALAN IS No. of zonas 110. of llsnges Local ito. of Detecclatt and ----..... No. of Air Coad, Ito. 41 InLCLat1119 Devices Ito. of U1slp0salsi11 F us lacTo rat local KV 110. of 5outldLtg Devices iso. of i)istivashersi Ila, of Self Costtaitted 5paee/Area Ileacllig UccccrLoti/Soutislltg Devices Ila. of Dryerst "1 ttunicipal 11----� 11eaeing Devices 14c.31 Coll neetiont_10ther Ito. of hater llewtcrs 1W yilot of iia. of I�w Yoltage iS1 ns Dal)as[s lilrlp2 Ila. Ilydro Massage Iubs I sto, of Ibtors Total ILP MUM COVE=E: Purswnt to the requirements of Kusactiusects General Laus I ItAve a current Liability Insurance Pollcy inr-luding Completed Operations Coverage or its substantial equtvalenc. YESax 110 ❑ I stave subteitted valid proof of case to this office.Y - 110 [] If you have checked YES, please lndlcace tilts type of Coverage by cliecking the appropr ate box. 111SUMICE xH 130111) ❑ ULILER ❑ (Please specify) Certificate Artac e EstllpitceJ value of Electrical Work S$1,000.00 � paraeion uacat 1 000.00 Will Call Will Call Work to Start—U29/00 Inspection Date Aequestedt Rougli Final Slgaeu undcr the f)ohaLtles of parjuryt rim twin Coviello Electric & General Contracting Co., Inc. LIC. 130.11) A9947 Lleertsec SergjQ_Coviell0 Pres. ,Signacure LIC, 110.{1=?19947 r Address 101 Hicks Avenue, Medford, .MA %,i,l,(02155 )d4. IeL. Ilo.781- 391-40U ' Alt, iel.•110781-395-4416 OtntEli'S 1tiSUtlAttCE tJAIYE7tt 1 am aware that tits Licensee does not: the Insurance coverass ut! Ica aw4- :untlal enulvwient as reQaired 4y llaa.aehussCCs GQparwl— suit app slut my !Isnature oft t -Ills pertntt =pplicatiou watves.thLs requirewent. tinter Anent (Please ttteeK 011411 Penaii Fec: _ Telephone Ito. Iteceint" LIAR -1 6-00 THU 11: l2' M F. • I 11� 1tiC L Ut111J1UIJll:<:U1Clt t./l.1 ut._IIU.,t_c..,�`U7 r � / DcpcJnutct►r of !'t�blic Saicry . f UOAIIU OF FIRE PREVc111t011 ItI;CUi.1.710t13 S'T CI.111 1=0 APPLICATION FOR PERMIT TO PERFORM EL E -u7, RICAL MI '.'*fit to bt "'Per"""tIn .ceo(d.-.cc "III rile hu latettujens fleunul r"t. S17 0111 12;1X1 -WORK ( Ll`;L' 1'IU rr Zit T: K 0:1 TlPC A .LL LlIFOJtt1Q�X011) Date March 15, 2000 Cit7 or -Tout, of North Andover - ao the litspector of lures. !ht undersigned applLts iOr a peroie to perforlo elle eleetric.aL work described b clow. 1-0eation (Street & liumber) Intersection of Lucent South Drive and Osgood Street (lite 125) Ovtler or Tenant Massachusetts Highway Department (District # 4 Office) Ov"t;r's Address S19 APPleton Street, Arlington, MA 02174 11 this permit its con)unctlon ulth a building permit: Yes ❑ llo (Cheek Appropriate Box) , rurpose of Building N/A Utilil:r Authorisation 110. 001980 tAlAting Service Anes / Voles overhead Und$rd❑ Ila. of Haters Ile- -service 100 AWps I20 / 240 Voles Overileaa ❑ Undgrdg Ila. of Iktltrs _i _ Ilutaber aE Feeders and Ampaeiry t Locatlott at►d liatt,re of Proposed Electrical Uork Traffic Signalization of Intersection ilo. of i,lghtl,ng outlets I110. of Ilat tubs Ro. of transformers Total rvt Ito. of Lighting rLxtures Swimming Pool t;rov Attpe 0 (--} Rltlrn-dt ❑ I . Cenerarors XVA too, of -IL.ceptaela outlets A Ito. of oil Burners Ito. of Emergency Lightiog Battery Urticz Ito. of Swliclt OtJttets I11o. of Cat: Bursters `FIRE A" is Ito of Z Hoa. of Ranges Ito. of DlsposaLs Ile. of Qtshuaslters No. of Dryers Ila. of slater Ilc,cers K:1 Ila. Ilvdro Massage Tubs DIMER: onus 110. of Air Coad. tori ilo. of Detection and _ tons Inithtlttg Vcvlcea Ileac 1:ocai 10tit 1 Ilio. of I'maos •p tt, kll 110. of SouttdiLJg Devices 1 Space/Area Ileating Kip Ila, of Self Contailteel Uetectlon/Sounding Llevlecs _ ( Ileaeing Dt vices KWhaul t1 11unieipal Other ',1 Connection❑ Ilo. o[ ito. of Low Voltage Si ns Ballasts Miring Ito. of itotors Total It? i USUMICE CUV RAGES Pursuant to the requirements of Massachnsctts General Laws 1 have a current Liability Insurance Policy ina1u4Lug Completed Operations Coverage or its substantial equivairttc. YFS&X 110 C1 I kava subtaittetl valid proof of gaze to ttlls office. 110 If you stave checked YTS, please indicate the type of coverage by checking the appropriate box. IttSUIUIiICE ® 00110 ❑ 011LER ❑ (Plc.ae Specify) Certificate Attached Estimated Value of Electrical Work 5 1,000.00 (EXptFa-r ion uate,Will, Call Will Call Work to Start—(20/00 Inspection Date Requested, Rnugh Filial Slancu under the prcnaittes of perjuryt Ftwi AAAI-- Coviello Electric & General Contracting Co., Inc. LIC. 110.(A) A9947 Licensee Sergio Coviello Pres. slgrucure ,rPres. LIC. 110.(I:)A9947 Address 101 Hicks Avenue, Medford, MA io( 215 aos. Zal. llo.7$1-391-4630 —`- AIL. -1-11o781-39 -4§16 MICK'S 111SUMICIC WA1VERl i Ain aware tnae tits L.Leenaes does nor have the Insurance coverage or acs suo- seantLal eouivalent as required by Kaaracitusaees Cenerelws, ana ttu[ my sigrucurn co Ellis petrtatt applicataots vslves.tttls rttIuiresenc. O%ntcr Agent (Plisse cltecit one% I'cn:ti: Fee: ... 1---- . Telephone Ito_ ReCClot — Location 1Ib0C> �f t N o. 4, '42. 7 - Date 2 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 2741 Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ c k1 Building `hsoector -1 -1 Div. Public Works 0 � C t[ ' � 7 cn G O [ � C dd e t z C C U C - mi > ' ° C z E- o O U CO) �a z O ` y 0 z Z L _v' �QN Z Z U C) r0 v7 C C s I..M 0 0 < G = c � s C C U J k N ^ W F W F ca r O U U L [+U] z W z [UaJ z U c c c C z OO z z �1 is F Lq V U U ►M.r 7 � � � w ` z Z O =_ r C C _ y C — v r~r O t � O I J® Z ) oo i F W \� `�A1 — F z ll;t` Z nq O = ti C U U L 4 z_ z � C t[ ' � 7 cn G O [ � C dd e t z C C U C - > ' ° C z E- o O U z O ` z Z v7 C C s 0 0 < G = c s C C U v U w ^ W F W F ca r O U U L [+U] z W z [UaJ z U c c c C z OO z z z is F V U U z z a C C � C t[ ' � 7 cn G O [ � C � t z C C U C - > ' ° z E- o O MEN 1 y t r W cn C C � z z C C U C - 1 y t r t*%. r� rJ .+ ui 1 '1 '7 660 o �¢ w O m L Q p ti i C1 cn w z z m C ° ca C u° 7 T v U ro C [i w c z a _ d ri 0 w z U `' U W I V cn ry w O U w a z z C� LOD C w w w w R' kr G c0 o cn u v cn :ca :pG c� O G C r � CCD Q y = LTJ ' mco O _ c a 1: E _ C O � z V O o1OL c v✓ K� s:mm a c/ ) u3 L y `; r 4 32 �: C .E m Cry Q r(w .y O c O C/ ) :._.. cb ^ {� _ O w` C +j: C y Q ,� W m .2 ca co • C O. O f•' m y O C '♦ m_.. 3 N D c a= y 'aL E z o• u r y Qa U m o�� c i a H C 0.50-0 8 O CD LL. F- gyp. Q. •_.. CO ? a7 0 MCD CLL G Q CO Q m --, rte' L 5 Q CL N G CO m. CL H C M 0 U) U) W w IrW ui U) W -LLAM J. SCO TT Director (9 7 8) 635-95,1 Town of North Andover f NORTH OFFICEOF COMMU`r'I bEVELOPMENT AND SERVICES 27 Charles Street 9 North Andover. Massachusetts 01346 SACHust 41 1 Fax(978)685-9642 in accordance with the provisions of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed or in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. The debris will be disposed of in: (Location offacility) Signature of PYn-K Applicant q / 1/9 Y — Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector 'J - I R BOARD CP a3PLr.LS 623-9541 BL1LD NG 68S-9545 CONS E'RVATION 683-9530 HEALTH' 638-9540 PL.kvi 1!NG 683-9535 FORM U - LOT RELEASE FORM r_ t � l INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from- Boards romBoards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ***** ** ***************APPLICANT FILLS OUT THIS SECTION!**********************" APPLICANT b PHONE 9 -.3i-- LOCATION: Assessors Map Num, ber• O PARCEL ,.,�r 1 '12 SUBDIVISION STREET LOT (S) ST. NUMBER /600 �********OFFICIAL USE ONLY*************** RECOMVENYATIONa OF TOW A NTS' - ZY CONtIfRVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS AA .0 --A W tA) 106 t COMMENTS FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMMENTS UH I C mr-icl . 1 CL DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED PUBLIC WORKS - SEWERIWATER CONNECTIONS N�iA DRIVFIMAY PPPUIT FIRE DEPARTMENT RECEIVED BY BUILDING iNSPECTOR DATE g Revised 919; jm 4093 �1 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ... pg. j e ...... ............ has permission to perform .................. plumbing in the buildings of at 5.5.c �� ........ ... I North Andover, Mass. cl Fee:4 7—Lic. No .......... . \'. . . t .. ......... PLUMBING INSPE&OR 0 e C- . 0.) 08/04/99 11:27 5W. 00 PAID WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MAP 1VMASSACHUSE' PARCEL (Type o l4pl)) NORTH ANDOVER, MASSA Building Location a New M Renovation S UNIFORM APPLIC ION FOR PERMIT TO DO PLUMBING Owners N Type of Occupancy Replacement F1 FIXTURES WMate � Z e -c Permit # Amount a, i Plans Submitted Yes 1:1 No 11 (Print or type) Installing Company Name Address — Check one: Certificate Corp. Partner. Business Telephone 0 Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: ❑ Liability insurance policy F] Other type of indemnity ❑ Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above threeinsurance ignature Owner Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By: igna ure o censed Plumber Type of Plumbing License Title City/Town License i um er Master ❑ Journeyman APPROVED (OFFICE USE ONLY . ,c�ccccccccc�c�ccccccccc .. • ccccc!�c,// ONE cmom ccmom wig Wil 9- mom ���II Milommomommoom Now • mmmommnmoomm Now . • .-...5 ................... !' .....----.0 1011...111111111...101011111 {' �vmomnm� mommommi M1111110111 ���y NONE (Print or type) Installing Company Name Address — Check one: Certificate Corp. Partner. Business Telephone 0 Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: ❑ Liability insurance policy F] Other type of indemnity ❑ Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above threeinsurance ignature Owner Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By: igna ure o censed Plumber Type of Plumbing License Title City/Town License i um er Master ❑ Journeyman APPROVED (OFFICE USE ONLY N2 1788 slow Date.................................. TOWN OF NORTH ANDOVER = PERMIT FOR WIRING a 14 This certifies that ....... TCA^..n ..... .... Co ............................. T has permission to perform ...... �4-5-fq.f.;00 .................................... wiring in the building of ...... . . ...... v! ......................................... at ..... 1-6-0.0 ...... ................... Northoer,..M. ... a.s..s. - -",q e!z . .......... Fee 1423V. Lic. No./& .... ......... . . . ...... ....... Iff,600 i�Eic�m cAL MpEcToR C, � 4 0� 15, t WHITE: Applicant CANARY: Building Dept. PINK: Treasurer I title C�ammnrlwettittt of �'tttBsari{usetis Department of Public Safety 6� BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 A 4 / FORW Office Use Only Permit No. Occupancy b Fee Checked 3190 Ikave blank) RDLICATION FO��RRFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 517 CMR 11:00 Date 2 7 ALL INFORMATION) Ve /— undersigned. -. undersigned• applies for a permit to perform the electrical work described below. Location (Street b Number) Owner or Tenant L ( L e. L '� C 61 11 et1I C f Owner's Address \At a nn -- a To the Inspector of Wires> Is this permit in conjunction with!a building permit: Yes (Check Appropriate Box) Purpose of Building Q I< � SLL 5 j L Utility Authorization No. Existing Service New Service Number of Feeders and Ampacity Amps / Volts Amps / Volts Location and Nature of Proposed Electrical Work . Overhead ❑ Undgrd 0 Overhead ❑ Undgrd ❑ No. of Meters No. of Meters OTHER 1 INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I ha,e a current liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES O NO 0 1 have submitted valid proof of time to this office. YES u NO IJ II you have checked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE ❑ BOND ❑ OTHER❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work S work to Stan Inspection Date Requested: Rough Final � gned under the penalties of perjury: JJ FIRM NAME d Llll A • Pit- is Y LIC. NO. A 7333 Licenser / Signature LIC. NO. �ddrrss a7c C Ie S5, 0Ig13 f Bus. Tel. No. i/7 -3W- 77 Y V Alt. Tel. No. am ,.varr •^at the ucenWe does not have the insurance coverage or its substantial equivalent as required by Massacnusem ,.. �. ., f. �n,l '�.�:-a;�.i. ,•,� �.% ,x -,mit .IOL'1'catiUn :his (",jirement Owner Agent (Please thea one) TOTAL No. of Lighting Outlets No. of Hot Tubs No. of Transformers KVA Above Its• No. of li htinR Fixtures Swimming Pool grnd. ❑ rnd. ❑ Generators KVA No. of Emergency lig ting No. of Receotacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones of Detection and TotalNo. No. of Ranges No. of Air Conditioners Tons Initiating Devices No. of Sounding Devices Heat Total Totar- No. of Disposals No. of Pumps Tons KW No. of Self Contained Detection/Sounding Devices No of Dishwashers Space/Area Heating KW Municipal Connection ❑Other No of Divers HeattnR Devices KW Localo No. of No. of Low Voltage No. of Water Heaters KW SiRns Ballasts Wiring No Hvdro Massage Tubs No. of Motors Total HP OTHER 1 INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I ha,e a current liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES O NO 0 1 have submitted valid proof of time to this office. YES u NO IJ II you have checked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE ❑ BOND ❑ OTHER❑ (Please Specify) (Expiration Date) Estimated Value of Electrical Work S work to Stan Inspection Date Requested: Rough Final � gned under the penalties of perjury: JJ FIRM NAME d Llll A • Pit- is Y LIC. NO. A 7333 Licenser / Signature LIC. NO. �ddrrss a7c C Ie S5, 0Ig13 f Bus. Tel. No. i/7 -3W- 77 Y V Alt. Tel. No. am ,.varr •^at the ucenWe does not have the insurance coverage or its substantial equivalent as required by Massacnusem ,.. �. ., f. �n,l '�.�:-a;�.i. ,•,� �.% ,x -,mit .IOL'1'catiUn :his (",jirement Owner Agent (Please thea one) CERTIFICATE OF USE &OCCUPANCY Town of North Andover Building Permit Number o37 (2 " ��'�'�� Date -�-u ijc Z /S'S'A' THIS CERTIFIES THAT THE BUILDING LOCATED ON I �oOCb DSCv:g�o;� �`(-►2�Z I MAY BE OCCUPIED AS R e+L O koat. ka a. OMec= ! %ACE7N ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 40 TN , CERTIFICATE ISSUED TO Ly-ccZ Tfir-Li uo 0. 1 Lo to 0 o S 400'D C`t Yzt�'fi� p ADDRESS L-DoWn-A 01119 0/0¢S JJAC NU S�•�-� tlding Inspector ORTH ; I - - I P9ecmT Na. 0s7 Mov�cra� OFF�'� TOWN OF NORTH ANDOVER APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY: LtjcEkr 7e4.#mo&ob/ES /,vc. /poo 05G0op sr, wo AmoovEle, n!14. DATE REQUESTED FILED/READY FOR INSPECTION -TkAl e I j /9Q f CLOSING DATE ON PROPERTY: Al 14 FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED A66WORK AND PERMIT SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. v E -INSPECTION FEE OF TWENTY DOLLARD $20.00) WILL BE CMARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNED ROUTING 0A CONSERVATION NA PLANNING DPW - WATER METER 7A] NOTE: jrX IS r/NG- N.47rC A0CrC 5 IN JOt-466 DPW MUST INDICATE THAT WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW Signature f FF$ Rcgloaal Me= Nurthemn RV" Blooanpwg, PA 570179443% South cmuml "a Urns, TX zI V 22)•5515 wotaso Rt&n Los Aastlat, CA 310/559-7287 >~ jd*w $gaoa Madfom wt 601V 221-3361 ttoshQ4 IN 219/533-8094 Saot6qu Ripa Ralcigh, NC 9191845-8458 KvRq 0 W. Rn� Rxkdl . Pls Corporation 2402 Daniels Strew MatiisM W153718 Ra WW& -y W33, Lwelat Tecdmolagias Dw Mr, Rein+l: Feu a telglcme call last we& fin Mr- 7btmoas Rng&s ad the Masaactiucetta DVarm= of Fublio` the awe refermaed -_ Shy. -_ pro}o� era now be labeled Pleaso haw Yalu inspe" ftVAW dw spptopriate msigais and s:ce dirac>notca to Mr. Ran Wv�lfv, Ce�r Hasastta� NISI as st>oa a� Pn6h'since he is tae dosea PFs Cowraticm dein mspe=. At. Woi£a will i nsw dte ids4M4 on to w4du6r buildlag himself Should you hAve any questim. Please 5te1 fine to can this oeiea at any time. CM*Utti*l Brian x Willis, PE SeWm StaffEngmeer( PLW Ekui= Ne t eLd Reg *W OffiM Cc: Richard I., Wermer, PFS -PA 110M Rogers, DPS -MA Paul GlbsaQ, WMC-IN. HECEIVED JUN p g 1999 OUILDING DEPT. a� o m = y O QH CL A n co so y m=OO Cl) �■ Z ?-C H '1 y-�•e oma. m yCL o. '*f El O O m H O =r IM CO) P o�Pu*• Z oCDm — d O to -w O O y n O OZti•CS: .m CD c Z :�- .{s ° o 'o Cr1 a �' '' D CL c� g s W o m CnD = d—• y n H� O O to o. C :Z cn OCD E � �• CL � y Qd =r dm — CD .9A ` Z' � — p CD to :r • CD O CD Q O c63 _. CD z y _ CD I ;t ED = H O y 0 CDCD -:24 CL C):o c N CD o c o i a 0 r 0. o . Q1z o g w Ix O �y 7y "rf n O t� •^ O ~ ., o a oGa x �• �, x Crl r m ►� x r w ac �� w� � O n td C)�4 $ r 0 " to d 10 t7l �g z 0 c CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number o37 (2" Date -�-ukjcgi, 1S 5q THIS CERTIFIES THAT THE BUILDING LOCATED ON I (noc� oSC`t-oo;� MAY BE OCCUPIED AS 09 cior!��N ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. G• , CERTIFICATE ISSUED TO-���`r-z.�-r uo Loci �r�c . "o c 1 to o s p ADDRESS Lzo►2-hA M19 oi8¢5- �''�CHUS 72tudding Inspector 20/011 TOWN OF NORTH ANDOVER NORTH ANDOVER MA Perini Building Company, Inc. Eastern U.S. Division 73 Mt. Wayte Avenue Framingham, MA 01701 RECEIVED OCT 14 1999 BUILDING DEPT, ATTACHED CHECK IS IN FULL PAYMENT OF ITEMS LISTED BELOW. PLEASE DETACH THIS STATEMENT BEFORE DEPOSITING I ................................ .................. ........... .... . . ...... ...................................... ........................ ........................ ..... U. ........................ ........... --l-.1 .............. . ............................ ........................ E$.CR I. ...... ... ........... Tco........:::::::.:::::::...............:0 ...................... ........................... ............. - .................. .......... ............................. ............. ..... ........ $$AM0 -.: . .................. .................... .......... -- I-- ......... .......................... .............. ......... ............... .. I ................ ............... ....... ....................................... ..................... PERMIT1137 09/18/99 2,050.00 2,050.00 ........... .................... - ... .................................. .......................................... ........... . ... --- ................................................. .................................. - . ......... - ......... ....................... I ......... ........... ........ ............ ................................... . . ........ ............. I ................ ...... .-.- ...... ..... ............. . ..... ...... .. ..........:X...XXXX� � ........ ........ .......................... - ... ....... ........ .................. . ....... ... . . . . . . . ......... .. .................. 97468 10/01/99 1 04079 TOWN OF NORTH ANDOVER $2,050.00 Lucent Technologies Bell Laky ImmNatinns 0 Stan Swerchesky Perini Building Corp. 18 Sept, 1999 Per your request the cost of the generator and chiller associated with the UPS project as follows Diesel Generator $ 233,760 Chiller Unit $ 81,600 -r4M' 3is; .36a nNI,o 7r' OFFICE OF BUILDING INSPECTOR ' TOWN OF NORTH ANDOVER '•': CONSTRUCTION CONTROL PROJECT NUMBER: 22a 56 PROJECT PROJECT NAME OF BUILDING NATURE OF PROJEi IN CC RDANC WITH TICLE 116 OF THE MASSACHUSETTS STATE BUI DING ODE, .OrAL�� REGISTRATION NO. BEING A REGISTERED P OFESSiONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ FIRE PROTECTION ❑ eEE KI STRUCTURAL ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH P COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MAS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT A THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC )K qQ ''SIGNATURE 1 �. SU RIB ED AND SWORN TO BEFORE ME THIS 2 ! DAY OF �&IA*A - 19_j )26�1 N RY PUBLI MY COMMISSION EXPIRES O' • •.... ' OFFICE OF BUILDING INSPECTOR �h TOWN OF NORTH ANDOVER '•': CONSTRUCTION CONTROL sfx�� PROJECT NUMBER: ; 21,�67A7 PROJECT PROJECT NAME OF NATURE C INACCORDANCE WITH ARTICLE 116 gF THE MASSACHUSETTS STATE BUILDING CODE, I, DAV/D Co MAA) cNf REGISTRATION NO. 3�17� BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ FIRE PROTECTION ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ E CAL ET" OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCC ANCY. *UfIE - gN TO BEFORE ME THIS�AY OF &�Am19 N TARY PUBLIC MY COMMISSION EXPIRES °� •°"'" OFFICE OF BUILDING INSPECTOR ..7 .. �ti0 ' ' TOWN OF NORTH ANDOVER '• �: CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCA' NAME OF BUILD. NATURE OF PRC IN ACCORDANCE WITH ARTICLE 116 OfTHE MASSACHUSETTS STATE BUILDING CODE, I�E 1, ,;—, " , VLAI A4ENGN/N/REGISTRATION NO. e/m7w,7 BEING A REGISTERED PROFESS iONA ENGINEE ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVIS THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ ECHANIC L FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND' PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. ,f tPA/t�►v / // SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS CQ � DAY OF be"- 1999 N Tk_R, 6L1 MY COMMISSION EXPIRES Ih, Zx� OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL ti+Cw� PROJECT NUMBER: 2?Z67,s PROJECT PROJECT NAME OF NATURE C IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, G 4 A, To n3 A, L� uTTorj REGISTRATION NO. `2q 3 �J BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ESTREUCTU*RALmECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND' PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SI ZTA � TURE CRIBED D SWORN TO BEFORE ME THIS DAY OF RY PUBLIC MY COMMISSION EXPIRES—� , N2 2 J 3 0 Date ....... 01 AOR r TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .... . .......................... ............ ... ..... i�4 .................... :T . ..... ..... ......................... has permission to p/erform ................ wiring in the building of ...................... ; ............................................ , / . . O� ....... e::l .... .......................................... . Northikndover, Mass. .... ...... ...... Fee... Lic. �oj.q .. ............................................................... ELECrRICAL MpEcrm WHITE: Applicant CANARY: Building Dept. PINK: Treasurer s OTHER of 4e crummnnwettli4 of filx8sac4u"fis Department of Public Safety BOARD OF FIRE PREVENTION REGULATIONS 527 MR 12:00 Office Use Only Permit No.� Occuparscy b Fee Checked 3M Ileave blank) APPLICATION FOR PERMIT TO RFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:1x1 (� (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date City or Town of / If p dV ! To the Inspector of Wires) The undersigned• applies for a permit to erform the electrical work described below. Location (Street 6 Number) Owner or Tenant G ert j— -yl-e C A not oe &'e J Owner's Address Is this permit in conjunction with as building permit: Yes L`I No LJ (Check Appropriate Box) Purpose of Building in ! o(Ay ��r —e Utility Authorization No. Existing Service Amps / Volts . Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I have a current Liability Insurance Policy including Completed OMations Coverage or its substantial equivalent. YES O NO O 1 have submitted valid proof of umc 16 this ufftic. YES u NO IJ II you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE El SONO Li OTHER❑ (Please Specify) (Expiration Date) Estimated Value.of Electrical Work T Ivurk to Stan Inspection Date Requested: Rough Final gned under the penalties of perjury! ""FIRM NAME ohil ���N � � LIC. NO. A 333 11censee Signature LIC. NO. ,ddrrs, �7� S1Gt e �f � fi ('a�sr �r'i��r� /Wgss Oa ! 3 � Bus. TelNo.07-SY7 7i�!y Alt. Tel. No. ,,, i = : am , .Jre'^.at the ucenscc does not have the insurance coverage or its substantial equivalent as required by massactiusrtts "�•'J. •A% ,n.) •"J: "'. C�J:.;'t' ,•, •^ % ;x',rnit jvjL,i,c3oon '.ran P1 :his rm jitement Owner Agent (Please check one) TOTAL No. of Lighting Outlets No. of Hot Tubs No. of Transformers KVA Above In - No. of Li hung Fixtures SwimmingPool rnd. ❑ rnd. ❑ Generators KVA No. of Emergency lig ung No. of Receptacle Outlets No. of Oil Burner Battery Units No. of Switch Outlets No. of Gas Burner FIRE ALARMS No. of Zones of Detection and TotalNo. No. of Ranges No. of Air Conditioners Tons Initiating Devices No. of Sounding Devices Heat Totalota No. of Disposals No. of Pumps Tons KW No. of Self Contained Detection5ounding Devices No of Dishwashers Space/Area Heating kW Municipal ❑Other Local Connection No. of Dryers Heating Devices KW No. of No. of Low Voltage No. of Water Heaters MV Signs Ballasts Wiring Vo Hvdro Massage Tubs No. of Motors Total HP INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I have a current Liability Insurance Policy including Completed OMations Coverage or its substantial equivalent. YES O NO O 1 have submitted valid proof of umc 16 this ufftic. YES u NO IJ II you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE El SONO Li OTHER❑ (Please Specify) (Expiration Date) Estimated Value.of Electrical Work T Ivurk to Stan Inspection Date Requested: Rough Final gned under the penalties of perjury! ""FIRM NAME ohil ���N � � LIC. NO. A 333 11censee Signature LIC. NO. ,ddrrs, �7� S1Gt e �f � fi ('a�sr �r'i��r� /Wgss Oa ! 3 � Bus. TelNo.07-SY7 7i�!y Alt. Tel. No. ,,, i = : am , .Jre'^.at the ucenscc does not have the insurance coverage or its substantial equivalent as required by massactiusrtts "�•'J. •A% ,n.) •"J: "'. C�J:.;'t' ,•, •^ % ;x',rnit jvjL,i,c3oon '.ran P1 :his rm jitement Owner Agent (Please check one) Date.A N2 1433 AO/c/. TOWN OF NORTH ANDOVER PERMIT FOR WIRING L . ........ This certifies that ............................... ..... .. .. ....... ... . ..................... has permission to perform ... .................... ......................................... wiring in the building of ........... �--a.w&7n .................................................... e� ct at ... C� .............................. . North Andover, Musp CM Fee.. No. -411� ....................................................... CU ELEcriticAL INSPECTOR CU C <> WHITE: Applicant CANARY: Building Dept. PINK: Treasurer Of 4r (rammnnwPslt4 of Asnsnr4twr lt7 'IV Office Use Only Depanment of Public Safety Permit No. BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy b Fee Checked 3/90 Ikave blank), APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code. 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date q/—j 1A 0 . City or Town of A10 Ari U 4ye-r To the Inspector of Wires) The undersigned- applies for a permit to perform the electrical work described below. Location (Street b Number) goo OS zoa J Owner or Tenant L v e en 110 /o a/ e- i Owner's Address .::) of 1'l't Is this permit in conjunction with a building permit: Yes No U (Check Appropriate Box) Purpose of Building O'FPlGG a *1d LQ� Pena V410, 1 Utility Authorization No. Existing Service Amps / Volts . Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of LiRhtinR Outlets No. of LiphtinR Fixtures No. of Receotacle Outlets No. of Switch Outlets No. of Ranges No. of Disposals No of Dishwashers No. of Dryers No. of Nater Heaters KW No Hvdro Massage Tubs OTHER: No. of Hot Tubs Swimming Pool No. of Oil Burners No. of Gas Burners No. of Air Conditio Heat No. of Pumos 5pace/Area Heatin T Heating Devices No. of No. o SiRns Ballasts No. of Motors Total HP TOTAL KVA tors KVA Units FIRE ALARMS No. of Zones I otal No. of Detection and Tons Initiating Devices ota I No. of Sounding Devices KW No. of Self Contained ing Devic Detection/Soundes KW Municipal ❑Other KW LocalD Connection Wirin INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES O NO O 1 have submitted valid proof of same to this uffrce. YES iu NO IJ II you have checked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE ❑ BOND ❑ OTHER❑ (Please Specify) (Expiration Date) Estimated Value.of Electrical Work $ Wurk to Start a T. Inspection Date Requested: Rough Ficin �igncd under the penniltiiee5 or penury! Ape FIRM N ME `/ ohn A • Pe -n e—Y &, / tic LIC. NO. 7 333_ Licensee Signature LIC. NO. ,ddrrss IQ70 sl c/ viey t�CtH2l�l� tCj NSI O Q I Bus. Tel. No. d/7', -t17- 77Y q Alt. Tel. No. ".� `.t 4-1 .'.,,L.kNk-; •'• A,, i; : aT d. jre'^.al the LicenWe does not hare the insurance coverage or its substantial equivalent as required by htassactiusem .-J. ..— ,via :^a; ., '^, a•,mit ivoncition :hi% rMiaeineW Owner Agent (Please check one) FES -12-97 WED 09:41 AM TOWN OF NORTH ANDOVER 508 '� '-- , �"•� ��••••• � ■ •.• aia�frvrtiiYi M�r'LwI\ 1 i{d(� r vn ir'Gt1M1 ! �` — (Pant m Twn) 6$8 9542 P.03 u4 f-4.ufYflaff au 014 1.1 v N4 ANDO _r mss* Dai 'y .. la r7 I a + No� i .f �� r i PamdlJ•- �/ Name �(/G�YTLLA(0,o,1A--S New 18 Re'navation is Replacetrtent Pians Submitted: Yes g{ No. q aIDc- '��O �1XTUHL� - Installing Company Add'rsss—Ao x Business Telephone Name od Licensed Plumber i oh si /r. Check ons: Cadkicate MCorp. 0 Partnership 0 Firm/Cn. I have a current Ilablfty tnItMance poIlcy or its substantial a tie K you have checked M. piese4 indicate the ��� Yes Q No Ca type coverage by checking the appropriate box. A liability Insurance policy 0 • Other type of Indemnity t7 Bond q OWNER'S INSURANCtk WAIVER: I am aware that the fttansee dgto not haye the Insurance coverage required by Chapter 142 of the M to. 4eneral w and that my signature on thIS pemdt appllcatlon waives this tequirement. Check one: WAurs o a Ownst a on /c 6 Cer O Agent A l hereby amity that aA of !hs detail; and Intormaltat I have wt�nittad (or inland} ti �,,,r app i Ike V" and a=xate to the bast of my ift"dDrovisions of the Massachusetts St■ta !a and that as b1nQ wak and Installation: t3atfomwW under the imll p+�ne. tas+iad for tNs appkatlon wile h Ca ba f11Q8anp with AM Jti'i'rirKD (OrME USE ONLY) FEB. 12 '97 (TUE) 03:57 0ja 0 W� �. Typo of MurnWq Mean. Mastef p Journeyman 0 COMMUNICATION No:9 PACE.3 3595 TOWN OF NORTH ANDOVER 0 49 PERMIT FOR PLUMBING This certifies that ...................... has permission to perform . jyr4".0eA4.yf. O*ft.4r . . . ..... . plumbing in the buildings of ��c 1r.A74-. . ,r(? < 1-/%,. co at. 1.6 0 19. ............. I North Andover, Mass. Fee clk� Lie. Nd-./Z,!� ?:� . ............... PLUMBING INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer e ONlce Use Only _. u t Lfommum>'t of �a�z pwmit No. Mitt _. o«:,ptcy A h. 80ARD OF FIRE PREVeMON REGULATIONS 521 CUR 1200 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WOR All work ro be performed in art prdance with etre Massacnusetts Electrical Cade. SZ7 CMR;2:())D_ (PLEASE PRINT IN. INK OR TYPE ALL INFORMATION) Date f� ` M;, or Town of NORTH ANDOVER To the Ins ector of Wires: The udersigned applies for a permit to perform the electTifal work described below. Location (Street & Number) Owner or Tenant Lr1��� �`'ec�rlG��►C (' Owner's Address Is :his permit in conjunction with a d/uilcir.5 �errnit: Yes No (Check Appropriate Box) ?urpcse of Suiicing �o"t�r°otn TCertolAr,Y!C'#I Utility Authorization No. Existing SerAce Amps __J -_Vcits Cverread '_ Uncgma ❑ No. of Meters New Service Amps 1 `/oits Cvernead r" Undgmd G No. of Meters Numoer of Feeders and Ampacity Location and Nature of Proposed Eiec:ncat 'Ncrx Tatai i- No. at L:gnnng Cuvets i No. KVA No.:t Lgnnng = xtures �.c: Lcve�-- S'r'r m ng -c _ n- -C. _ i Generamrs KVO` i No. at Emergency Ugnang No. at Receotac:e Cutters No. at Cil Surners i sar:ery Units No. cr 3as _overs ( FiRE ALARMS No. at Zones No. at Sw+tcn Cutlets :atai No. ct Cetecuon and No. at Ranges i No.:: a+r =zr..c. =ns Initiating Cevicas No. at isccsats D Nc.=t eat `:at _r..cs 'or.s 7a;al C:! No. ct Sounain Devices g No.:. felt Cantainea I Ca:ec::cnjSouncing Cav+ces ! No. at Cisnwasners — Munic:cai r-Ctnar No. at Ctyers i -ea::n4 :ewcas n; _:Cal -= Cannec::an _ I No. at NC. a: I Law ':cltage + Na. at water Hearers Kw 1 Signs 3a:las:s Nirtnd No. Hvcro Massace Tubs ! No. ct %ictars -crai '+? C HE{ : INS::RANCS COVERAGE pursuant :o Ina ec::re -er.s :. aassac'_sers general Laws _ _ I nave a current Liad+iiry Insurance Paucy :nC:_d:rg Ccm_:etec C-erancns Coverage or ;ts Su_s-.anttai eeurvalent. YES _ NO _ �-- NC t -,;cu nave cnecteC YES. ,tease ineecate Tte :yce of coverage cy nave suem+rtea valla proof at same :o :ne C•••cs. . __ _ cnecx+ng the accracnate box. INSURANCE = BONO = OTHER = ;please Scec.`+) (Expiration Datel Estimated Value of Etectricai Work S Final worx to Start Insdec cn Casa Racues:ec: Rougn Signed under me Penalties of Pefllirf. �+RM NAME V b l� ✓1 e ii 1/1 P �� `G LIC. NO. UC. NO. Licensee S:Snature Sus. :al. No. Ali. -al. No. ACCress CWNER'S INSURANCE WAIVER: 1 am aware that 7a Licenses Sees ret nave Me Insurance coverage or its suostantiat edtttvaietas Agent cy Massachusetts General Laws. and that sy s gra:ure on AAs :errr:R acc:icatwn •.varves trns reau+remertt_ Owner tP!ease cnecx onel / 96 � OC ' _-e+sonone No. P�aMIT FE_ S tS4nature of Qwner or xger+tt X-656= N2 a 1322 slow Date ...... / - :7 TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ..... . ...... plr.�mLn.j .... (Q: ................................... has permission to perform ..... C.".. fi rj f?w �0 - - /ec fio�).ql � wiring in the building of .... ......... T.'.e.c.[ ....................................... ...... () .. . ............................................... . North Andover, Mass. Fee ... /c7AL. (Z) Lic. No/L.I*i�.3 .......................................................... 0 ELEC17RICAL INSPEe-roR 12/05/97 11:13� 1,961.00 PAID WHITE: Applicant CANARY: Building Dept. PINK: Treasurer Date.... (��11!��177 991 tio TOWN OF NORTH ANDOVER PERMIT FOR WIRING WPM WW CHU This certifies that ...... ....... (� has permission to perform .......... .tw .... t -a wiring in the building of ..... ........ ................................... at ...... .......... 0.-S.5v().C�j ........................ . North Andover, Mass. 40 Fee.Y.��x!��. Lic. No,�f ... 1V ............ 'iI1E"C-T*R-1'C*A-L' *I*N'*S* P-E'C-T* 0** R** C V W 0(40KIP. WHITE: Applic W/10/97 W-': Buildi %f.* PA,DPINK: Treasurer tae 6mmmmwfdo of 04553E*eno lReM lhttad of Public Oddq BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Office Use ply Permit No..�.r �. occupancy A Fee Checked 3190 peeve blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL IORK AD work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 1 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Mor lbwn of NnRTN ANDO R to the Inspect r of Wires: `rite udersigned applies for a permlt to perform the electrical work described below. Location (Street 3 Number) t. Owner or Tenant ' Z UCeu 4— I� CAyl 091 e C - Owner's Address C ¢ -e- Is Is this permit In conjunction with it building permit: Yes No ❑ (Check Appropriate Box) Purposegf Building ( Qn S-tr'(29l �Q�S Utility Authorization No. Existing Service Amps Volts Overhead ❑ Undgrnd ❑ No. of Meters New Service Amps ....J Volts Overhead ❑ Undgrnd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot lUbs Total No. of ttansforrnsrs KVA No. of Lighting Fixtures Swimming Pool Above Irn gmd. C3 gmd. ❑ Generators KVA No. of Emergency Lighting No. of Receptacrls Outlets No. of Oil Burners Battery Units No. of Switch Outlete No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection and total No. of Ranger No. of Air Cond. tons Initiating Devices . Heat Total tbtal No. of Dkoo-sale No.of Pumps Tons KW No. of Sounding Devices No. of Self Contained No. of Dishwashers Space/Area Heating KW • Detection/Sounding Devices Lout Municipal Other ❑ ConnscNon ❑ NO. of DrytirtF Heatin Devices KW 9 No. of No. of Low Voltage No. of Wife► Heaters KW I Signs Ballasts ` Wiring No. Hydto Mai"" tl,bs No. of Motors ?btal HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability insurance Policy including Completed Operations Coverage or Its substantial equivalent. YES C NO C 1 have submitted valid proof of sante to the Office. YES �_ NO Z if you have checked YES, please indicate the type of coverage by chocking the apptopNate box. t INSURANCE ',4 BOND C OTHI!JVG (Please Specify) (Expiration Oats) Estlritsted Vitus of Electrical Work S Work to Start Inspection Date Requested: Rough Final Sighed under lite Eert4ttlee of pe tty: �, -z3 r FIRM NAME Lie"*$ UC. NO. LIC. NO. Bus. Tet. No. ^ -7 Address af /c/ J -a , 1--Y ., j LiLl All tett. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its substantial equivalent as re- quired by Massachusetts General Laws. and that my signature on this permit application waives this requirement. Owner Agent (Please chock one) Telephone No PERMIT FEE S - - - (Signature of Owner or Agent) x.6565 This certifies that ...... 3- . 0 . . '% .. -A ...... () - -e .. ( - I .. I - I - '? . ...... (c) ............................ .... .. .. .. ..... . ... .. - - .. / ...... . has permission to perform ..... k,/4J..J ....... j ...... �2.L; ....... o. I.-- ...... wiring in the building of ...... L -k ...... ...................................... at ...... &Q!� ..... !�.e. .............. r ....................... , North Andover, Mass. Fee. :c)' Lic. No. 12-7. -'� ............................................................... ELECTRICAL INSPECTOR C I 4M.0o PAID WHITE: Applicant CiWAOUldling Dept. PINK: Treasurer Date... 1256 '40 + 0 TOWN OF NORTH ANDOVER 0 0 0 PERMIT FOR WIRING This certifies that ...... 3- . 0 . . '% .. -A ...... () - -e .. ( - I .. I - I - '? . ...... (c) ............................ .... .. .. .. ..... . ... .. - - .. / ...... . has permission to perform ..... k,/4J..J ....... j ...... �2.L; ....... o. I.-- ...... wiring in the building of ...... L -k ...... ...................................... at ...... &Q!� ..... !�.e. .............. r ....................... , North Andover, Mass. Fee. :c)' Lic. No. 12-7. -'� ............................................................... ELECTRICAL INSPECTOR C I 4M.0o PAID WHITE: Applicant CiWAOUldling Dept. PINK: Treasurer "uht Lrommonwalthof 4mdto =.r„ , i0eprtmint of Public js h Ocalpttfrtcy A Fie Chocked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 31110 on" APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Massachusetts Electrical Code, 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date % or Town of _NORTH ANDOVFR To the Inspect of Wtresi The udersigned applies for a permit to perform the electrical work described below. Location (Street d Owner's Address I W (f Is this permit in conjunction with a building permit: Yes No [ (Check Appropriate Box) Purpose of Building Ne—Li", 7�1 eF,j Utility Authorization No. Existing Service Amps _J volts No. of Meters _._,_- �,� wCrneao _ unagrno L No. of Meters Number of Feeders ana Ampacily Location and Nature of Proposed Electrical WorK No. of Lignting outletsI No. of Hot '.-s I No. of Transformers Total KVA No. of Lighting Fixtures i Swimming Pcot At)cve.— ` Srna. _ In. t— Grua. _ Generators KVA No. of Recsotacte Outlets No. of Oil corners No. of Emergency LightingBattery Units No. of Switch Outlets I No. or Gas = rr.ers FIRE ALARMS No. of zones No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Oetecuon/Sounoing Devices Local '— Muntcibat ^-Other Connection No. of Ranges I No. ct Air Ccrc. oiai :cns No. of Disposals I No.ol Heat o:at .otat aur .::s :ons KtiV1 No. of Dishwashers SoacerArea Heattr.a Kti•I No. of Dryers I Heating Cev ces KWo. No. of Water Heaters KW Nof - No it I signs ?aitas;s Low Voltage i Wiring No. Hyaro Massage TuOs t I No. of Momrs 701at HP OTHER: INSURANCE COVERAGE: Pursuant to Ine reoutrements at massac-osers ;eneral Laws I have a current Liability Insurance Policy tnctuoing Czmo:etec Ccerattons Coverage or its substantial equivalent. YES = NO I have submitted valid proof or same to the Orrice. YES = NO = It you nave checked YES. please Indicate the type of coverage oy Cnecxtng the approbriate bax. INSURANCE = 80NO = OTHER = (Please Scec:•"�) Estimated Value of E!ectncal worts S (Exotration Datel Worts to Start Signed under the Penalties of penun Rougn Final FIRM NAME J d ha A Pe n LG IA 7 333 Licensee UC. No. �3 -o �1 Sig^a;nre UC. NO. Address O� / .i ZWd Lei J "1 �4�✓1 CJY"BAIL. Tel. No. OWNER'S INSURANCE WAIVER: I am aware inat the t.:censee toes not nave the insurance coverage or Its $uostamial equivalent as re• quoeo by Massacnusetts General Laws. ana that my signature on :ris cermtt aopiicanon waive$ this requirement. owner Agentl (Plesse Checx ones• (Signature of Owner &� � t Sri (617) sy7-7'7yy • eteonone No. PERMIT FEE S No .6 3 All 0 Date ..... &)0-9 ?//Ql/ TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ........ 11) �1 k I ..... ..... 6� .................................. has permission to perform ..... ................... wiring in the building of ..... ....... ................................. at ..... 0 ........ ................... North Andover, -Mass. Fee ... ,VW� Lic. No.AZW ..... ELEcrRic ................ ( tj tA C)9� yj (a WHITE: Applicant CANARY: Building Dept. PINK: Treasurer >� U, 4r (Fummnnwra1t4 of fibfis ar4twrm Office Use Only Department of Public Safety Permit No. I' Ct K/3 PREVENTION REGULATIONS 527 CMR 12:00 ARD %' Occupancy 6 I" Checked3M Ikave blank) /M APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusens Electrical Code, 521 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date V v City or Town of / • 14 ,( h G/C) U (f, t— o or of Wires) The undersigned- applies for a permit to perform the electrical work described below. location (Street & Number) FAKLtL Owner or Tenant L L' C'e'p �eC�i( n (G,C l J Owner's Address Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work -415 7W/ .3/ to,5e t✓ C/ 1 z✓tu4z"I— TOTAL No. of Lighting Outlets No. of Hot Tubs No. of Transformers KVA Above I No. of Lighting Fixtures Swimming Pool grnd. EIg rnn d. ❑ Generators KVA No. 0 Emergency Lighting No. of Receotacle Outlets No. of Oil Burners Ba"ery Units No. of Switch Outlets No. of Gas Burners Total FIRE ALARMS No. of Zones No. of Ranges No. of Air Conditioner Tonn No, of Detection and Initiating Devices Heat on oto No. of Sounding Devices No. �! Dntxssals No. of Pumps Tons KW No. of Self Contained Detectiord5ounding Devices No of Dishwashers S KW Heating �Municipal Nti) of Orven Heating Devices KW loc210 Connection ❑Other No. of No. oi Low Vo lage No of Water Heaters KW Signs Ballasts Wiring i No Hvdro Massage Tubs No. of Motors Total HP OTHER INSURANCE COVERAGE: Pursuant to the requirements of Massachustics General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES O NO D 1 have submitted valid proof ul ume to this utfice. YES U NO IJ It you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ❑ 80 -NO ❑ OTHER❑ (Please Specify) Estimated Value of Elmirical Work S (Expiration Date) Work to Stan Inspection Date Requested: Rough Final �jgned under the penalties of perjury: FIRM NAnsE SO!�1✓1 l ehrle� C,U UC. NO. A -7333 Licensee C Signature / LIC. NO. Qd"s ;70 Side) y St �Gwthf 1�I9t MOSS 021351 Bus. Tel. No.7- N7- 77gL/ Alt. Tel. No.. •.i `.�l R An 'E `. t : am ,;Aare `^at the ucenw�e does not hate the insurance coverage or its substantial equivalent as required�lassacnus ,..... ,n.i ^ate �A �� vi,La-on .rases :nis reo.rlrement Dwyer Agent (Please che" one) Date. .1112 3596 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING S HUS This certifies that has permission to perform .............. plumbing in the buildings of ........... at. .1,6 0-0- 5�-� 0.0 � .................. North Andover, Mass. Fee.S-'-? i�,n . Lic. No.lcl,.6.7-3 .. .............................. -# / PLUMBING INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer FEB -12-97 WED 019:41 AM TOWN OF NORTH ANDOVER 568 688 9.542 P.03 •. �• ♦••"�••••• d • •• v�•Ir�tlM /11�r'L.S4rI1� �1./(� �Vl"1 1'Gt1M1 I V iJ�/ rl.u�Yll-i111ti (Print of TyPe) NORTH ANDOVER tMarr Die ,7 BoAding Permit 33 t,Qcatldn TeC_17AV411:ie_5 New D Ae'novation ❑ AeplacetnarA [3 Plana Submitted: Yes t] No. sua-•se MT, ■AGRUENT IAT FLOOR 214111 FLaap 11AD (LOOM 4TH FLOOR sTM FLOOR eTM FLOOR ITN FLOOR 4114 FLOCA Installing ompsnr Name! Mdresa Business Teiephone_�2S ^ Y60 — Check one: aCorp. ❑ Partnership ❑ Firm/Co. Name of t1cen'ed Plumber�j INSt1gANCE COVERAGE: ec one 1 have a current liability insurance polcy or As substantial eco NW,,r* Yes ❑ No El It you have checked y". please indlcata the type coverage by checking the appropriate box - A llabllly Insurance pallcy d , Other type of Ind6mnity ❑ Bond Q CarthIC4te OWNER'S INSUnANCE WAIVER: I am aware that the licensee dip not have the iruuranca coverage required by Chapterf �2 of the ass. Genera! Lew*, seed Rai my signature on this permit application waive* this requirement, eck one: • use o a'r ()wnH t ' on owner Agent I hereby emortiy that aR of the detaib and lnformr<tbn t haw aubmittod tot catered) in abavti etnowied a WW that tit Plumbing work and lnsia0adon: �or� yam« t},a �s� ue Wa and &=;Tito to the bast of my pertinen�provitk�t of o Altssac�ut•ttt St.ie rrnll l"Q*d for tNa Wkatlon wit be in Compliants with til ^�0 C uk and Chapter 142 of All Lr". Tttie pna wra ber City/Town LlCse»* Numbw 1V'MKKD (OFFICE USE ONLY) Typo of PkxnWQ Lkar►se: Master ❑ Journeyrnan ❑ ' FEB. 12 ' 97 (71;7) 03:57 COMMUNICATION No:9 PACE. 13 < !� k� >t a» o n a 3 o ss X �. o° w $ i► o 40 p 4 n1 et it n c K v a w Installing ompsnr Name! Mdresa Business Teiephone_�2S ^ Y60 — Check one: aCorp. ❑ Partnership ❑ Firm/Co. Name of t1cen'ed Plumber�j INSt1gANCE COVERAGE: ec one 1 have a current liability insurance polcy or As substantial eco NW,,r* Yes ❑ No El It you have checked y". please indlcata the type coverage by checking the appropriate box - A llabllly Insurance pallcy d , Other type of Ind6mnity ❑ Bond Q CarthIC4te OWNER'S INSUnANCE WAIVER: I am aware that the licensee dip not have the iruuranca coverage required by Chapterf �2 of the ass. Genera! Lew*, seed Rai my signature on this permit application waive* this requirement, eck one: • use o a'r ()wnH t ' on owner Agent I hereby emortiy that aR of the detaib and lnformr<tbn t haw aubmittod tot catered) in abavti etnowied a WW that tit Plumbing work and lnsia0adon: �or� yam« t},a �s� ue Wa and &=;Tito to the bast of my pertinen�provitk�t of o Altssac�ut•ttt St.ie rrnll l"Q*d for tNa Wkatlon wit be in Compliants with til ^�0 C uk and Chapter 142 of All Lr". Tttie pna wra ber City/Town LlCse»* Numbw 1V'MKKD (OFFICE USE ONLY) Typo of PkxnWQ Lkar►se: Master ❑ Journeyrnan ❑ ' FEB. 12 ' 97 (71;7) 03:57 COMMUNICATION No:9 PACE. 13 6 u 8 Date..� .�.315;.; TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION SS CHU Cn This certifies that t" r.-� .............................. 2 h s permission for gas installation ... Y. ........ in t e buildings of ...... rl.-. I ...................... at ...... North Andover, Mass. Fee..(,A..�.. Lic. No ........... ............ ............. GASINSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer i Lucent Technologies Bell Labs Innovations -0 Ajit I. Patel Lucent Technologies Inc. Sr. Mech. Engineer Network Systems Room 20-3D5 1600 Osgood Street N. Andover, MA 01845 Telephone 508 960 2692 E Mail mvaip@mvgsb.att.com Facsimile 508 960 2048 1 Lucent Technologies Bell Labs Innovations 61\A a ZOU K cf,-Qde-� Ooso Q�-, w 1 � � no �Jc3,ie Sd� 6d 2E q 2 U Location 571LCE--�-- 7 No. Date 101ac-19, 40RTN TOWN OF NORTH ANDOVER Certificate of Occupancy $ a1v Building/Frame Permit Fee $ 1 '3 4xv 33 CHU Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL s 14,-)c; Building in—sTe'c-tor Div. Public Works r R h r U) a Ir W m F r C 0 0 J LL L 0 W _N a f W I I r-{ W C < z � 0 NIK F a I 0 z < Z o a < j. a 0 d' Ol 0 x 1- a a w W Q W W F .' 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A NOn P T Nrm r m NTx Z �= O DD D Z 3003ODN > D N p Z ZEN D N y -4 c, 0 ZR Z O <( �C N 0 SSS_ to N D v O T m Z A Z a 0 (�D r ?*z T y m p =v N Z 01 o N ( ( m A nZ N Z p 0 c+, Nm ( D3 Z 3 o n 1I LLL 1 LI 1� N ZTOCICAD'S�-.TO O m- D Z D p 0 m'O o ti-I;yZ7C - 0 D 0 �1� D D O D DN O m D y DnxCOvx N O D D O (0 O A Z Z A D v� OD .� C N yrN-i� -d ", JOS Tr^pr O n< r m m y M r= mj Q ,^ D A _ n v;AAZ S s O i om (>Az y O m m0 I T _A > n x Z( y Z N y N O O Dv m A O Z S 3 Z A A W ti A N-1 ~ O` m A Z y D �_ ; ` < D A< m N Z D m x O A = X 0 0 T O W N( ('� 3 T N T Z O m X m n H ^, Q% r O H O NOOp..b Z AC £fin ONx C w N TO Z J 1� D ~ TA yX m x mD DD w III I p ZD GA m, O C m Z Z p O A p N OnLo Z h� l �L�LI� 111 1 I FT 4 NZm ro ro a y h w m� �, Q N H � 0 prti CDCD 2 CD N w w N'.� '�.J' Cox 0 0 \ Lo N zXN h a o �0 E fox ro N I� Olo 0 , '!' MM (D (D ro O Z D H N 2cA� I— F- Z z O rrl N 0 (D �O�z 0i M f I N nW- Nr. Nrm O rvo -4 c, cn or �C -0N0 to r • -+ a (�D ?*z m =v 01 nZ mm Nm 00 D3 3 peg�cc-F,���ccc a ������€ aaa;,•;, sta rr • Y I; TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL (508) 682-6483 x3b , r w PROJECT -NUMBER: PROJECT TITLE: Chilled Water Project PROJECT LOCATION: AT&T, 1600 Osgood Street, North Andover, MA NAME OF BUILDING: Chiller Buildings No.. 44 & 45 NATURE OF PROJECT: Replace two chillers with new high efficiency chillers; install chilled water filtration system. Includes two separate building, expansions. IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Gerald Gingras Registration No. Li c. #22029 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I"HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESICK PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT Q FIRE PROTECTION Q ARCHITECTURAL ELECTRICAL Q STRUCTURAL ® MECHANICAL 0 OTHER Aspecif0ED FOR THE ABOVE NAMED PROJECT AND THAT, TO. THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE•APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES. - AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE TPJxT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR'THE BUILID14G PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN.SECTION 127.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Special architectural or engineering professional. inspection of critical construction cagxments requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT . WEEKLY -:, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER, BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND PF.ADINESS OF THE PROJECT FOR OCCUPANCY. • ` / SIGNA U SUB ��,.RI-EED ?pi3i , SWORN O BEFORE ME THIS 0.2 DAY OF /veY4/v��,� 19—? NOTARY PUBLIC MY COMMISSION EXPIRES.�9P_Jr t .4 P MASSACHUSETTS PROJECT CERTIFICATION (MECHANICAL) Office use only Data app'd Permit No. PROPERTY OWNER OF RECORD " 1 DATE It a qg_ PROJECT TITLE CHiU,�D I,.NC&�2_ �%.� �T PLAT LOT STREET ADDRESS �r�pC�Y� 05 %Z> '57- TOWN NAME OF BUILDING ��H���2 CJI) l.VJLVJCRS t-) LI A1C) 14 y SCOPE OF PROJECT (ZOO e.>t. 'ry.X> QAWL++7a�'2S WrM NEW !-i &I EFF (A1r Z,'J 0-ALLf iL.S ! 1 WS -TALL C oWQZWbzr2 ikAnaa \L`j'R�'iltsh3 54SCV-M WU 44z* / c?r- (n t-ttAA)1QiJ-- In accordance with Section 127.0 of the Massachusetts Building Code I 91suI, (&a�►4S MA reg. no (o ' being a registered professional Engineer hereby certify that employees under my supervision have prepared the drawings, computations and specifications concerning ENTIRE PROJECT FIRE PROTECTION* CIVIL/SITE *Performance Specification ARCHITECTURAL MECHANICAL OTHER (Specify) STRUCTURAL ELECTRICAL for the above project and that to the best of my knowledge such drawings, computations and specifications meet applicable provisions of the Massachusetts state building codes, acceptable engineering practices, and applicable laws for the proposed project. I further certify that employees under my supervision shall be present on the construction site on a regular and periodic basis and at substantial completion to determine that the work is in accordance with the approved construction documents. Employees under my supervision will be responsible for review of the shop drawings as required by the approved construction contract documents and approval for conformance to the design concept. Upon substantial completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the mechanical/electrical systems of the project for occupancy. Firm Name: R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street Boston, MA 02210 Phone: (617) 4 -7 33 n (Signature f ng neer? Subscribed anq,�Kwor�before me this � 0> day of A)ovw,e�dy 19 ¢ `� END OF DOCUMENT r . MASSACHUSETTS PROJECT CERTIFICATION Office use only (ELECTRICAL) Data app'd Permit No. PROPERTY OWNER OF RECORD A DATE PROJECT TITLE���� L�.V� I�cT1�1TZ��QJ�C PLAT LOT STREET ADDRESS IUCV O�CX>b ST TOWN tax? NI 11�\ NAME OF BUILDING C W LL9- Z bi A LWQ S 1: N LI 4 * Y �T SCOPE OF PROJECT RSPUAf= 'TI.V© OVk "V25 WVT" OVAJ 1• &" k 105jYia-L CO�SQbigZ ia,1? 2 F1lagj&ZrQtJ SyST.E1"1 1QU-L- tl1� c�Ft�LL 1. C. iG In accordance with Section 127.0 of the Massachusetts Building Code I QCZ iz2 WA, -TT MA reg. no °( being a registered professional Engineer hereby certi y that employees under my supervision have prepare tie rawings, computations and specifications concerning ENTIRE PROJECT FIRE PROTECTION* CIVIL/SITE *Performance Specification ARCHITECTURAL MECHANICAL OTHER (Specify) STRUCTURAL ELECTRICAL for the above project and that to the best of my knowledge such drawings, computations and specifications meet applicable provisions of the Massachusetts state building codes, acceptable engineering practices, and applicable laws for the proposed project. I further certify that employees under my supervision shall be present on the construction site on a regular and periodic basis and at substantial completion to determine that the work is in accordance with the approved construction documents. Employees under my supervision will be responsible for review of the shop drawings as required by the approved construction contract documents and approval for conformance to the design concept. Upon substantial completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the mechanical/electrical systems of the project for occupancy. Subscribed and to Firm Name: R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street Boston, MA 02210 Phone: (617) 423-7423 (Signature of Engineer) is 1-4b day oflVa.. A—c4a 19 S L -i END OF DOCUMENT °F N°Ark : G' r ` " Town of r OFFICES OF: � �' °m 12t) Main Street APPEALS eY`r NORTH ANDOVER North Andover: BUILDING;,'•<.; � MassachusettsO1845 CON'SER\'ATK)N ms DIVISION OF HEALTH I'LANNINci PLANNING & COMMUNITY DEVELOPMENT KAREN H.F. NELSON. DIRECTOR a In accordance with the provisions of MGL c 40, S 54, a- condition of Building Permit Number is that .the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 156A. The debris will be disposed of in: Heffron Industries, Wilmington, MA (asphalt & concrete rubble) (Location of Facility) Tombarello, Lawrence, MA (miscellaneous metal demolition) S' a re of Permit Applica >/,31g11 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. C') 0 z Cn m D 0 z T Z D COP) 10 a Z CD O CL r a� .a O �v CDW CL Cr 4 CD O � o O O �CD CO2 10 CD 0 _v CA 'v d O Cl) CO) O CO) n CD O O �F CD CD •3• y CD CA O O CD 0 CD O b - �o 0 :1 f CC ? o d = C— ..y O Cr N 0Cm -0 y �'p m Cl) m Qi 1 CD H CD c 3_ Z =r -p CA _I O• .�► ,03•► m CL C T m a=d y o -P'O * c -� o i?m o a W yti m -00 0 zo m o ZS.c3 ]y o N CD �] 00 � 0 m C =rCA Coo n �I �— m o ? � :� = o o CO) CD to o m C d , SO N y �yf'I• NOS a�f d CL CD CSc' ..« :6 CCD N C—D 0 CD • C =r :o .a N ; •G �k 3Cot R "CD ''ww v Z'aN r r✓ d •, R o W (A 3 t riAl d: (s o �• q•c o N r ate: o =' §8 11 c r O z cn 0 d cn n 0 o c� ;; 7d of 7d r- aq In °�'. cn (D O C17 n y `r qo r m m Alb pcp O o Co cn N �^ y gi O a. 9 ° §8 11 c r O z cn 0 d cn n 0 o c� ;; 7d of 7d r- aq In °�'. cn (D ro G C17 n y � w qo r m m n pcp O o C cn N �^ y gi O a. 9 ° lonq 0 O C CD CERTIFICATE OF ENGINEERING Wo (LK. BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 12(1 NuIII ( strcK:l mrlh A(uk)vc•r. 1%l+6:6:1dILisct114(11144 s (617)(M -4775 GENTLEMEN: Y, �,leg, WACTTG [-kL : HEREBY CERTIFY THAT THE: BUILDING CONSTRUCTED AT DOES CONFORM IN ALL RESPECTS TO THE MASSACUUSE2'TTS STATE - BUILDING CODE. AUTHORIZED SIGNATURE: DATE: Ck REGISTRATION STAMP:_„, #' 3 0 -7-3 °..� � Town of G* FFICES OF: ALS�, NORTH ANDOVER ANt''1 ��►: t)I RUII.NO JAVISION 01-F CONSERVA,rioN HEALTH PLANNING & COMMEJNJTY DEVELOPMENT KAREN H.N. Nr --[— ,;ON, UiliLCt'(.)i1 CERTIFICATE OF ENGINEERING Wo (LK. BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 12(1 NuIII ( strcK:l mrlh A(uk)vc•r. 1%l+6:6:1dILisct114(11144 s (617)(M -4775 GENTLEMEN: Y, �,leg, WACTTG [-kL : HEREBY CERTIFY THAT THE: BUILDING CONSTRUCTED AT DOES CONFORM IN ALL RESPECTS TO THE MASSACUUSE2'TTS STATE - BUILDING CODE. AUTHORIZED SIGNATURE: DATE: Ck REGISTRATION STAMP:_„, #' 3 0 -7-3 °..� 0 4;jlt OFF -ICES OP: ANINIA1.S RUIWING CONSERVATION HEALTH PLANNING Town of NORTH ANDOVER LAVISION I11' PLANNING & COMMUNITY DEVELOPMENT IGEN H.P. NELSON, UIRECI-014 12c1 Mo11l sirco Wrlh Aiitk)vtlr, Ali 0kA11')ILIJ%4'I114111 H4 (61 i )(iff,• i i a CERTIFICATE OF ENGINEERING C� �� ►.� (�, Pte. �1�1(a 1 x>[5'��1 K%, `�1Gc�2� BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # GENTLEMEN: HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT DOES CONFORM IN ALL RESPECTS TO THE MASSACUUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: N OF Mqs� MICHAELA. Esc 0 MARGARECI MECHANICAL v, .� No. 38513 /STE ss�CNAL ENS' DATE: ) 0 . - car% ` '1'0 REGISTRATION STAMP: Pb �i':'v i _.. "l�ih•i::`t ... .`1"} i �il.i tJ '):`. dl'.....i ;6 JZ d3a k 1irAl., ArT 1UAVI STRUCTURAL ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 480 I hereby state, that I have observed the construction of Chilled Water Plant Addition as shown on the Collaborative Engineering Services, Drawing #S1, and #S2 Rev, 1, Dated 11- 10--94 located at AT & T 1600 Osgood Street, No._ ___ Andover t �MA during my visits on December 27, 1994, November 11, 1995 and January 25 1996. To the best of my knowledge, information and belief, the building structure addition was built in accordance with the plans, specifications submitted and approved for the permit #480, and in conformance with the provisions of the Massachusetts State Building Code and all other pertinent law or ordinances. q r�ii;an�,�gi%v L 27 375 si,n�rE.r.t,axr �,---L i-j ray. 2'/M�; St ural En ineer, Mass. Reg. No. Ni ranian Shridharani, PE COLLABORATIVE ENGINEERING SERVICES Company t 3 t7LI 44 pleasant ....Streeew,t. Watertown, MA Da a Address 617r-923-6002 Phone No. Past4t' Fax Note 7671 aat5 —96,- of pages rp From VXe coJdept. Co. tc Phone # Phone #(��`7.. Fax 110 Fax # • f�. TnTn1 o r FINAL AFFIDAVIT STRUCTURAL ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 480 I hereby state, that I have observed the construction of Chilled Water Plant Addition as shown on the Collaborative Engineering Services, Drawing #S1, and #S2 Rev. 1, Dated 11- 10-94 located at AT & T 1600 Osgood Street, No. Andover, MA during my visits on December 27, 1994, November 11, 1995 and January 25 1996. To the best of my knowledge, information and belief, the building structure addition was built in accordance with the plans, specifications submitted and approved for the permit #480, and in conformance with the provisions of the Massachusetts State Building Code and all other pertinent law or ordinances. 27375 SI!R!Dfid.t.A.N'I y Str tural E0ineer, Mass. Reg. No. Niranjan Shridharani, PE �C�S t� f�✓i '4 / COLLABORATIVE ENGINEERING SERVICES Company 44 pleasant Street, Watertown, MA Da a Address 617-923-6002 Phone No. CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 480 (1994) Date March 28, 1996 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Qs.2�ond Street MAY BE OCCUPIED AS 2 184 s. f CHILLER BUILDING IN ACCORDANCE EXTENSION WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. ,'A0pt'rN A CERTIFICATE ISSUED TO A T & T Tech/Perini Bldg. Co., Inc. 0 0 1600 Osgood St., North Andover, MA ADDRESS -SACHUS Building Aspector z y C � (Da- .n y � C7 O D C07 Z y C o CL r c• /� O ? C O ,C Q�• y y loo CD CD o CL � ? Q CD C7 CCD O CD zW 00 C• CD 3 y m av y 0 CO CD z — S CO) v O 'v CD Cl) Z O ''•� co T z C C D CD O -• vN O CS N no<m CO) »COm n o y C7 C3. n m CD..c Z n, N o °« m ,, • =r CL m _� y CD O m N p N O =r C Co 2 > > CD NDN m tC7 � p O �� � • CD ca Y _ �, air.• V/ CD O N ;C/ c CCD D n _ CA m O p1 co) �/-+• r+• O H CA C 3 3 (�j c � - a :L� • .. �mCL CO) CD N M m ai • �CD z ~C 3 a nc'w 0 CO3 CD CA CD r C2 '-c C., CD N r 3 o, S a C) 9- q )mmi 0 (Da- x t" a- X a O ►may /� rD ^ P•� O ,C O• y C) a z Z c x '-� ►d '� tr1 y n S a C) 9- q )mmi 0 m . $ ^'Y �) . ........ X R ...... X ., %, 41 * I u Q • ////y/// ro,• .�r , qnl I i a W , J W �{. ,` . .r•Irrl.li r, ,. 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Public Works Location Ck--*oohj jNo. AV Date Of TOWN OF NORTH ANDOVER Jwam'md111& S Certificate of Occupancy $ Building/Frame Permit Fee $ "er,_2P Foundation Permit Fee $ Other Permit Fee $ Sewer Connection e $ Water Co nectipF $ 2-44 OD TOTAL $ Building Inspector No 7399 Div. Public Works WIa 8' % u z Z 0 J ^k 'J Um 0 l� uj__._ W 0 N z f in N 0 Z 0 z z m W d 0 0 F m N w N i a � F O C I. - _O f0 (a J J 1 0 N Ir m I Oi w U W u �� < d < d J W V .� z N x -Z J O -- N k `�� y \ O m F; m N 0 d N 4 \ .l ' i J O j 3 Z 3 wIt z 3 < H W a 0 O 0 0 = 0 Z 0 O 2 W m N ► N z W O z O h W z Q 0 O J 0 D W 0 U W 0 U W IL 0 O m W m J D O d < Z 2 z U 0 Z u z u z u U W 0 K 0 m � W OJ 4 z 0 0 LL LL 0 0O 0 W J < Z O Z 0 Z Z 0 '.� N G lx IL 0 6'(O 1 W LL O N rn W f F = U LL Q N W !- J m > m > m > m N d Z m N N +n m J` N` � W 0 O rwoQu It 4 0 z j v p ILQ Z\ W II �vp� . 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IImIAAllllllllACIAIIUI = - _ � s - - ..memrmnnmwlmlmllrtel- �numamwar �nwMCI II 4 W Oz dW c o w2 ou .Vi a cn a4 z A M�M o ro w° �4 U w � z z °�° m w W z u x F' w W °�° C4 v cn c w' U ;Q z °7° CZ w x Q a w z cn v o o cn rA rM cz /i' ujW z c c as c c � o 16 - CL CL M c y CL co= CD s � :.� • u y c CD 0 0 •v: v c CL=CO2 m E O � y y y m 3 tm I m y m� 3y� y Mea - �+ '�} r/•�• QCT .: m Qct 'o ci . v•'Z O H O. m H O C �C d co .. c Z LU m o d y O_ V m 0 m � co CL 0.5oza = CA A m O N= O F- m S n � m I CD CD J Q p Z ELL co o � V Z a p CO >- CD O� Z 0 z w I C j >- CA CO Q � .p � Q y Co m m Cw z W > CD p CLQ ~ �U CL = p � p i Co co CoQ CA C -p c Q CJ J Z 'Q 0.2 U- Z z C CD V C w W 0 CO) Z Z \ � J W W 0- U) CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 261 (1994) Date March 28, 1996 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood Street MAYBE OCCUPIEDAS 1,134. s.f. WATER PUMPING PLANT INACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATEISSUED TO A T & T Tech/Perini Bldp,. Co. ADDRESS 1600 Osgood St., North Andover, MA S'4cmus Building Inspector Location Z Ing 0 L-:) C�G Qt -c> 0� 57—, No. Date TOWN OF NORTH ANDOVER� f, - Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inkpd-cf6r, Div. Public Works Certificate of Occupancy $ Building/Frame Permit Fee $ *Arm* A CHU Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inkpd-cf6r, Div. Public Works #A d N N OCW W Z �3 O 0 p 0 0 e~e 0 U Z W p N _J .7 m 0 H etc W d 2 Z 0C H 2 d C Z C 0 J U { .j n W J t - 7 { 10 O 7 LL i O { C z W Z ° n C Z N 0 F . { - z o M O Z 0 { Z Z m o 0 a� C N W W SE Z 0m f ` O 40 U 1 I � g p O O f ; z { o° � J F W 1i 4 V i 0 a z m G W F { U W U !J W L d W 0 d G W . m W !7 w. 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CAm or •C. _ - y O L �LZ.� o o .� co CL c cm c c Q NCD 0 F— O O.- O F- G) CO) y eo s m :5 LL •N G7 +c �O.L O z iC oc iL iL Z o cn cn Q 0 O EM4 umi CL G ry Z umi CL J Q z LL I �i J Q z J LL Q z LL cr LL Q z � z a LLZ .C -- LL LL Cl- V. r • • c V W LL.: o " h 'U U Ry Z l0 LD y c i-• m V: CD IiI N 2: �a 0, CL N E :oar .. {4 co, O - C c E N lC CD L N N N CD cc cn m �;-• O N 41 'c CM C L O ' N O j cmc o. CAm or •C. _ - y O L �LZ.� o o .� co CL c cm c c Q NCD 0 F— O O.- O F- G) CO) y eo s m :5 LL •N G7 +c �O.L O O oc C ��2N Z o LLJE y CL m. o g Ca 40 �O = O. - J Q z LL I �i J Q z J LL Q z LL cr LL Q z � z a LLZ .C -- LL LL Cl- V. v CERTIFICATE OF USE & OCCUPANCY 11 �}�� J. Building Permit Number 199 Date NOVEMBER 7, 1994 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS REPAIR BOILER HOUSE CHIMNEY IN ACCORDANCE (35 ft.) WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO A T . & T . 1600 Osgood St. ADDRESS N n r t h Anrlrive r, MA �c Building Inspector a Nor+rN OFFICES OF: Town of m a nl'I'Enl_s NORTH ANDOVER CONSERVA'T'ION Ss,CMUsi)IVISION OF HEAL'T'H PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN FIJI. NELSON, DIRECTOR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 199 12O Mifin street: North Andover, `' n v �., ' '�• ((i 1 7) (i85-4775 Boiler House Chimney Restoration GENTLEMEN: I, Gerald Gingras , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT AT&T, 1600 Osgood Street, North Andover DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: REGISTRATION STAMP: ga Location IM , Dcc Date TOWN OF NORTH ANDOVER ificate of Occupancy $ pw 'ding/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ S MOonnection Fee $ A Water Connection Fee $ TOTAL $ Building Inspector Div. 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IL I m U U WW L u rL U 0 Z f W w > o d Q � I 1 i W > z I 0 ° m ° m ° m d U UU ° W F N N z0 N 77 I 0 0 M j 0 0 W WN N a Z o. 0 ° W Z I � • W NN � I 1 i W z z I I' IL 0 0 UU W W ; N N N 77 I 0 0 ° F LL 4 I 0 ly I m W W W l7 l7 1 a a N I a o. ° W I � �.f W i W W I' IL d G oc O u W oL oa 0:�' W Ul WW u Z Qa N0 _a oI Z�z J Oma. J �- U.?0 0 .J� a N Z5N Omu NLLQ z0a low IX UNI QZ F- W1A W 3oN NUS f' X WWW �Z� z< ONH uWW WZ . N'W N_ N IOa F-Jft u z Q a u u 0 O H O A coo f �i H t HHS 41 O O O H N N N a 0)0M ro H H H 03 N 41 3 � A O O N N 1` �IIIII hl IIII IIII �Ilillll I I Illillll 41 1II M Z Q O OZ I I I7 w Z O O O O l7 Z we 2 m '- x w 0 Z` ? 00 Q Z I I I rol Q� U I I I I D (Vw YiJ-_ W Z a LZ O 0 N Z 0 h Z F u w Y N p X piu� Z Z N m LL Ox O = K = O LLx p. f x 1- Z s� U i�uz maa� W ux`S~{,u'�du��=Z`LLo oz :t 003 �z�a 0a= u' 0" J OD woWyz Z Z° �iNO po O �>� oww� - w�a� o� n�_u n0 �axpo� aa�z Z z�0 -,i� Q7 O¢ w i0¢UUi¢ F ,a ma¢a r _0¢Ot�Qi Y z N '- pO�t0 p p N x a OC Z", - O .�O O w Z i Z Ind 1T1- I 7TH l I' I IIII 0 u O ~oLL Z Zw 0 z Z J O JLLOa 20 OZO�E V 0YZ i ZZ LL O z :E W t0 O ' v0 J O 00 �t0 p - IJQLLm uZU m< mpvjiwO O 00044 YY UmZ{ a N po "d_O OQQpO pmpOi°���OZ mf 0T'i, fa w Q m az v muwn41 p � O 3 m= °F'10Riti 9 �Town ofFFICES OF: o °m APPEALS ;'ift r NORTH ANDOVER BUILDING CONSERVATION SA° mus I DIVISION OF HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRECTOR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 120 Malin Street North Andover, M; lS5i1(..h(IS(llS () 1847) (61 7) G85-4775 PERMIT # 204 GENTLEMEN: I, Gerald Gingras , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT AT&T, 1600 Osgood St., N. Andover, MA DOES CONFORM IN ALL RESPECTS TO-THE.MASSACHUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE; DATE; REGISTRATION STAMP: �•P���k OF P,1,4 r� GERALD cy JOSEPH exp x GINGRAS No. 22029 O �A�'oF O d O 0 m CD 7z r— c� v N T m O n w m ° CL ° a O o Z s � o, �+ m A r N W 1p T z � C W v � S O I O mo o. %tee y 70 no CL xi vA, A m C O O r► s X R a to n U O z \ G A n y CL y � A r► z w y h T � 00 n A ° r► A O O -1T y 3 A O A ^' �► A O ell D i� °A7 W "0 ° 7 A m C V a _ 0- A � 7 A c� v N T m n w m T m T nD m �' m r N W 1p T � C W v n P O 70 In ,o n z \ G n O z z T �, -1T e) ell D 0 _ 0- c of quo INA z O ■ IW] O a7z � �o ii d y r� N O v d ti C) m z O IN WE -17 m 0 C) N C • E:3 C z CO ao x nCoM m -n 3 r. O v m n y o > T H r O V Z T Z N -� 0 T ^' n D 0- d" z 03 m C/ 1-7 of z O vli JIM A H d d H O N Y t O H 0 > c H i Qa LO O �a i C/1 ct O K O � A Cd O � O r 0 � rA y d o H x 0 o 0 0 N O O r s 0 m J I ORTH q4' 0 Date..................... TOWN OF NORTH ANDOV R PERMIT FOR GAS INSTALLATIO This certifies that ........................................... has permission for gas installation ............................ in the buildings of .......................................... at ................................... I North Andover, Mass. Fee ......... Lic. No ........... .......................... GASINSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer GOLD: File ;4;Z-` MASSAUHUSETTS UNIFORM APPLICATION FOR (Print or Type) NORTH ANDOVER, , Mass. Date C;c r Lufldlng ocatln_ & tf.S�,, New ❑ PERMIT TO DO GASFITTING :` 3 t g 9t lam/ -tom Permit #��> Owner's �— Name Renovation Q-- Replacement ❑ Plans Submitted: Yes ❑ No •{y -- Installing Company Address Y9t Check one: Certificate 4tcr��J-eQrp. S0 -'?G U Partnership 11 Flrm/Co. Business Telephone S 7 y �Y) Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE: Check one have a current liability Insurance policy or Its substantial equivalent. Yes Ef- No ❑ If you have checked yes, please Indicate the type coverage by checking the approprlale box. A liability Insurance policy ❑ Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 11 Agent 11 I hereby certify that all of the details and Information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the permlt Issued for this application will be In compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of Fnss al Laws. eY T�aster f License: umber o nse eror as er rnlo asntter _ �yRo LlJoumeyman umber �5��� APPnONED (OFFICE USE ONLY) I " wrrrwrrwww�wwr�wwrww�wrrwrrrr� wwwrr��rrwww�wirArrr�wf]rwrrr■ ' ' wrrrrrr�rww�wwrw�wwrwrrrrrwwr " ■rrwwrwwrrr�arwwrwrwrrrrwrrr■ ,. CM. rrrwrrwrwwrrwrwrrwrrrrrrrrrr '.. wrrrrrwwr�wwrww�rwwwwrwrwwr■ '.£ wwrrwrrrrrwww�r�rwrrrrrrrrr■ ... ■rwrwrrrww�r�wr�wwrrrwrrwrrr �T.} rrwwrrrrrwww��w�r�wwrrrrrrr■ • ; r�rwr�rrrrNwrrw�rrrrrrrrrrr■ Installing Company Address Y9t Check one: Certificate 4tcr��J-eQrp. S0 -'?G U Partnership 11 Flrm/Co. Business Telephone S 7 y �Y) Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE: Check one have a current liability Insurance policy or Its substantial equivalent. Yes Ef- No ❑ If you have checked yes, please Indicate the type coverage by checking the approprlale box. A liability Insurance policy ❑ Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 11 Agent 11 I hereby certify that all of the details and Information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the permlt Issued for this application will be In compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of Fnss al Laws. eY T�aster f License: umber o nse eror as er rnlo asntter _ �yRo LlJoumeyman umber �5��� APPnONED (OFFICE USE ONLY) s� � Q D 9 r n D W 0 0 11 •� 0 � o � z o z� m 3 ci -1 m m o O O z A � r D � N _M -1 Z � I 0 0 31 , m N N N b m n -1 o z PiFrancis H.Maroney Inc. (508) 374-7459 November 14, 1991 Town of North Andover Building Office 120 Main Street North Andover, MA 01845 Attention: James Diozzi, Plumbing & Gas Inspector Dear Mr. Diozzi: 491 Amesbury Road P.O. Box 829 Haverhill, MA 01831-0912 License 8596 Re: AT&T - 1600 Osgood St., No. Andover Gas Booster I am enclosing, for your use, a copy of signed elevated gas pressure review and my letter to Mr. Visco and a submittal of the gas booster being used on the project. When it is ready for inspection, you will be called. JAM/jpb Enc. 15�#S 0 'W BUILDING DEPART?• .r -P Sincerely yours, ames A. aroney, President Mechanical Contractors Plumbing, Heating, Ventilation, Air Conditioning, Refrigeration, Sprinklers, Process Piping, Service and Maintenance BOARD OF STATE EXAMINERS OF PLUMBERS AND GAS FITTERS Leverett Saltonstall Building, 100 Cambridge Street, Room 151.1j \\ Government Center, Boston, Massachusetts 02202 APPLICATION FOR ELEVATED'GAS PRESSURE REVIEW $50.00 FEE Board of State.Examiners of Plumbers an Gas Fitters and Gas Inspector for the City of Company/Name: F/'«veli R. Street/City: Ncit mP.s bay P.J I 15,17 C the, Signature/Title: ,. L4 YGPhone No. 5h2-Y2,1-Yj on this date: /d 0 has reque ted an elevated gas pressure system at LOCATION: A 7Y7 Tec+IINJ/OG/�S for the following reasonks). .The manufacturer certifies that the equipment described herei= 1... _ / -rIVIC/rOxIoe V, 14e VZ has a gas input rating of `L,41X0 £t.3/hr. requires a gas pressure of rj--�'' Ut/C, (i:ncpheel/lb'Low pressure installation design for total connecoad of ft.3/hr. requires an IPS pipe size of . Elevated gas pressure of (inches/lbs.) will allow for an IPS pipe size of NOTE: Piping plans stamped by a Mass'P.E must be submitted with this application ,The serving gas supplier,% represented by (signature/title), _ on this date ._affirms that it cah supply ('Iinches bs.) of gas pressure and /7 Gam' 0 of the meter set assembly. 'The variance request from the Massachusetts Fuel Gas Code, Articl 1.l.l.a.3. (as amended) is hereby granted Meed -.-for elevated gas pressure of ( inches/1-bs,-) Any additions or alterations to the system are not permissible witho the prior written approval of the State Board of Examiners of Plumbe and Gas Fitters. A completed copy of this variance request shall be filed by applicant with the local gas inspector before the start of ✓, _� Date: Fxar>>ti vo0rrct--nrir Q-A the any work. Z LUk S° c w 0 Z 0 J .41 Francis H, Maroney, Inc. (508) 374-7459 - October 30, 1991 Board of State Examiners of Plumbers & Gas Fitters Room 1511, State Office Building 100 Cambridge Street Boston, MA 02202 .•x 9 491 Amesbury Road P.O. Box 829 Haverhill, MA 01831-0912''-'---.°: License 8596 ':"•fit t�Yt Dov 7 •Attention: Mr. Louis Visco,.Executive Secretary r Re: AT&T Technologies ...- : �.r..al� t 1600 Osgood Street, North Andover,'1�A-' Gas Booster Dear Mr. Visco: Per your request, I have filled out the application for elevated gas pressure at the above.noted site. I have also enclosed description sheets on the gas booster. The local gas company, Bay State Gas, is only supplying 7" WC of gas at the meter. It is over a 1,000 ft. run to the waste treatment plant. The booster will elevate the pressure from under 7" WC by 6.4" to approximately 14" WC. The piece of equipment being served is a J.W.I., Inc. Metal Hydroxide Sludge Volume Reducer requiring from 7" to 28" WC to operate. If the $50.00 fee is required, please let me know. Sincerely yours, /zJ mgs A. M rove resident Y� JAM/ j pb Enc. Mechanical Contractors Plumbing, Heating, Ventilation, Air Conditioning, Refrigeration, Sprinklers, Process Piping, Sen.,ice and Maintenance ITER ETTER ENGINEERING COMPANY, INC. p 1486 HIGHLANo AVENUE • CHESHIRE, CONNECTICUT 06410 roll, TELii(203).27:Lt0035,! OTHER STATES 1.800.444.1962 - FAX: (203) V24860 L C-1 50 QUOTATION No.:... �.. . 41September 5,... 18 91 ............ AT & T 1600 Osgood Street '; REM 'North -'Andover, MA 01845 Mr. Jack Pearl . MS 20240 We are pleased to quote on material as described, at the prices appearing opposite the,r.ispective Items. All prices are subject to change without notice, and do not Include sales, use or occupational taxes. Ail onion are suolect to the approval :r +cX.1z tion by IN off l;e In Cheshire, Conn. and.the fulfillment of accepted orders Is contingent on accident, fires, strikes, or other causes beyond c control. ITEM I No. of No. UNITS 1 1 2 3 J ): DESCRIPTION k. F i. l,4 ro Hermetic.,Gas: ,,4 s, : ,:+. ,mQdeli�` Bgoil'p',41271/2., UL listed, complete with 1/2 HP Class 1, D explosion proof motor. a - Maximum capacity - 9000'CFH.<' - Pressure -Boost - 6.4 inches :1.C. (added to inlet pressure) . x� - Inlet 4 inches flanged C_ C_ W L.... Outlet - 3 inches NPT i. 'volt" �0 G G/ - Motor 1/2 HP - specify voltag; b. Y ETTER ENGINEER I ING COMPANY, INC. fTER 1466 HIGHLAND AVENUE 9 C`41ESHIRE, CONNECTICUT 06410 \ "" `"` "' T&'jiO3�47 OTHER, STATES 1.800-444-1962. FAX: (203) 272-9860 HC -1950 QUOTATION No.. 1 0 .. 6 .. 1'- 7;. Ds SeR�IT�I�Ar.. 1991 AT & T 1600 Osgood Street REK: North Andover, MA 01 845 Mr. Jack Pearl MS 20240 We are pleased to quote on material as described, at the prices appearing opposite th"m%poctive items. All prices are subject to change without notice, and do not Include =I**, use or occupational taxes. All orders are subloctlothe approval ortne-11flestlon by the main office In Cheshire, Conn. and the fulfillment of accepted orders Is contingent on accident, fires, strikes, or other causes beyond our' atntrol. ITEM No, of PRICE No. UNITS DESCRIPTION Cont. "A 440 including: !,Ze - Fused rotary diiconnect/inter"ock switch 7 V v - Booster ON-OFF twitch 4 - Signal light, for Power, Boostbr On and Low Gas 'Koto' , Pressurer r Starter Stepdown control voltage transformer $2900.00 i. -3, 7 /VI 2, Shipment approximately .......8 ............. weeks after receipt of order. Cheshire, CT Price FDA ........................... v ................. Terms: Form # ...... 53z attached. Product Safety Data on reverse side forms part of this quotation. R� spe,:.fully Submitted ....................... 1.�10.�...z: +Fn Herbert H. Etter -eftGAS BOOSTER SYSTEM ERMETIC GAS 6.00,$TF,I ; Hermetic Gas Boosters are used for pumping any gas, which'! is not corrosive to aluminum or steel, when an Increase in pressure is required. They deliver gas at any voluma, within the capacity range of the booster, with a relatively constant pressure. The discharge pressure is the !o4tal of the booster added pressure plus incoming gas pressure. • Standard shaft. Class 1. Group D A� • Sealed electrical connections explosion proof motor. through explosion proof conduit. • Motor and rotor easily accessible •Motor and rotor enclosed in an by unbolting .the cover plate and sliding the entire motor and rotor assembly out of the housing. • Four different outlet positions available.. CAPACITIES 4 airtight steel housing. • Explosion proof junction box. • UL listed. CAUTION: Inlet or Test Pressure Must Not Exceed 5 P.S•I.G. Discharge Pressure is a Combination of Inlet Pressure Plus Added Pressure. /a ETTER ETTE ;O� ENGINEERING COMPANY, INC. 1486 Highland Avenue • Cheshire, Connecticut 06410 203-271-0035 1-800-444-1962 Gas 0.65 Added Catalog Motor. ;'. �.:.:. /,:�F W.C. Number H.P. HB -3412.112 112 9.000 6.40 HB -4412-1/2 1 /2 12:000 6.75 HB -4412.1 1 16.000 5.95 HB -3314.1/2 1/2 5.400 9.00 HB -4414.1 1 1 14.000 18.000 7.00 9.00 HB -4614.1 HB -4614.1.112 1.1/2 21.000 9.00 HB -4615-1 HB -6615.1.1/2 1 1.112 .15.300 28.000 11.25 0,00 HB•6615.2 .2 35.000 9.70 HB -4617-1 HB -4617.1.1/2 1 1.172 ` 15.000 18.000 13.49 12.63 HB•6617.2 225000 3 25,000. , 'Rood . 12.90 13.49 HB•6617.3 HB -8817.5 5 •• ,' ;180;000 13.49 HB -4619.1.1/2 .1.1/2 ,. 13,000.. 17.30 17.30 HB -4619.2 HB -6619-3 2 3 '' 18,000 - '27,000... 17.30 HB -6619.5 5. "49;000 -17.30 HB -8819.7.1/2 7:1/7 70.000 17.30 HB -8819.10 10 80.000 17.00 HB -4623.3 3 11.600 24.20 HB -4623-5 HB -6623.7.1/2 5 7.1/2 29.500 40.000 26.99 26.99 HB•6623.10 10 ;47.000 25.78 HB -8823-15 15 87;000 100.000 26.99 24,74 HB -8823.20 20 HB•4628.5 HB -4628.7.112 5 7.1/2 12.000 24,000; . '34.60 .';34.60 HB 4628.10 10 :YS;d00,`"„ `40.000 34.60 34.60 HB -8828.10 HB -8828.15 10 15 63.000 34.60 HB -8828.20 20 90.000 34.60 airtight steel housing. • Explosion proof junction box. • UL listed. CAUTION: Inlet or Test Pressure Must Not Exceed 5 P.S•I.G. Discharge Pressure is a Combination of Inlet Pressure Plus Added Pressure. /a ETTER ETTE ;O� ENGINEERING COMPANY, INC. 1486 Highland Avenue • Cheshire, Connecticut 06410 203-271-0035 1-800-444-1962 Integrated gas booster control system Panel includes: 0' 0 0 0 0 0 Optional: 0 0 ETTER Fused disconnect/interlock swi';h. Booster On -Off switch. t" Signal Iights f6FPower; Booste'On and Low Gas Pressure. ` $tgpdown transformer for volt control circuit. Motor starter,r Standard panel size 20" X 20",,< 8" . NEMA -12 enclosure.,i' . a. All prewired to a terminal strip,��ncludes necessary relays, etc. Alarm.horn. > M Alsoprovisions for connections for high -low gas pressure switch, and motorized gas valve. ETr ER ENGINEERING COMPANY, INC. �I e 1486 HIGHLAND AVENUE - CHESHIRE CONNECTICUT 06410 TEL - (203) 271.0035 - OTHER STATES 1.800.444.1962 FAX: (203) 272.9860 i y NAMI Keepmotor properly lubricated.per motor manufacturer's recommendations. The life of the booster depends largely upon proper care of the motor. 4.2 The entire internal assembly is easily removed from the booster for inspection and/or mainten- ance of motor and rotor.: (Refer FIGURE 3).. 4.2.1 Before, 4is"qqmbling, make sure gas, air and electricity have been shut off. 4.2.2 Removi end plate bolts and carefully slide out entire internal assembly. Be careful: not. to.damage or. upset, balAce of rotor. 4.2.3 CAUTION: Anytime the Eclipse .� ermetic Gas Booster is disassembled, care should be taken when reassembling to be certain it is properly resealed against leakage. -It is recommended a spire flange gasket be available for use when booster.,is reassembled. 4.2.4 DO NOT DISTURB WIRING CONDqFr OR TERMINAL BOX POSITION. This will break the gas seal and result*.' gas leakage. 4.3 Contact your local Eclipse sales office for an31-, required assistance and for recommended spare parts . y. FLANGE GASKET, U. L. LISTED RETAINING SPRING MATERIAL "'Y ATi,1::END LA T E MOTOR ACTOR", SUPPLIED SEALING UNILET U.L. LI!,TED) 'INLET OPTIONAL SECOND SEALING UNILET & PIPE NIPPLE TU NC TIC)'N ARRANGEMENT NILE (COMPONENTS MUST BE: U. L. LISTED& ARE. TO BE CUSTOMER'SU,PPLI:ED AND INSTALLED BY A QUALIFIED PIPE PLUG FIGUR.d"4 . 0 0 0 0 TER:t-MiAL BOX MCTOX HOUSING FRONT HOUSING COVER FIGURE �6�ROTOR REAR HOUSING COVER ACTOR", SUPPLIED SEALING UNILET U.L. LI!,TED) OPTIONAL SECOND SEALING UNILET & PIPE NIPPLE TU NC TIC)'N ARRANGEMENT NILE (COMPONENTS MUST BE: U. L. LISTED& ARE. 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Non rq r O FICE-S017: a I'OWIl Of nPPenl_s NORTH ANDOVER BUll,I)ING '•' ,9 CONS[:IWATION rS""jj 1)IVISIUN(W HEALTH PLANNING PLANNING & C0AlA1UNI"I'Y D VL'L01>AIEN7' KAREN H.P. NELSON, DIRECTOR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 GENTLEMEN: I, GERRY GINGRAS 's Nonlh Aii(k) ri. �1� ��ti, u'I li itis •IIti c 1 (G 1 7) G854777) 4777) PERMIT if 121 , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT AT&T 1600 OSGOOD STREET DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETT"T'S STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: REGISTRA'T'ION STAMP: 26 . f ssq GERALD I JOSEPH GINGRAS y . No.29029 y rp of's -0 �► �Se... _ _ . cN� .4v v.W i Cd OE D 47 Q A O z Lx y ice' .L V z �: 2 E cc ,z a yz o � > W cL o � �X U W �o w �F— C 0 Oo N v s w 0 ZY z 0 W J z ZD A sj C rdbl 0 E c9 O Z O 0 C m 'O c r9 - to C oe0e 0e O O O 0c W W LN O 66 Z Z ? W W O. H cl Z Z V Z 09 c Q m Q L O �. o u o m m L C J L W J L V L m 0 E � � :3 � `i, �' � �' � � o O L C cr U ii Q ii ¢ to L Q ii m CO D 47 Q A O z Lx y ice' .L V z �: 2 E cc ,z a yz o � > W cL o � �X U W �o w �F— C 0 Oo N v s w 0 ZY z 0 W J z ZD A sj C rdbl 0 E c9 O Z O 0 C m 'O c r9 - to C CERTIFICATE OF USE tt OCCUPANCY Town of North Andover Building Permit Number 121 i Date AUGUST 26, 1991 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS HANDICAP ACCESS RAMP IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 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M -4T A I Mn?I -I 13 01S) 03,213) 03(ZAS) ----------------------------- - - 1N3Wd0'13A30 lOV.LNO3 'OlS r- a —�� tlsr)td5 ot u n si n n « : {LSV)Id5 6C 3S8 (1fL519X sc , ------------------ ---------------, (IAS)SX LE )N91'33r 1143WdOl3A30 lOV1NO3 'O1S 111151►N 9E IIMS)EX SE NS9 (IAS)ZN K 091MY --------------"------------------- ' IIAS)Ik Cc (ZSY)zo ZE 8►t'33r W Ln (ZSY)l0 lE —T >-WY►I b llsnty � '30r MWE T 25ou1 asnty a sZ to i3H5mNo3 LL Aldd1S 30A n lV IId0 13 &)d30 dm u (5761nrJ8 Sz (I1R(IS 3 U) 'MISAV)6 XV3d 3011 ►Z < t5361Y15d ►L 0 (SOSMEOB EL 'NIS ISM OYOI MA M El LI (53S1V)11 a -- ....... Z1 91 Y) t5351Y)L08 tZ llIS 0 1YN015 036 O it Si - OL - OVOI MA ►Z I.- F tS351V)Sl U p v Sl (SJ51Y)IDo J NWIS b3swul L) is u.. X)0'18 MA Kr N &Islv)18 6t oN < 157S1MHW LI NS9 IIVNOI1dD) (~n (S35mi l 9l L f'33V (SOSln lkw SI (IVHOI1d0) 7SwV (S3S1n3S ►1 - (Sosiv)sL El (59S1Y)►L J ZI - 11 -- - --- - - ....... 1S361V)EL f Mlid0) N0I13313S01 _ 3EZi8QZ N 3 338nos boa t59S1VIZL YEL'33V WSINVHO3W S Lb31JIHS (S3SiV)1z HilA 3-UNVH SSYdAg (S361Y)OL 9 (S361n6► L "mot 9 8'33V (Sosmo S (s3sln 1s3 ► (mv):)s3 E (S3SiV)ES3 L'33r (IPS)ES3 JL {tns)Ls3 T rz�� a3d(rn' W:1TNMVP INn?t-I IMAM )OHMS SNOI133NNOO b3dsr(rbl Si Minos 3b1A 1 W80N "JAY rt• DOW 0 Ela 1 Z13 ' CI:)) Tl3 0312131 03(113) Ol : 81 V1 SNOI133NNOO OVO'l M -4T A I Mn?I -I 13 01S) 03,213) 03(ZAS) ----------------------------- - - 1N3Wd0'13A30 lOV.LNO3 'OlS r- a —�� tlsr)td5 ot u n si n n « : {LSV)Id5 6C 3S8 (1fL519X sc , ------------------ ---------------, (IAS)SX LE )N91'33r 1143WdOl3A30 lOV1NO3 'O1S 111151►N 9E IIMS)EX SE NS9 (IAS)ZN K 091MY --------------"------------------- ' IIAS)Ik Cc (ZSY)zo ZE 8►t'33r W Ln (ZSY)l0 lE —T >-WY►I b llsnty � '30r MWE T 25ou1 asnty a sZ to i3H5mNo3 LL Aldd1S 30A n lV IId0 13 &)d30 dm u (5761nrJ8 Sz (I1R(IS 3 U) 'MISAV)6 XV3d 3011 ►Z < t5361Y15d ►L 0 (SOSMEOB EL 'NIS ISM OYOI MA M El LI (53S1V)11 a -- ....... Z1 91 Y) t5351Y)L08 tZ llIS 0 1YN015 036 O it Si - OL - OVOI MA ►Z I.- F tS351V)Sl U p v Sl (SJ51Y)IDo J NWIS b3swul L) is u.. X)0'18 MA Kr N &Islv)18 6t oN < 157S1MHW LI NS9 IIVNOI1dD) (~n (S35mi l 9l L f'33V (SOSln lkw SI (IVHOI1d0) 7SwV (S3S1n3S ►1 - (Sosiv)sL El (59S1Y)►L J ZI - 11 -- - --- - - ....... 1S361V)EL f Mlid0) N0I13313S01 _ 3EZi8QZ N 3 338nos boa t59S1VIZL YEL'33V WSINVHO3W S Lb31JIHS (S3SiV)1z HilA 3-UNVH SSYdAg (S361Y)OL 9 (S361n6► L "mot 9 8'33V (Sosmo S (s3sln 1s3 ► (mv):)s3 E (S3SiV)ES3 L'33r (IPS)ES3 JL {tns)Ls3 T rz�� a3d(rn' W:1TNMVP INn?t-I 985 DEAN ARCH ALLIAN Dean Architectural Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Robert Nicetta Of: Town of N. Andover From: Andrew J. Dean, AIA Project: Mezzanine "D" Copies to: FAX TRANSMITTAL Date: April 30, 1999 6be , Fax #: ^' ^AA Time: Pages: 1 including cover X For your use ❑ For approval As requested For comment ❑ Original copy to be forwarded under separate cover MESSAGE Bob, Stan Swerchesky, Jr. of Perini Construction Co. at the Merrimack Valley works of Lucent Technologies, Inc. has asked me to send you this FAX. I will assure you that the work that was done by Perini on the Mezzanine "D" project has been substantially completed. It was built according to the construction documents provided by Dean Architectural Alliance, Inc. under my direction as Architect of Record. If you have any questions, please call me. For Dean ArchitecturalAWance, Inc. Andrew J. President Date. //7/. N2 4640 TOWN OF NORTH A DOVER PERMIT FOR PLUM I G 44 SS CHUS This certifies that ............. has permission to perform ... PC 14� /.C.; V. -r plumbing in the buildings of ......... at. ./� ......... North Andover, Mass. Fee. . '.Lic. No.. .. .... .... PLUMBING 1112�T'014 Check # 0-11-2a 41 WHITE: Applicant CANARY: Building Dept. PINK: Treasurer % 4 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING 21 v (Print or Type) ,T-� N o i --t h �nJ o VGv" -.mass. Date R- N-00 Permit # e Building Location l G b a 10s,�a s A 4 re- -L Owner's Name L u c tin + � C' n no( o� V Owner's Phone # New ❑ Renovation Replacement Cl FIXTURES Type of Occupancy Plans Submitted:. Yes ❑ No ❑ Installing Company Name L\ r? Ot.. vn A u -v- L o r'g Business Telephone 4 1 ] - �, (' Y-yks O Name of Licensed Plumber Pte, SS L+ l� Check one: ❑ Corporation ❑ Partnership ❑ Firm/Co. Certificate INSURANCE COVERAGE: I have a Curren li ility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ZV No ❑ If you have c ecked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Owner ❑ Agent ❑ Sgat.. of OWW or ow Wee Agan I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. City/Town APPROVED (OFFICE USE ONLY) Sig ature of Licensed Plumber Type of License: Master �Journeyman �C3License Number ,G j// Zo o s m N rn O U Z ~ > W U Q 0 w Y -j u) < m 0 z N¢¢ a W z W 0 0 J 'n N w m m=¢ W M0¢ Cr a W 0 N Y¢ a W a. ° z < a z a 3 i- x O - rn 0 Z¢ m¢ u) W >- ►- N Z o a u) O¢ a¢ O LL U O ¢ W W = 0 Q 2 W Q 3 u1 O ¢ Z S Q 3 W W ¢ F- J Q Z Y O ¢ W a W -jLL ¢ ¢ W N O 0 a. Y 0. O Q Y W a 1— a¢ u) u) a a O< a¢¢¢ a O a r W¢ Y J m u) J 3 S !- V) LL C7 O Q ^N SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR Installing Company Name L\ r? Ot.. vn A u -v- L o r'g Business Telephone 4 1 ] - �, (' Y-yks O Name of Licensed Plumber Pte, SS L+ l� Check one: ❑ Corporation ❑ Partnership ❑ Firm/Co. Certificate INSURANCE COVERAGE: I have a Curren li ility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ZV No ❑ If you have c ecked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Owner ❑ Agent ❑ Sgat.. of OWW or ow Wee Agan I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. City/Town APPROVED (OFFICE USE ONLY) Sig ature of Licensed Plumber Type of License: Master �Journeyman �C3License Number ,G j// LocatIoW,'L' No. $1 40RTh 0 41 CHUS Check # Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL Building Inspeolroi Location No ql-'heck # Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER:/ DATE ISSUED: i, SIGNATURE: Q �We— L--�, B Il 'n ommissioner/I r of Buildings Date SECTION 1- SI INFORMATION 1.1 Property Address: 1600 Qs�oo� S�. 1.2 Assessors Map and Parcel Number: d 3 `% OCA/ � Map Number Parcel Number 1.3 Zoning Information: Zoning District Proposed Use 1.4 Property Dimensions: Lot Area (so Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: Public ❑ Private ❑ Zone Outside Flood Zone ❑ 1.8 Sewerage Disposal System: Municipal ❑ On Site Disposal System 0 SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2 Owner of Record ` /60a , —r d( /114 NaLne (Print) a-� (' e,,p z Address for Service: 6260 Signatafe Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: �� hPl� 19C a 0 h e �'�r/ � �4t^ �C'4 Licensed Construction Supervisor: LZl /Y? e �M Q �Addr s Signature Telephone Not Applicable ❑ License Number Expiration Date 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone a r v M r r ^Z YI SECTION 4 - WORKERS COMPENSATION (M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes .......❑ No ....... 0 SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ JAddition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: ffLl MP f (� d a N �e-I-P �0 ��, �UPh� 0/1 �a'�P o �,/Yld6 , %C�h �1' a re 60 e 60'x d ao; 66'x, /.rd ; (2) a0'A �`Pr,t SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to beFFICUVIVSE Completed by permit applicant ONL Y' 1(a) / �iIT'r (o S—o Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee (a) X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, She Pie m / 1 G '1 PDh Q as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief S� Print Na Signature of 0r/A ent Date MIMI, lot 111=11, IM NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIlvMERS 1 ST 2 ND 3 RD SPAN DIWNSIONS OF SILLS DIN ENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE Oe— x w A O mvco s O w v + cn O rL z z Q c C w� U m w" O U W C 0 m w O W u U W C C4 cn m w 0w H z c7 C � m w w Q w m cin O cn CO 0 z y O CILL CO i c O O ci CL y O Q CA c O .:lot cv CA r.w 0 CD ev � 3� �• co DO L- CL d d c O cC J •O O O Z CD Q. H c ✓lie 1°anvrnoau�sea�o�.'�,;ra,-�fsoel�o BOARD OF BUILbINGR.EG-ULATIONS License: CONSTRUCTION SUPERVISOR Number.- CS . 050960 Birthdate: 12/29/1956 Expires: 12/29/2000 Tr. no: 4516 Restricted To: 00 STEPHEN A CAPONE i 13 WOODLEDGE RD NEEDHAM, MA 02192 Administrator $ --1 m z 0 m D m z I D z n 2 O Z C cn m m cn z n ca m r ��I Q = N �! x M o (D C1 tD C cn -n u) Q CD C� AO CD 1 CD O co CD C Cr CD 1. 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O "n? O w V O L 0 0 w ltefn OLLi F. > C _ �a c° o = V W CL < w U to m =- Z F -E `� .. 0 a Q m,NtU m E _ M v �Ny coo C m0*.�4) pop` N1A th,,s�pdt 'C C c V 0 W > "o 4 t y V U. W O pC C94 O U 0 0 (nv� N Li o � � � 0 U 0I� Or H co C aL W0. w L Z O L 0 ELc d�T „� Q UH co 3P A ami U 0 c 0 a U N 0 3 a3 z 1� 712 Location I -5fvC-:L--T- No. Check # I 1 (00 Date 7- os -(3,0 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 4 - �*D 13-150 Building Inspector ONE G � N1 U �i U N C z F z � - ilk U (: _ R F ) a ow. N z � Y O � ^%J � M,V "d ONE G � U U N C z F z C - ilk U (: _ F ) a ow. z F o w ` O � 0 V t d 1 U N C z F z C - C U (: _ 0 V t d 1 FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT G ue& jy PHONE—q6 0 -- VO/ 9 eo ASSESSORS MAP NUMBER o84- LOT NUMBER c a/ SUBDIVISION t -?,V G— ��iQ/JG �� LOT NUMBER STREET dS6-e1)-D S l STREET NUMBER 16,96 OFFICIAL USE ONLY RECOMMENDATIONS OF TOWN AGENTS N DATE APPROVED CONSERVATION ADMINISTRATOR DATE REJECTED COMMENTS DATE APPROVED TOWN PLANNER DATE REJECTED CON94ENTS / n DATE APPROVED N/ FOOD INSPECTOR - HEALTH DATE REJECTED N /A DATE APPROVED SEPTIC INSPECTOR - HEALTH DATE REJECTED CON MIENTS PUBLIC WORKS - SEWER / WATER CONNECTIONS DRIVEWAY FIRE DATE APPROVED DATE REJECTED RECEIVED BY BUILDING INSPECTOR DATE DATE di r id U IL r 0 z s•. ,,....�� w o A MO w VO? ° N L c� 0 G z z O a w° x.. a�' C U ro w C4 A 04 a ..Ci a�' w a O � r.U,1 W W ..0 cG chi w U z ` x.. a�' � w A L~ c co 2 V) i 0 o cn o mCD c CZ C H . G C C.3 V ' '•d C A m C rt ( O O Ea 2: C:F U • = v CL m z Q� o O O O Sq 2 1p m 3 = r cc m N t_m > C/) O Oy z oyM o O CD V� E a � m cc rC v/^) h L / �..•. � c H Q :6 W � m o 'C y'a`•-'o `� •� cm C co L c m y m O LLLI p ;_ 'fl _ .� +. C f.. .y dt A C z LU .E v V cf C. m Oc C_ y a' . o -S = eyv a 0 y=� O �- ZZa�m O M IL 0 0 CD O co O Z CO CL O CA C CO y p :2 CD y O O •E m m CD ~� t to � 3� O CD O cc O a C �Q ca o .0-0� C O O v J •� co IW .0 Z lrl C= 'b O C Q C— CLca M• eve'' V C U) U) IrW W W Location ,,No. Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee Sewer Connection Fee $ Water Connection Fee $ TOTAL Building Inspector Div. Public Works Location / 6 00 0 Sdr"o I-) No. Date NORTH ANDOVER ificate of cupancy $ Building/ ame Permit Fee $ Fou tion Pe $ rmit Fee er Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ si;A N2 - 12345 Building inspector Div. Public Works .1 CpNS1RUC'tlt�i NO. APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP i4O. LOT. NO. 2 RECORD OF OWNERSHIP (DATE BOOK iPAGE LONE SUB DIV. LOT NO. I - I ,_OCATION PURPOSE OF BUILDING KSIZE OWNER'S NAME 2�C�� NO. OF STORIES -.160 �:O�y S F OWNER'S ADDRESS � �/p 15r Y6V 0 ASEMENT OR SLAB `2,49 n :RCHITECT'S NAME,,2,,,_//-rr ��,�� 6.N�%N� SIZE OF FLOOR TIMBERS IST 2ND 3RD 3UILDER'S NAME 6,),&p>,,<� 0 .rAIC. SPAN - -- DISTANCE TO NEAREST BUILDING �'f /1477- K A-rlO IY , / DIMENSIONS OF SILLS ". " POSTS DISTANCE FROM STREET DISTANCE FROM LOT LINES - SIDES REAR " GIRDERS kREA OF LOT> ya /1 O` FRONTAGE / C' HEIGHT OF FOUNDATION - THICKNESS 1/tfi'1 iS BUILDING NEW �V SIZE OF FOOTING X S BUILDING ADDITION t/Vj� MATER:AL OF CHIMNEY iS BUILDING ALTERATION Yes . M�"zZAN/Nr ��D IN. IS BUILDING ON SOLID OR FILLED LAND NILL BUILDING CONFORM TO REQUIREMENTS OF CODE ys IS BUILDING CONNECTED TO TOWN WATER BOARD OF.APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS (.� .'O 4Oj<o&Vb l'%00ILr SEE BOTH SIDES • PAGE 1. FILL OUT SECTIONS 1 3H�IIw�O-�ir ��•'b�R4.�-�!'�t.RA�, PAGE 2 FILL OUT SECTIONS 1 - 12 • �� • '{� :t4 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED /90 31GNATURE PERMIT GRANTED 19 9$ UVVNLR TEL. fI_7�o15�7/O CONTR. TEL. # CONTR. LIC. CA0o6na; 1z-%iG amm CONTROL CMSTRUCTION s PROPERTY INFORMATION LAND COST EST. BLDG. COST EST. BLDG. COST PER SQ. FTG: �T EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD ARD OF SELECTMEN BUILDING INSPECTOR R - BUILDING RECORD OCCUPANCY 12 FAMILY LOT LINES AND EXACT DIMENSIONS OF BUILDINGS WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. SiOk1ES-- FAMILY o.55 (a.0-.3 OFFICES ' �%C e ENTSw, STC - /ids 'x CONSTRUCTION FOUNDATION TE TE BL'K. R STONE _ 8 INTERIOR 3 PINE HARDW D _ PLASTER DRY WALL UNFIN. FINISH 1 _I 2 13 BASEMENT ILL 11-3 FIN. B'M'T' AREA �/. mac- 2 FIN. ATTIC AREA _ T FIRE PLACES _ QOM MODERN KITCHEN _ WAILS - 9 --FLOORS -- \RDS DING >HINGLES SIDING S SIDING (DING ON MASONRY _ B 1 2 ��_ 3 _ _ CONCRETE EARTH HARD%J D COMMCN ASPH. TILE ON FRAME N MASONRY ATTIC STRS. d FLOOR _ V FRAME _ -R CINDER BLK. WIRING -N MASONRY iN FRAME SUPERIOR I� POOR _ ADEQUATE NONE ROOF 10 PLUMBING ]ASHED HIP BATH 13 FIX.) MANSARD TOILET RM. 12 FIX.) _ WATER CLOSET SHINGLES LAVATORY _ HINGES KITCHEN SINK _ NO PLUMBING _ RAVEL STALL SHOWER _ OFING MODERN FIXTURES I_ _ TILE FLOOR TILE DADO FRAMING I� 11 HEATING GIST PIPELESS FURNACE FORCED HOT AIR FURN. iMS. 3 COLS. STEAM ns. 6 COL3. HOT W'T'R OR VAPOR 'AFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS OAL I NOCTRIC HEATING —I 3rd JP THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. &77A ,9 VV!Ltq*5 o7 </ - Fe /o!0 419,x'— / o.55 (a.0-.3 2iu�j �Laa,e �XT�n7Stpn/ ��77G,�/.c!(r �%C e /�DuK� iv N ?'zoAt f A -r77, W4 S STC - %�R.�'T//�L �5 �"�EL F�lfirz �nlG 9,RW cSTP - Z /WA C- CVu-T�a_45 11-3 E,e Pl-yAv mac- 2 FSPR/,vAe-eW .5Y,5TEM flP%N6, �P / CO, V, C0.-.�TE 03500-1 5roe -crw,e -i_ o.55 (a.0-.3 /I/IEcNd�it!lc�q C Sul°QLEMFI�TI`tL /5oob ff ""909crL/ c- May 1, 1998 Robert Nicetta Building Department Town of No. Andover Main St. No. Andover, Ma. Ref.: Lucent Technologies Inc.; Building 70 Second Floor Extension. M1 Attached is an application for building permit for the above mentioned project including two copies of all plans and specifications. I will have a check next week for the permit fee. Please review and call if any question come up. Construction is scheduled to start approximately May 11, 1998. Also, I would like to re -schedule tQin pcction_for partial occupancy for the Brickstone project for a -ur 6; 1WT will call to confirm. Thanks for your past attention, La I 161-0 x I� ���E��€ aaaaaaaaca 9 OFFICES OF: APPEALS BOLDING CbNSER\'A"1T )N HEALI'H PLANNING a "Oar" Town of h 9 NORTH ANDOVER ,sSACNU6E`4 DIVISION OF PLANNING & COMMUNITY DEVELOPMENT KAREN H.F. NELSON, DIRECTOR 120 Main Street North Andover, Massachusetts 011,845 In accordance with the provisions of MGL c 40, S 54, a- condition of Building Permit Number 16(o is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disp 156A. "osal facility as defined by MGL c 111, S The debris will be disposed of in: V/,4 F�.T CoW7-g1X,,r-l< -:r9F.&V16€S (Location of Facility) Co u645rE F/LG OV AfY' 7-0 'V CoRl7-�3nrr/�l�T�,p �o/L $F1" CEaeT�F�� !$�N.17�!c� � Si e of Permit Appli Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. Location No. Date TOWN OF NORTH ANDOVER Building Inspector Div. Public Works Certificate of Occupancy $ Building/Frame Permit Fee $ HU Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector Div. Public Works N� APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP K40. o34' LOT. NO. .�, Z I 2 RECORD OF OWNERSHIP IDATE BOOK 'PAGE ZONE SUB DIV. LOT NO. CO F - LOCATION 1600 Osgood Street CONSTRUCTION PURPOSE OF BUILDING Offices _ &. Electram c -.%.,La. s DWNER'S NAME Lucent Technologies, -Inc. NO. OF STORIES SIZE DWNER•S ADDRESS 1600 Osgood Street BASEMENT OR SLAB ARCHITECT'S NAME Lucent Technologies, Inc. — SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME Perini Building Co., Inc. SPAN DISTANCE TO NEAREST BUILDING Renovate Existing DIMENSIONS OF SILLS -- -_ DISTANCE FROM STREET POSTS —_ DISTANCE FROM LOT LINES - SIDES REAR GIRDERS AREA OF LOT 168 AC FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW No SIZE OF FOOTING X IS BUILDING ADDITION No . MATERIAL OF CHIMNEY IS BUILDING ALTERATION _Yes IS BUILDING ON SOLID OR FILLED LAND Soli WILL BUILDING CONFORM TO REQUIREMENTS OF CODr6th EditionIS D BUILDING CONNECTED TO TOWN WATER yes BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER NO IS BUILDING CONNECTED TO NATURAL GAS LINE Yes INSTRUCTIONS CONTROL SEE BOTH SIDES CONSTRUCTION PAGE 1. FILL OUT SECTIONS 1 - 3 IM PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METLPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED 1/14/98 SIGNATURE OF OWNER OR AUTHORIZED AGENT F E E $12,728.00 OWNER TEL. 960-2848 PERMIT GRANTED CONTR. TEL. N 960-4018 CONTR. LIC. 061432 /`t?3 3 19 Expires 9/24/ ck��4$63 CONTROL WNSTRUCTION 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST 1,958,207 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD IQ FAMILY 1—STORIES - _FAMILY( OFFICES ENTS _ l CONSTRUCTION FOUNDATION FE TE BL'K. R STONE _ 8 INTERIOR FINISH B t PINE D. HARDW — _ PLASTER DRRYYW WALL UNFIN. 7 I3 — — BASEMENT ILL FIN. 8' 'T' AREA FIN. ATTIC AREA _ T FIRE PLACES _ QOM MODERN KITCHEN _ WALLS II 9 FLOORS ;RDS CONCRETE EARTH HARD"J D _ COMMON ASPH. TILE B 1 ��_ 2 3 _ _ DING iHINGLES SIDING 5 SIDING ,DING ON MASONRY ON FRAME N MASONRY v FRAME ATTIC STRS. S FLOOR _ ,R CINDER BLK. WIRING _ �N MASONRY N FRAME SUPERIOR POOR _ ADEQUATE NONE ROOF 10 PLUMBING HIP BATH (3 FIX.) TOILET RM. 12 FIX.) _ I�MANSARD SHED WATER CLOSET _ SHINGLES LAVATORY _ HINGES KITCHEN SINK _ NO PLUMBING _ RAVEL STALL SHOWER _ OFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO FRAMING II 11 HEATING GIST PIPELESS FURNACE FORCED HOT AIR FURN. TMS. 6 COLS. STEAM -tS. & COLS. HOT W'T'R OR VAPOR AFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GAS OIL ELECTRIC NOHEATING —I 3rd I THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS, WITH PORCHES. GA- RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. All work to be performed in accordance with Lucent Technologies, Inc. work orders 970962, 970765, 971041 (Perini SWA No. 1740, 1741, 1742) and drawings listed herein.. See marked -up drawings attached; Final drawings to be issued within 3 weeks (1/30/98). r I a C c?AO w _ 0 —• y O Q N (� a o < m CO) �:� m Cl) O Z N m �C 3 y _ W O y G� m CD O O O N o =CD _ • O d O co �� O CO) o o Z y n sn .m 'v O po Er c Er "aC2 Z co) o CA r a 0mCL a CL - -Am (' �0 w Q=' c 'b 'Coo d Mani d y ' `� Z� y a�C7 C7 id to o �° - : a p CD ro aCD CD oc �• r VJ y Q "•: •C : �� ON ;w to 2 ; ;. TOS CD O CDO � =r� � ' :L • G� 00 1 CD ca 0 1 1 CD CL Go �. a ,... m i _> CD (n 4 D Z oq• w d ? 000 WCD CL's, Z 0 CD _ �! CD m 7d Cn 70C m o � �'- o OAC ro �'. pCp Ctf N w Zi G w O 8 a c 003 09 l tE 7 MOar - .. OFFICES OF: o Town Of 120 Main street u North Andover, APPEALS eNORTH ANDOVER Bl'ILDING;, ^ ::rte 4� Massachusetts O 1845 CONSERVA'I'KON sa„"USE, DIVISION OF HEALTH PL:\NNINc; PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRE(;"l'OR ,1606 6.56- 6 op �a� N®D v 61�1R a�85I In accordance with the provisions of MGL c 40, S 54, a•. condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: (Location of Facility) -F'7- 9,0-W74) AlE� 5'��14FS Sig e of PermitApplica '11�'6 h'q D to NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. •, t r � � `i.... /tea+ .t=u��a PROJECT NUMBER: .VL VL LV iLuia.v aava a.va v.. TOWN OF NORTH ANDOVER 508 682-6483 x30 CONSTRUCTION CONTROL PROJECT TITLE: 6jeffie57-0/✓e- 12ELO6971Dd _A�-LEGT�lN1G PROJECT LOCATION: 000E%JT 7-6-G�NdLbl�-/E,5 /NC 14660 OS S 51, /fp, %l NAME OF BUILDING: 81-10(- 160 -a - NATURE OF PROJECT: cJs� Room (�7000 y Sr - IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I,l T- Registration No.(,),� BEING A REGISTERED PROFESSIONA ENGINEER/ARCHITECT HEREBY CERTIFY THAT I"HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT =j ARCHITECTURAL Q STRUCTURAL Q MECHANICAL Q FIRE PROTECTION Q ELECTRICAL Q OTHER A specify)= FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN.SECTIO� 127.2.2: 1. Review of shop drawings, sanples and other submittals of the contractor as required by the _ construction contract documents as submitted for building permit, and approval for conformmrce to the design concept. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Special architectural or engineering professional.inspection of critical construcrPif —t't's requiring controlled materials or construction specified in the accepted engines ' P ItMW standards listed in Appendix B. JOSEPH GRAS PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT . WEEKLY , A PROGRESS REjAgTOCEIRER y WITH PERTINENT COMMENTS TO THE NORTR ANDOVER, BUILDING INSPECTOR. % �a cOIsTE��v UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFATflRY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. '4"-tv / IGNATU SUBSCRIBED AND SWORN TO BEFORE ME THIS 90A DAY OF \/anuavy � "' 7Y• NOTARY PUBLIC MY COMMISSION EXPIRES �+ M11ntmisdon Expires April 16, 2004 KAREN H.P. NELSON. DIRECTOR 3 120 Main Street North Andover. Massachusetts 01845 In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number __ b 2 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: 14k1leE / c tt7 r1Jq 1VsF"Zi�> 15147 10^/ 111,4 (Location of Facility) Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. Town of - OFFICES OF: APPEALS 4 NORTH ANDOVER BUILDING s@4Q" CONSERVATION 5`s DIVISION OF HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON. DIRECTOR 3 120 Main Street North Andover. Massachusetts 01845 In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number __ b 2 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: 14k1leE / c tt7 r1Jq 1VsF"Zi�> 15147 10^/ 111,4 (Location of Facility) Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. Req #: PR9711120029 FACILITY REQUISITION Report: PRO02 FEJR #: 970962 Const Org: JC 3-OQ. Change #: 0 Req Type: PLANT -REQ Title: Install New Control Center #26 12/22/97 - 09:12 Page: 1 MACCS Charge #: W970962000 Req Status: CONSTRUCTN Wanted: Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 11/12/97 Requester: MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None Auth: JCO272400 Engineer: MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None Chgd: JCO272400 Proj Code: MISC Bldg/Flr: 30 /02 Column:Est. Cost $: 131 -.00 "� -------------------------------------------------------------------------------- Room: DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- 195 - 47165 1 sheet ---------------------------------------- STRUCTURAL STEEL -ROOF PL'17 195 - 47169 1 sheet STRUCTUR L STEEL-BOTT024 CHO..D FRAMING 195 - 47175 1 sheet STRUCTURAL STEEL -ROOF TRUSS DETAILS FPV - 106150 34 FPV - 106258 4 FPV - 106259 4 FPV - 106265 4 FPV - 106768 2 ROOF EXHAUST LOCATIONS FPV - 109077 1 SK - 704-7432 sheets 1 thru 3 ROOF TRUSS REINFORCEMENT AND NEW PLATFOR -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT -•----------------- ---------- ---------- 14VE3896WANING EPPS-PO -------- ------------------------------ Switchboard A/Waning MVE38964253 EPPS-PO OPEN empire sheetmetal per, sk704-7 -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------------------------------------------------------ -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ M-ATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- 01 616 ---- ----- -------- -------- -------- 616 28952 29025 50110312 02 45 85 130 6110 200 50110312 03 440 40 160 640 30080 22000 50110312 04 160 2 162 7614 200 50110312 ---- ---- ---- ---- ---- ---- ---- ---- 485 160 616 0 85 42 160 ---- ----- -------- -------- -------- 0 0 1548 72756 51425 ------------- -- -- -- -------------------------------------------------------- Approved: Approved:, LAVACHE, PETER C En in ering Environmental Date: / 1�B Date: / / 6 / I t Req #: PR9711120029 Report:.PR002 FACILITY REQUISITION 12/22/97 - 09:12 Page: 2 -------------------------------------------------------------------------------- Task #: 01 Requester: MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL Provide materials and labor necessary to install a new "Control Center #26Y" located Bldg. 30-2 Col. U/07 as shown on drawing FPV-109077 and listed as follows: 1. Install new Siemens type "SBP 1600A. switchboard purchased by analysis consisting of 1600A. main section and a 1600A. distribution section. Install on new platform located at column U/7 as shown on drawing FPV-109077. 2. Install FAC tag "FAC-ELGSPP-1104" per Work Service Procedure #13 Issue #6. 3. Install new nameplate on existing Load Center circuit breaker Cubical #3B saying "Feeds CC -26Y Located 30-2 Col. U7". 4. Replace existing pull box located 30-2 Col. W/5 with new 36" x 36" x 10" pull box. 5. Provide and install (4),4"C - 4,#500Kcmil.&4/OGND. from new pull box, described in item #4 above, to new switchboard described in item #1 above as shown on drawing FPV-106258. 6. Provide and install 4"C. 4,#500Kcmil.&4/OGND. from new switchboard described in item #1 above to existing panelboard "D2E2" located approximately 2'S x 7'W of column Y/3. 7. Disconnect and remove existing 400A. feeder back to platform at column X/11. Note: 1. For questions on the electrical portion of this FEJR contact Bob Maguire X2762. 2. Provide updated As -Build drawings per FSV-140. Doing Org: JCO272300 Task Hours: 616.00 Account: 50110312 S Req #: PR9711120029 FACILITY REQUISITION 12/22/97 - 09:12 Report: PR002____________________ Page: 3 -------------------------------------------------------------------------------- Task #: 02 Requester: MADDEN, GREGORY - JCO272400 - x 5242 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL CAUTION: This equipment contains non toxic exhaust. Before dismantling of this system contact Rich Grillo, X4472 to discuss the proper precautions to be taken and the proper dress requirements. Before disposing of any materials contact Burrell Lowery, X3222 to inspect and determine if this material will be disposed of in a normal manner or if a special waste container will be required. 1) Locate exhaust ductwork (Exh. Sys. no. 110) 1'-3"N and 2'-9"W of column U-7 (30-2). 2) Remove and junk exhaust ductwork from fire damper through roof. 3) Blank off fire damper above second floor and label per FSV-250-E sht. 5. 4) Locate exhaust fan (mach. no. 640019-53) on roof 8'-0"W of column U-6 (see FSV-106768 sht. 2). 5) Remove the electrical service per electrical write-up prior to removing the fan housing and fan platform. 6) Remove and junk exhaust fan per surplus ticket no. 35649 and it's related platform and grating. 7) Fill in the stanchion pitch pockets with asphalt to the top of the studs. 8) Using the label maker, create a 2" labei "110" and place on a clean 2 1/2"x 3""piece of galvanized sheet metal. Rough up with Scotch Brite pads, the other side of the sheet metal as well as the area on the top of the cap in which it will be placed. Cement the label to the cap with high temp silicon adhesive. 9) Stamp "110" on the side of the cap and cap exhaust sleeve. 10) Band the cap with a worm gear clamp so it cannot blow off. Doing Org: JCO272300 Task Hours: 130.00 Account: 50110312 S Req #: PR9711120029 FACILITY REQUISITION 12/22/97 - 09:12 Report: PR002____________________ Page: 4 -------------------------------------------------------------------------------- Task #: 03 Requester: BUTTON, CLAYTON - JCO272300 - x 3942 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -ELECTRICAL PLATFORM INSTALLATION This work consists of installing a new 19'-0 by 23-0 platform,as shown on SK 704-7432. Steel erection drawings will be furnished with the new steel. The building roof trusses shall be reinforced (as shown on SK 704-7432 and the steel erection drawings),prior to installing the new platform steel. Platform grating shall be field welded to the platform steel (except at the removable opening). Grating cover plate shall be welded to the grating. After installation,paint steel to match existing area colors.,New rail, ladder,and ladder door shall be painted safety yellow. Field welding shall be in accordance with the latest "STRUCTURAL WELDING CODE,AWS D1.1" of the AMERICAN WELDING SOCIETY (AWS). Welders shall be qualified in conformance with the requirements of AWS D1.1. Doing Org: JCO272300 Task Hours: 640.00 Account: 50110312 I Req #: PR9711120029 FACILITY REQUISITION 12/22/97 - 09:12 Report: PR002 Page: 5 -------------------------------------------------------------------------------- Task #: 04 Requester: BROBST, ROBERT - JCO2E0600 - x 2566 - pg 0678 -------------------------------------------------------------------------------- Work: FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. 2) Refer to Handbook 328 Section B and Drawing FPV-106150 Sheet 34 Issue Number 16 for required sprinkler head adjustments and additions. 3) Paint all new sprinkler piping so that the color matches the existing sprinkler piping color. 4) Locate 3 1/2" sprinkler branch piping located to the west of column line 7. Connect to this 3 1/2" sprinkler pipe with a new 1 1/2" sprinkler line. 5) Run this 1 1/2" sprinkler piping down along column line 7-T1, offsetting as necessary, to the underside of the New Electrical Control Center. This 1 1/2" line is then to be run East along the T1 column to the center of the platform (see drawing listed in 2 of this section for required piping and sprinkler head locations) 6) This renovation includes the addition of 4 new sprinkler heads. The location of these heads is as follows: Head 1 - 5 feet south, 6 feet east of 6-7 Head 2 - 5 feet south, 18 feet east of U-7 Head 3 - 15 feet south, 6 feet east of U-7 Head 4 - 15 feet south, 18 feet east of U-7 Doing Org: JCO272300 Task Hours: 162.00 Account: 50110312 2_G < Lucent Technologies Bell Labs Innovations -4,+r��.6 G A-'LLkG-,�D----5�La ED --------------�_ LXX—L•pT fir �.���_avr3(�LL-_ OrjGN�N�.`j ---------._..._.__�i�-TErL—U�,S�-a.12..Qn-_ ��,�-� sT�c L. To ►-'�-r�ff - -- � C _--___._... __.__�a✓ lv__� Flt -L �. �-�?..�_D_�_�L.1__�'N p � aD,.r��yL �©o%L�.�_a_�L1=G— /x/7'c''D ��- - L �•.��2uc_ vvt aL �1�-�. ��� S T� • 3G -Cr ANTS ►�Z �„ r�r RL0,C A. G Csr_Ruc�Un.�._ �TEL=�oapLA N / L7c=TA- ic.� �Z-o3.9� _ Ll, 60 T2uss��,� `V, p B \ o yf24 - i tAV)vi �►-Lu W W W T W W Ln H N h coo moo �n enc ra sx � cr15� T-2 T2us 0I2EM vkr3LL G2F►�NS SEcrta� - _ _ CForz chaT„"y ?1��� -SEG fir_—?n3027 �ly.n 1 _ 2 D ' 411 FO YLCa>,�. —SEE "SEGT, T3� O J N V 0 rC A 1 L C� S 3�G 9-� 4 a 9-'0l3'� R.vc2.SC Ex sr' ,G'o7�-�, c�on.� 0 4 l SEE DE1, C> • 2gG1N r` Il/E;tJ 57,1)C� 2an�L =G ' DEIr -P1.AQ 30- Z // '_/'o CA2c, .'S $ HOW a y f EX,Sr, r-Zo �osr) � 7 wG 24- (fix 577 r -z0 CXOIO EXE 5r. !k /Vew G� 8 -A� /Z (A) 3� SCS fel /ELI, G-L2)� .� OT, p Lkr. �J AI W S8z18¢ r r gj Id- 2odv M 4L. NJoIvoA4rC.L.*A) SIG 4L.Lp �vc4r� PyI / l Efo�IicE Toy�3o�7-q7 (2�A413��s �Ee,r, 13-13 7 /2 �3-97 C, I?wlf� J H Vf N }. }.. w W W W W W W N N ! A 000 Ln2a N �ra it ..NCV 11 "o 01 1 n o) 'J C2 J C ri T ro s a 4 1 - -Tg l � �� N! Ile � � 4 CA ri QQb) 4 1 - -Tg l � a `0 Ile CA ry PI� < lil J� r6 ,� s i c� y Q e % , -4 Zola \c2 ri 1�a 4 1 - 1 � `0 Ile CA �j��z7tz PI� < lil o � — S� 7a¢ -7q 4 1 - CA �j��z7tz PI� J� % , -4 Zola \c2 IJ ti (J N m S L� ono) l 9�8 zy C� Jv I' o � — S� 7a¢ -7q 1, X50 (7) 61eA;Rl1 0 rA im ,v 6f � Req #: PR9708210016 Report: PRO02 FEJR #: 970765 Change #: 0 Req Type: PLANT -REQ FACILITY REQUISITION Const Org: CONTRACTR Title: relocate brickstone personnel l 01/06/98 - 14:32 Page: 1 MACCS Charge #: W970765000 Req Status: CONSTRUCTN Wanted: Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 08/21/97 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None Auth: JCO2EO100 Engineer: CONDON, WILLIAM - JCO272400 - x 2864 - pg None Chgd: JCO2EO100 Proj Code: MISC Bldg/Flr: 30 /02 Y,%(F77 6-D O dam. LX�12C-GLlr-�1 Column: Est. Cost $: 1,80��5` 0.00 C? Room: pp DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- FPV - 105466 -------------------- ---------------------------------------- FPV - 106226 2 3 FPV - 106263 1,2,3,4,5,6,9,10,11 AND 4A FPV - 106264 1,4,5,6,9,1.0,11,4A FPV - 108916 1 30-2 HVAC DWG. FOR NE QUAD. FPV - 109066 1 FSV - 120 / SK - 704 7426 i/ SINK SK - 704-7427 ✓ COUNTER SK - 704-7428 WINDOW & WALL DETAIL -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ 19795 ---------- ---------- FD -REQ OPEN -------- 4 11/06/97 ------------------------------ MVE670XXXX EPPS-PO furniture MVE670XXXY EPPS-PO rf shield room MVEXXXY EPPS-PO acoustical panels MVE38963927 EPPS-P0. T.V.S.S./Waning MVE38963923 EPPS-PO Panels A-M/Waning MVE6704493 EPPS-PO Air distr. and controls MVE6704492 EPPS-PO Security System, closed area MVE38963913 EPPS-PO 300 KVA Harmonic Transformer/W MVE38963461-0065 EPPS-PO OPEN 11/07/97 7 -Assorted S1 Panels/Waning MVE38963461-0063 EPPS-PO OPEN 11/07/97 Breakers for SB2 Panel/Waning MVE38963461-0064 EPPS-PO OPEN 11/07/97 5-F38H Flush Trims for Shunt T ------------------------------------------=------------------------------------- JUNK FACILITIES ------------------------ OWNER DESCRIPTION ------------------------------ STATUS TICKET # ------------------ -------------------------------------------------------------------------------- T# MW PF EL -- ---- ---- CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT ---- 01 48 --------- ---- ---- 800 ---- ---- ----- -------- -------- -------- 848 39856 70000 50110312 02 40 03 200 40 1880 100 50110312 200 9400 500 0110312 Y,%(F77 6-D O dam. LX�12C-GLlr-�1 f Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 14:32 Report: PR002 ____________________ Page: 2 04 1355 1355 63685 40000 50110312 05 4908 240 590 1380 400 8 7526 353722 332400 50110312 06 2500 500 ` 750 ` onnnn_ 110312 07 3000 3000 141000 95000 50110312 08 1300 1300 61100 79000 50110312 09 500 160 500 200 40 140 8 1548 72756 ,750Q0 50110312 9 ;70 f6,� 10 300 300 14100 1500 50110312 11 0 0 0 50110312 12 160 160 7520 2200050110312 13 16 16 32 1504 6600 50110312 14 ---- ---- 120 ---- ---- ---- ---- ---- 120 5640 6000 50110312 5408 908 6331 606 2380 ---- 440 140 ---- ----- 16 2700 18929 -------- 889663 -------- 818000 -------- --------------- ---------------------------------------------------------------- Approved: Approved: LAVACHE, PETER C Engineering Environmental Date: J/ G Date: / / 6 / 9 I Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 3 -------------------------------------------------------------------------------- Task #: 01 Requester: HURLEY, PATRICK - JCO272400 - x 3958 - pg None -------------------------------------------------------------------------------- Work: HVAC SHEETMETAL INSTALLATION HVAC SHEETMETAL INSTALLATION 1. For HVAC ductwork layout, see dwg. FPV-108916, Iss.2. 2. Fabricate and/or install all ductwork, including elbows, transition pieces, access panels, splitter dampers, volume dampers, Thermafusers (diffusers), return grilles, and Pressure -Independence Modules (PIM's) as shown on HVAC dwg. (FPV-108916, Iss.2). 3. For the installation of Thermafusers, use a bell -mouth fitting and a volume damper at every take -off from the branch ducts. Use hard -duct wherever possible to connect to the Thermafuser neck. 4. For the installation of the PIM's, install in duct where shown on HVAC dwg. and install static pressure probe (included with PIM) down -stream in duct as shown. Connect static pressure probe to PIM with 1/4" pneamatic tubing. (To keep tubing out of the way, run along side and clamp to ductwork.) 5. Re -locate two (2) existing static pressure sensors (VFD control) to new locations shown on HVAC dwg. X. If there are any questions on the HVAC layout or installation, call Pat Hurley at X3958. Doing Org: JCO272300 Task Hours: 848.00 Account: 50110312 ------------------------=------------------------------------------------------- Task #: 02 Requester: HURLEY, PATRICK - JCO272400 - x 3958 - pg None -------------------------------------------------------------------------------- Work : HVAC ELECTRICAL C O/N 7 -e -O LS HVAC ELECTRICAL 1. Install six (6) new temperature sensors in locations shown on HVAC dwg. (FPV-108916, Iss.2). 2. Run temperature sensors to re -located direct digital control field panel (DDCFP). 3. Run two (2) re -located static pressure sensors back to DDCFP. Doing Org: JCO272300 Task Hours: 40.00 Account: 50110312 S r > > Req #: PR9708210016 Report: PRO02 FACILITY REQUISITION 01/06/98 - 07:34 Page: -4 -------------------------------------------------------------------------------- Task #: 03 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None -------------------------------------------------------------------------------= Work: FDREQ# 19795 TELE/DATA REMOVAL Fejr# 970765 Brookstone Tele/Data Removal 1. See drawings FPV-106263 and FPV-106264 sheets 6 for locations and FDreq 19795 for data description. 2. Remove all communications cable from n-1 and n-5 to 201N of u-1 and u-5. Doing Org: JCO272300 Task Hours: 200.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 04 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL / DATA Fejr # 970765 Brookstone Electrical / Data 1. See drawings FPV-106263 and FPV-106264 sheets 6 for locations. 2. Remove cable tray from column to . 3. Install 12"AT&T from column to above the ceiling per FSV-152. Note: Install plastic bottoms, saddles and horns. 4. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 5. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 6. If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JCO272300 Task Hours: 1355.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 05 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL 1. Repair any broken or replace any missing floor tiles within the area bounded by columns N to V between columns 1 to 5 (30-2) to ensure the floor is level, clean and acceptable for installing new carpet squares. Replace linoleum type flooring in areas to be tiled and not carpeted. Req #: PR9708210016 Report: PR002 FACILITY REQUISITION 01/06/98 - 07:34 Page: 5 See item no. 20 for description of areas to be carpeted. 2. Fabricate and install sheetrock walls constructed with steel studding covered with 1/2" sheetrock on each side, seams and screw holes shall be taped and covered with joint compound. All 'walls shall be filled with 3" thick fiberglass insulation for sound attenuation. Wall arrangements shall be in accordance with the layout shown on FPV-106263, sh.1 & FPV-106264, sh.1. Walls will be floor to ceiling height (10-81, except for the walls which make up the hardware lab, software lab and terminal room, located between columns Q to S and 2 & 3 (30-2), which shall be floor to roof for security reasons. All walls shall be braced above the ceiling to the building structure by extending the vertical wall studs above the ceiling and located approximately every 15 feet, or as required to maintain stability especially at doors. 3 4. 5. Where possible Re -use existing doors and frames from demolition of this area for the offices and labs and provide and install new doors and frames to complete the project. All doors shall be 3'X 7' with viewing panel, butts, best locks (less cores), kick -plates and door closers. The door to electrical room near column S-4 (30-2) which shall be 3'-6" wide, also the doors associated with the secured hardware, software, terminal labs shall not have viewing panels and will have special locks and entry system which is explained under a separate task in this work order, contact Don Ficken, x3473 for details. Obtain door for electrical room, located 5'S & 8'E of 0-4 (30-2) from storage room 21-1c10 (21-1). Doors in main aisle leading into the secured area from the south shall be double doors, with panic bars on each side, card access system and possibly co-ordinators and inactive leaf w/ electric strike. Contact Don Ficken, 3473 for questions or details. A summary of type and quantity of locks required for the area are as follows: Four (4) right handed simplex unican model no. LR1022B26D-41 Seven (7) left handed simplex unican model no. LL1022B26D-41 One (1) double sided model no. EE1021/EE1021 26D-41 Forty one (41) best locks (less cores) model no. 93K7AB14CS3626 Four (4) electric card access best model no. 93K7D14CS3626 One (1) electric card access best model no. 93K7N14CS3626 Paint all walls and doors within the area of work, xxxxx. Provide and install light gray vinyl base coving on both sides of all walls. O �, 6. Remove all existing windows on the east wall along column line 1 between column lines N to V (between the second and thir brew/) and prepare frames for new windows. 7 Provide and install new double pane glass windows in place of existing, removed per item above. Fabricate and install sheetrock wall sections below and above the new windows with insulation installed for thermal protection and provide and install oak sill at base of windows, per sketch no. SK -704-7428. Encase columns along the windows in sheetrock, and paint. - /, n. 1 Req #,: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 6 8. Provide and install a new hung ceiling constructed of 2'x 4' tiles with tees, and mains for the area bounded by columns N to V between columns u 1 to 5 (30-2), as shown on FPV-106263,sh.10 & FPV-106264,sh.10. Ceiling height shall be 10'-8" above floor except for ceiling in RF shielded room at Q-5 (30-2), which shall be set to the same height as roof of room n r (10'-2 3/8" above floor level) 9. Fabricate and install 3/4" CA piping to the band saw and sanding station located 7'S & 10'E of Q-5 (30-2). Terminate pipe 3' above floor with a filter, regulator and lubricator and 8' coiled flex hose with air gun J attached per FSV-309,sh1. Provide support bracket on wall for airgun. t All piping shall be in compliance with FSV-300,304,313,314 & 315 and as 0}� shown on FPV-106263, sh.2. All piping shall be painted. Regulator shall be set at 30 psi max. 10. Fabricate and install 3/4" CA piping drop to all bench positions, shown on FPV-106263 & 106264, sh.2. Install piping along and between the benches with a filter,regulator,lubricator set in main line and install branch tees at each bench position. Pipe from each tee to front of bench and install 4' lengths of coiled flex hose with air gun at outlet in accordance with FSV-309, sh.l. All piping shall be in compliance with FSV-300,304,313,314 & 315. All piping shall be painted. Regulators shall be set at 30 psi max. 11. Fabricate and install a smoke hood as detailed on FPV-106263,sh.3A to be mounted on bench top at workbench located 5'S & 3'E of Q-4 (30-2), as shown on FPV-106263,sh.1. 12. Fabricate and install exhaust duct from above mentioned smoke hood up through roof, as shown on FPV-106263, sh.3. Also fabricate and install/3 exhaust duct from two solder positions located 5'N,13'N & 6'W of R-4 v (30-2) to main ductwork from smoke hood as shown on FPV-106263,sh.3 Ductwork shall be fabricated and installed in accordance with FSV-250E. Metal ducts shall be painted. 13. Provide and install four (4) 2" dia. flexible hoses at the ends of each exhaust drop to capture solder smoke at bench level, as shown on FPV-106263, sh.3 & 3A. Note: flex hose shall be rigid enough to hold its position where ever it is placed. If flex hoses are metal, paint a light beige color. 14. Provide and install velocity and I.D. tags for the smoke hood per FSV-250E and attach to hood, push button station and disconnect switch. 15. Fabricate and install a new fan platform for exhaust system no. 8, as shown on FPV-105466 and in accordance with FSV-250E. 16. Relocate the existing buffalo forge fan for exhaust system no. 389 from its existing position on the roof as shown on FPV-106768, sh.2 to the new location for exhaust sys. no.8, as shown on FPV-105466. 17. Provide and install a new 4.25" dia. dodge or equal dual duty taper -lock two (2) grove motor sheave for "B" belts and bushing for 7/8" dia. bore on existing relocated fan. Also provide and install two new "B" belts for 23.125 center to center shaft dimension. i Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 7 18. Remove existing exhaust system no. 389 duct and fan platform. Leave platform roof supports in tact, but coat pitch pockets if they appear �1 to have cracks. 19. Remove all roof mounted fans and platforms and ductwork from all existing exhausts in the area bounded by columns N to V between columns 1 to 5 (30-2). Leave fan platform supports in tack, but coat pitch pockets as required. Remove ductwork from roof penetrations back to its origin and cap the roof sleeves. 20. Provide and install ESD MOONDANCE rug tiles and tile to carpet transition pieces from P. F. Boshar floorcovering sales & service, in the following areas: all aisles all offices storage and library/storage areas conference rooms, including future conference room government security room terminal room cad room photocopier area Everything else will be tiled and coated with statwax to make it esd ,Ay protected. n �" 21. Relocate existing desks, returns, benches, files, etc. from brickstone square complex to the new area. Contact Paul Engley (978)691-3062 for coordination of what furniture will be re -used and where it will go. Furniture which will not be re -used shall be placed in temporary furniture area on M-EZZ." A" K-25 (30-2). NOTE : some equipment to be relocated is classified and will hae to be moved under supervision and placed in transporting truck, doors sealed and escorted to merrimack valley plant and unloaded under supervision. 22. An existing RF shield room will be dismantled and re -assembled under purchase order MVE670xxxx with Ray Proof Co. (978) 388-1963 attn: Norman Pic :e. Coordina�ion be required tO cVOld UiSrLiptiiig each Other. 23. Paint all electrical conduit.���/ 24. Uncrate assemble and install new furniture purchased on MVE670xxxx jin the south end (non -secured area) of the office complex, shown on FPV-106263, sh.1. h 25. Fabricate and install a sink vanity 30" square and 30"H with two doors in front, per SK -704-7426 in the physical design lab located 61S & 71W of Q-4 (30-2). Construct from 3/4" fireproof plywood and cover with beige colored formica. 26. Provide and install two (2) stainless steel sinks approximately 24" X 24" complete with faucet sets and drain screens one for the above mentioned vanity and the other for the counter piece mentioned later in this work task. } 1 r Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 8 27. Fabricate and install 1/2" CW, 1/2" HW, 1 1/2"DN with trap & 1 1/2" V for sink, mentioned above, as shown on FPV-106263, sh.2 and in accordance with FSV-300,304,313,314 & 315. Paint piping. 28. Provide and install an emergency eye wash station with anti -slip floor, warning tape and smock locker all per FSV-316 in physical design lab located 6'S & 4'W of Q-4 (30-2). For continuation of mechanical write-up see task no. 11. Doing Org: JCO272300 Task Hours: 7526.00 . Account: 50110312 ---------------------------------------------------- --------------------------- Task #: 06 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None -------------------------------------------------------------------------------- Work: FDREQ TELE / DATA INSTALL COMMUCATIONS CABLE Doing Org: JCO272300 Task Hours: 2500.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 07 Requester: SANDOE, PAUL - JCO272400 - x 3389 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL - GENERAL Reference Drawings: FPV-106263 sheets 4, 4A, 6 FPV-106264 sheets 4, 4A, 6 FPV-109066 sheet 1 The majority of the following equipment has been pre -analysed and purchased; contact Glenn Waning at X5874 for information regarding what has been pre -purchased. Provide additional materials which has not been pre -purchased for a complete installation. 1. Install 800A feeder from 800A circuit breaker in Control Center 26 on new platform to panel D2S4A in electric room. Electric room is located 12' north of column S4, building 30-2. See Platform task work included in this FEJR. Refer to drawing FPV 109066, sheet 1, for feeder information. 2. Install panelboards L2S4 and P2S4A in electric room as shown on plan. Install respective feeders from panel D2S4A to panels L2S4 and P2S4A as shown. 3. Install one 300KVA transformer (480v primary - 208/120v secondary) in electric room as shown. Door dimensions and transformer dimensions are very close. Coordinate installation of transformer with wall and door construction. Install panel D2S4B as shown. Install primary and secondary feeders between panel D2S4A, transformer and D2S4B as shown. 4. Install one transient voltage suppression device (TVSS) adjacent to panel D2S4B. Provide wiring as shown between TVSS and panel, connecting directly to bus of panel. Keep distance between TVSS and panel to a minimum. Only bond Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 9 equipment ground bus in panel to ground terminal inside TVSS. Neutral, equipment ground and isolated ground must only be bonded together at secondary side of transformer so as not to void warranty of TVSS. 5. Install the following panels with their respective feeder from panel D2S4B as shown: P2S4, P2S4B, P2S4C, P2R3A, P2R3B, P2Q4, P2S2, P2R4, P2V4, P2U4, P2O4A Panels shall be configured as shown on sheets 4A. 6. Install shunt trip push buttons and wiring as shown to main circuit breaker in each of the following panels: P2S4, P2U4, P2V4, P2R4, P2Q4, P2S2, P2R3A, P2R3B 7. Install appropriate FAC tag to each of the above panels and to 300KVA transformer. See sheet 4A for panel information and FAC tag. 8. Disconnect electrical power to existing buffalo forge fan for exhaust system #389. Relocate existing motor starter and push button stations to new locations. Starter shall be located in new electric room north of column S-4, 30-2. Provide new motor starter if existing starter is not functional. Provide wiring from panel P2S4A via motor starter and pushbuttons up to new position of exhaust fan (system #8). 9. Install power as shown to PIM units (6 total) which are being installed under HVAC portion of this FEJR. 10. Install 4" x 4" wireway above ceiling along main corridors of area as shown on plan. Wireway shall have hinged cover. Provide conduits as shown from wireway to respective panel. (Panel P2S4C for north end, panel P2O4A for south end.) 11. Install wiremold as shown on plan around perimeters of offices and conference room in north end of area, mounted 36" AFF unless noted otherwise. Install outlets in wiremold as shown. Install branch circuit wiring from Panel P2S4C via wireway to wiremold in offices, routing concealed above ceiling and within walls wherever possible. 12. Install outlets in copier area in wiremold (mounted 12" AFF) and connect to Panel P2S4C as indicated. Xerox outlet shall be NEMA 5-30R; reconfigure existing cord and cap arrangement on existing Xerox machine to NEMA 5-30P. 13. In offices in south end of area, install outlets recessed flush in wall as shown on plan. Provide flush -mounted junction box with flexible connection to electrified furniture in each office as shown. Coordinate exact location for connection to furniture prior to roughing. Install branch circuit wiring from Panel P2O4A via wireway to outlets in offices, routing concealed above.ceiling and within walls wherever possible. 14. Install general purpose outlets along corridors with branch circuiting via wireway as shown. 15. Install wiremold and outlets in all Labs as shown, including branch ft Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 10 circuit wiring. In Physical Design Lab, install wiremold and outlets as above, noting special outlets required for Oven and Drill Press. 16. Install two telepoles with outlets as shown in Network Lab, with branch circuit wiring to panel P2U4. 17. Assist in relocation and reconnection of Tempest shielded test chamber; existing Tempest 60A, 240/120V, 1 phase, panelboard shall be reconnected via new 60A -2P circuit breaker in panel P2S4B and new 60A -2P disconnect switch. Provide FAC tag on disconnect switch as per factory standards. Reconnect existing devices and equipment within Tempest shielded test chamber to existing 60A panelboard. 18. Install 120v, 20A circuit to Security Panel (see Don Ficken for panel) in Software Lab. 19. Install one floor poke-thru device approximately 16' north and 14' east of column P2, 30-2. Device shall be Walker RC2001-I-20A and shall be connected to panel indicated on plan. 20. Install duplex outlets in Multi-purpose room, with branch circuit wiring as shown. 21. Install wiring to Motorized projection screen and switch in conference room located 10' north of column P-3, 30-2. 22. Provide and install ESD as per building standards to ESD rug tiles within area of work. FIRE ALARM WORK: Prior to working on Fire Alarm System, contact building Security before disabling devices to inform them which circuits and devices will be affected. 23. Disconnect and remove existing fire alarm devices within area of work that are not form a part of final fire alarm layout. Refer to sheets 6 for final device layout. Wiring shall not be spliced or wired via junction boxes; remove existing wiring back to last device on circuit. 24. Provide and install new fire alarm devices as shown on sheet 6's. Relocate existing end -of -line resistor and horn on circuit 9 presently located at column Q5, 30-2 to new location on same wall 20' south. Provide wiring for circuit 9 between all other fire alarm devices in area as shown on plan to existing cable tray at column V3, 30-2. Relocate end -of -line resistor at device in main corridor near column V2, 30-2 to new fire alarm device in Tempest Lab near column T5, 30-2. Provide new wiring for fire alarm devices on circuit 12 as shown on plan, connecting back to existing device in main corridor at column V3, 30-2. 25. Update Fire Alarm schedules presently being held by Wally World at X4625, including all information regarding circuit and speaker number, wattage, location, quantity, and area description. Check all totals at bottom of schedule and balance loads evenly across amplifiers. 25. After completion of work, contact Fire Alarm vendor for reprogramming of new addresses. Fire Alarm System must be left in a complete and operational G • t k ;I Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PRO02____________________ Page: 11 condition before job will be approved by Facility Inspection. Doing Org: JCO272300 Task Hours: 3000.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 08 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL - LIGHTING FEJR 970765 BRICKSTONE ELECTRICAL INSTALLATION ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-106263 106264 sheets 9 and 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1. COORDINATE THE DISCONNECTION AND REMOVAL OF THE EXISTING LIGHTING SYSTEMS FOR THE AREA. DISCONNECT AND REMOVE LIGHTING BRANCH CIRCUITING BACK TO THEIR ORIGINATION. CLEAN AREA OF ALL OLD LIGHTING BUS SYSTEM. 2. COORDINATE SPRINKLER LOCATIONS FOR COORDINATION WITH B.BROBST X2566. 3. PROVIDE AND INSTALL NEW LIGHTING BRANCH CIRCUITING UTILIZING MC CABLE THROUGHOUT THE AREA. KEEP MC CABLE OF THE CEILING AND INSTALL IT IN A NEAT AND WORKMANLIKE MANNER. USE CADDY CLIPS OR EQUAL. 4. PROVIDE AND INSTALL NEW LIGHTING SYSTEM AND SWITCHES AS SHOWN ON DWG P- V-106263 AND 264 sht 9. PROVIDE AND INSTALL SWITCHES IN THE WALLS BY THE DOORS RECESSED INTO THE WALL. MC CABLE SHALL BE PROVIDE IN THE WALLS FOR WIRING OF SWITCHES. SUPPORT ALL FIXTURE TO STRUCTURE PER MASS STATE CODE. PROVIDE AND INSTALL LED EXIT SIGNS AS SHOWN ON DRAWINGS. EXTEND EMERGENCY CIRCUITING TO THEM AS REQUIRED. SUPPORT THE EXIT SIGNS TO STRUCTURE. PROVIDE AND INSTALL EMERGENCY STICKERS ON EMERGENCY FIXTURES. DO NOT PLACE STICKERS IN REFLECTORS OF THE FIXTURES. COORDINATE WITH J. GALANTE AS REQUIRED. 5. PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 6. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 7. PROVIDE AS -BUILT DRAWINGS FOR THIS AREA. SUBMIT AS -BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JCO272300 Task Hours: 1300.00 Account: 50110312 6 . t v Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PRO02 Page: 12 -------------------------------------------------------------------------------- Task #: 09 Requester:.MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None -------------------------------------------------------------------------------- ,n or k ELECTR',CAL``_ LATFORM labor and material for platform will be done n FEJR 970962 Doing Org: JCO272300 Task Hours: 1548.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 10 Requester: BROBST, ROBERT - JCO2EO600 - x 2566 - pg 0678 -------------------------------------------------------------------------------- Work: FIRE PROTECTION FIRE PROTECTION 1) Refer to Handbook 328 Section B and drawings FPV-106264 sheets 11 and 11a and FPV-106263 sheets 11 and 11a for required piping and sprinkler head adjustments and additions. 2) Refer to Demolition Drawing FPV-108752 Sheet No. 2 of 2 for any concerns regarding demolition in this design area. Doing Org: JCO272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 11 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL CONTINUED 29. Fabricate and install 1".CW line to the above mentioned emergency eye wash station, as shown on FPV-106263, sh.2 and in accordance with FSV-300,304, 313,314 & 315. 30. Fabricate a counter 16'-0" L X 2'-6" D X 36" H with a 27" X 35" cut-out for ref. under, two (2) sets of 18" W doors,two (2) sets of 15" W drawers three (3) high with bottom drawer to be double depth and a 24" X 24" stainless steel sink, per sketch SK -704-7427, Construct from 1 1/8" thick plywood and cover with beige colored formica. Install counter in aisle cut-out located 13'N & 91W of Q-3 (30-2),as shown on FPV-106263,sh.1 31. Fabricate and install 1/2" CW, 1/2" HW, 1 1/2" DN, with trap & 1 1/2" V for sink, mentioned above for the counter piece, as shown on FPV-106263, sh.2 and in accordance with FSV-300,304,313,314 & 315. Paint piping. 32. Provide signs 12"W x 8"H with 1"H lettering for the two (2) sinks. install signs above each sink The text of each sign shall be as follows: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx i ra ,� � r• iR :Z M Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002____________________ Page: 13 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 33. Cover all windows, along the column 5 line, with masonite and paint to match walls. Lock all door access's along this wall. Provide signs 12"W x 8"H with 1"H lettering for each access and install on the aisle side of the doors. Each sign shall state: "NOT AN ENTRANCE' For continuation of mechanical write-up see task no.11. 34. Provide and install a refrigerator under the countertop. Refrigerator shall be McMaster -Carr model no. 4551T51 or equal. 35. Provide and install new venetian blinds for new windows along the column line 1. Color shall be beige. 36. Obtain fire extinguishers from Dick Shaughnessy, X2200 & install at ends of area, as shown on FPV-106263,sh.1 & FPV-106264,sh.1. 37. Provide and install a microwave oven. Suggested supplier and type as follows: Eastern Video Systems, Inc. 2 Sterling road Billerica, MA 01862 (978)667-0009 * Full size Panasonic microwave oven Genius model no. NN-S787WA (approximate cost $220.00) 38. Provide and install a ceiling mounted projector screen and paper pad easel in the conference room near Q-3 (30-2), as shown on FPV-106263,sh.1. Suggested supplier and type as follows: Major Theatre Equipment Corp. 28 Piedmont Street Boston, MA 02116 (617) 542-0445 A. Projection screen: DA -LITE boardroom electrol automatic electric projection screen, size 70" X 70" with glass bead viewing surface and three position control switch in box with cover plate. (approximate cost -$1500.00) B. EASEL DA -LITE oravisual paper pad easel, model no. A502 in misty beige. (approximate cost -$100.00) 39. Contact Bill Condon, X2864 to obtain TV/VCR and 24" x 36" table to be installed in conference room mentioned above. 40. Uncrate and install the acoustical panels, purchased on MVE670xxxx, around the walls surrounding the photocopier machine located at col. U, between columns 1 & 2, as shown on FPV-106264, sh.l. NOTE: These panels Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PRO02____________________ Page: 14 shall be installed 14" up from the floor to make room for electrical strip which is being mounted 12" from floor. Doing Org: JCO272300 Task Hours: 0.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 12 Requester: FICKEN, DONALD - JCO272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: RADIATION HEATING Install 7 zone valves and circuit setters, one per column bay, in existing fin -tube radiation piping. Reconnect feed at col. N/2 where it had been dis- connected for previous clean room construction. Disconnect T -U bay from system across the corridor northward and re -connect it to this area at the S -bay. Doing Org: JCO272300 Task Hours: 160.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 13 Requester: FICKEN, DONALD - JCO272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: CLOSED AREA SECURITY Doing Org: JCO272300 Task Hours: 32.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 14 Requester: FICKEN, DONALD - JCO272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: CARD ACCESS SYSTEM 0 Doing Org: JCO272300 Task Hours: 120.00 Account: 50110312 WHITE: Applicant CANARY: Building Dept. PINK: Treasurer .................................. Date- �No Q VkORTH TOWN OF NORTH ANDOVER 0 0 PERMIT FOR WIRING S CHUS 41 Thiscertifies that ........................................... .............................................. ,e h -as permission to perform ............ `Z .......................... ......................... wirmg in the building of ......................................................................... at .................................. North Andover, Mass. .................................... Fee _z . ................. ...... .. ..... ..... ....... Lic. No.'�..�.: . . . ................. ................ ELEc rR ICAL INSP ECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer 3. I_ 1, ,l ! (..: L U I I 111 L U I l l l; L t1 l L! l UI. 11 J u --u LA c u_, L., i . Department of )'t,hlic Sakiv I 167) UOAIID OF FUZE PIlEVE1111011 IILGUUMONl; S27 Chill I )U �, APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK NI .wtk to bt "t►onnad In accotdu.ce until lilt MAwchwetu EJteutul Codt. S27 CMII 11:00 (L'LLLL l'1U1iT III INK OR Til'H ALL ;L111:01111A17A11) Date March 15, 2000 CiCf or -Town o: North Andover To the Lister -cwt: of Wires: the undersigned applies for a permit to perfotra the clectrieal Work des�F b 4 below. 1.oraciot► (Street & dumber) Intersection of Lucent North Drive and bbOsgood Street (Rte 125) Owner or Tenant Massachusetts Highway Department (District # 4 Office) owner's Address 519 Appleton Street, Arlington, MA 02174 Is this permit in conjunction uLth a building permit: Yes ❑ Ito ❑ (Check Appropriate Box) 001981 Purpose of Building N/A Utility Authorization 110. Existing Service Anps / Vohs Overhead (❑ Undvd ❑ Iio. of 1leters r Ilev S4-vic❑ 100 Ar24 ps 120 / 0 Volts i Overhead _I Undgrtfo Ito. of Meters 1 Ilumber of Feeders and AmpacLty 1 LOCatlott and Ilature of Proposed Electri"I Work Traffic Signalization of Intersection Ilo. of Lighting Outlets I Ila. cif Ilot Tubs IIto. of Transformers Total T•V A Ila. of Lighting FixturesI 0 1 [I Swltmaing 1'001 Rrt►d, Above ❑ L thrid. I Generators ICVA Ila. of -M--ceptacle Outletstlo. of Oil Burners IIlo. of Emergency Lighting Battery Units Ila. of SwLtch Outlets Ilio. of Gas Burners IF11lE At.A1t11S Ilo. of Zanes i No. of Detection and No. of lunges I Ilo. of Alr Cond. C"; Initiating Devices Ito. of Disposals1110. of heat T"S Total Ilo. of Sounding Devices lto. of Ilisl►wasl►ers I Space/Arca Ileatit►g KW Iio. of Self Contait►ed �— Deteccion/Sountling Devices 11641. of Dryers I heating Devices KU _ Local l❑ ConnectioIkinicipal n❑0ttter Ia. of hater heaters 1GJ Ito• of ito. ozLow I Stuns Ballasts Voltage I11trtne_ Ilo. llvdra Hassage Tubs Illo. of Motors Total IIP I 111SUlWICE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I love a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YESax 110 0 I have submitted valid proof of same to this office. MQ 110 (] If you have checked YES, please indicate the type of coverage by checking the appropr ate box. IIISUIWICE Ix BOND ❑ UIIIER 1J (Please Specify) Certificate Attached pLration uate� Estimated Value of Electrical Work S $11000.00_ Will Call Will Call Work to Start 3 20/00 Inspection Date Requested, Rough Final Stgneu under the penalties o[ perjury, Fliut IINLr_ Coviello Electric & General Contracting Co. , Inc. LIC. 110.(A) A9947 � _ Licensee Sergio Coviello, Pres. Sigttacure �/� Z,��res. LIC. 110.(1=)A9947 Address 101 Hicks Avenue, Medford, ,MA in(02155 )B . lel. t1o.781-391-4050 Att. Tel.- tlo781-3 5-4416 OWNER'S I11SUp-DICE WAIVER: L am aware tivat tl►e Licensee does not have tl►e insurance coverage or its suu- stantial equivalent as required by ttassachuseets General vs, and tttst my signature on this permit S valves tttls requtremenc. Owner AgenC (Please ct►ectt one) I , ereni..f Pec• Telephone No. RecelnC _. .. ... ..r t—Pr — A,, .,,r i 2- Date.'�-- I No ................................ &ORTH 0.1 TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING CHUS This certifies that ... ................... �-/ ............. .................................. has permission to ........................ wiring in the building of . ......................................................... North Andover, Mass. ........... . .. ........... Lic. No-.-/.:� .. . ........... ... ...... d ..................................... ELECTRICAL INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK: Treasurer - ,l lIC: 1�U11111tUllLL'(.UlLll tJ1. 1��u_,_,uu�iu_,uL�'+•-1, �-/ I Dcpartrncrtt of Public Safety � !JoAnn OF FIRE PREVc1111011 IlE000T1011�'- S27 01,111 1---0 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK NI .wck to b� pcnatnud In accotduue ..atlt the M►WehU{elu Eleetnul Cole. S27 Cblll 12:00 (1'LLl Sr1. 1'ILLUT DI UIK Oit. Z -1'E- ALL 11F01UiA1a010 Date March 15, 2000 Carry' or -Town of North Andover To the Ltspector of Wires: IJte undersigned applies for a permit: to perform the electrical work describbed below. Location (Street b Number) Intersection of Lucent South Drive aA Osgood Street (Rte 125) owner or Tenanc Massachusetts Highway Department (District 9 4 Office) owner's Address 519 Appleton Street, Arlington, MA 02174 Is this permit in conjunction with a building permit: Yes ❑ Ito ❑ (Check Appropriate Box) 001980 Purpose of Building N/A Utilirr Authorization 110. Existing Service Anps ! Volts Overhead ❑ Und$rd ❑ Ito. of deters lie- Service 100 Arps 120 1 240 Volts Overhead ❑ Undgrd-O llo. of deters I (lumber of Feeders and Ampaciry Location and Mature of Proposed Electrical Work Traffic Signalization of Intersection Ito. of Lighting Outlets I Ito. of Ilat Tubs Ilio. of Transformers total gV A p. of Lighting Fixtures �Swlmming Pool Above ❑ to -r [II Rr-rtd. Qrnd, Generators SVA of Emergency Lighting Ito. of •lt�ceptacle OutletsIto. of OLl Burners (Ila. Battery Units Ito. of Switch Outlets Ilio. of Gas Burners (FIRE ALMULS Ito. of Zones Ito. of Ranges "Total Ila. of Detection and K Ilia. of Air Cond. tons Initiatitlg Devices Ila. of Disposals Ilia. of iumns Tons heat loons Total Ito. of Sounding Devices � 1CtJ Ito. of Dishwashers IS ace/Arca heating KW Ila. Self Contained d P Uetec ltuitlg [iolt/SouDevices (� Municipal 4111o. of Dryers (heating Devices 100 Local[] Connection❑Other lio, of iso. of Low Voltage tlo. of Nater heaters K� I SI¢ns Ballasts !urine Ito. Ilvdra Hassage Tubs (Ito. of Bators Total lip I OILIER : 11lsURAtICE COVERAGE: Pursuant to the requiretnenes of Massachusetts General Laws I Tuve a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YESax 110 ❑ I have submitted valid proof of same to this office. ME1 110 (] If you have checked YES, please indicate the type of coverage by checking ttte appropr ate box. 111SURAhCE Q Bullu ❑ OIUE11 ❑ (Please Specify) Certificate Attached pirac>.on uate) Estimated Value of Electrical Work S 1,000.00 Will Call Will Call Work to Start3/20/00 Inspection Date Requested: Rough Final Signeu under the penalties oc perjury: 17111111 1intr Coviello Electric & General Contracting Co.. Inc. LIC. 110.(A) A9947 Licensee Sergio Coviello, Pres. Sigtucure ,(Pres. LIC. 110.(1=)A9947 Address 101 Hicks Avenue, Medford, MA zin(0215 Bus. Icl. tio.781-391-405U Alt. Tel.• I1o781-395-4416 ovnlER'S illsuLAtiCE WAIVER: I am aware Hutt the Licensee does not have tite insurance coverage or its suu- stantial equivalent as required by tiasaachuseees General "ws, anditut my signature ort this permit application waives this requirement. owner Agent (Please cnecK one) lie rlait Fee: Telephone Ito. IleCe f nt : 11— o[ t/wtter or AeenU -,liijjjjjWN2 Date ..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING J- ko PIC � 10 (() - Thiscertifies that ...... . ........................... .............................................. has permission to perform /Vl 6( ( Al - Pcf? oq , t ............................................................................... L—LA ( -v ': �- T -cc �N wiringin the building of ................................................................................... f,� S-1 0 () C, � at ......... . ................... j ........................................ 4 North Andover Mass ".7 ... Lic. No. A ....... .................. ................................. ........... LECTRICAL INSPECTOR 0 JY, -7 vo WHITE: Applicant CANARY: Building Dept. PINK: Treasurer up qr uummonwranq or maimaqufurm Office Use Only %S/ Department of Public Safety Permit No. BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy b Fre Checked ' 3190 (leave blank) Ir APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 517 CMR 11:00 Ziz�f(PLEASE PRINT IN INK OR TYPE ALL INFORMATIION) Dat ��� City or Town of /VU • 1 Gr U� �r To the Inspector of Wires) The undersigned• applies for a permit to perform the electrical work described below. Location (Street & Number) �CL�/GGC� / Owner or Tenant L c' c e vi _ t �c ii( n d (C C. E j Owner's Address --) 4 viz Is this permit in conjunction with a building permit: Yes U No [A (Check Appropriate Box) t�/ � Purpose of Building afrl !erCrM1't 'J /;r" fi ir -,x000 Utility Authorization No. Existing Service Amps / Volts . Overhead ❑ Undgrd ❑ No. of Meters _ New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters ni, ^bei of Feeders and Ampacity 'Lucation and Nature of Proposed Electrical Work OTHER INSURANCE COVERAGE: Pursuant to the requirements of Massachusttes General Laws I have a currenl Ltabilrri Insurance Policy including Completed Operations Coverage or Its substantial equivalent. YES O NO O 1 have submitted valid proof ut >Jme to this ulhcc. YES U NO IJ It you have Lhecked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE ❑50-NOas BO O l_J OTHER[ (Please Specify) (Expiration Date) Estimated Value of Electrical Work S Work to Stan Inspection Date Requested: Rough Firul }tgned under the penalties of perjury' FIRM NAME J -Oh 1 nrteCG • LIC. NO. A 7- 33' Licenser Signature LIC. NO. Address �70 Sidoe y Sfi �wrhf jc%it MOSS U213c/ Bus. Tel. No. 617-S`/7- 771/c/ Alt. Tel. No. i ;'. L is CNt %- A,% i-- : am ,;..are •^at ine Licence does not lure the insurance coverage or Its substantial equivalent asrequired by hlassacnusem .'•J. ..n. ,n.1 :"J: . •-J:,;•t' •••� :^ a••mA aUCl,i anon '.*Jn C1 :his fe'q JIf MIM( Owner Agent (Please Check onel f4 -d . L TOTAL No. of Lighting Outlets No. of Hot Tubs No. of Transformers KVA A ve In - ❑ ❑ No. of Lighting Fixtures Swimming Pool rnd. rnd. Generators KVA No. of Emergency Lighting No. of Receotacle Outlets No. of Oil Burners Ba"ery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No. of Sounding. Devices Total No. of Ranacs No. of Air Conditioner Tonn eat on oa No. of Disposals No. Pumps Tons KW of No. of Self Contained DetectiorvSounding Devices N.rj pf Dishwashers space/Area Heating KW j�}' Municipal ❑Other R No of Orvers Heating Devices KW LocaILJ Connection No. of No. o Low Voltage No of Water Heateri KW SiRns Ballasts Wiring Vo Hydro Massage Tubs No. of Motors Total HP OTHER INSURANCE COVERAGE: Pursuant to the requirements of Massachusttes General Laws I have a currenl Ltabilrri Insurance Policy including Completed Operations Coverage or Its substantial equivalent. YES O NO O 1 have submitted valid proof ut >Jme to this ulhcc. YES U NO IJ It you have Lhecked YES. please indicate the type of coverage by checking the appropriate box. INSURANCE ❑50-NOas BO O l_J OTHER[ (Please Specify) (Expiration Date) Estimated Value of Electrical Work S Work to Stan Inspection Date Requested: Rough Firul }tgned under the penalties of perjury' FIRM NAME J -Oh 1 nrteCG • LIC. NO. A 7- 33' Licenser Signature LIC. NO. Address �70 Sidoe y Sfi �wrhf jc%it MOSS U213c/ Bus. Tel. No. 617-S`/7- 771/c/ Alt. Tel. No. i ;'. L is CNt %- A,% i-- : am ,;..are •^at ine Licence does not lure the insurance coverage or Its substantial equivalent asrequired by hlassacnusem .'•J. ..n. ,n.1 :"J: . •-J:,;•t' •••� :^ a••mA aUCl,i anon '.*Jn C1 :his fe'q JIf MIM( Owner Agent (Please Check onel f4 -d . L Location S7��'L- No. Date ,AORTol TOWN OF NORTH ANDOVER "'Go'. + Certificate of occupancy $ it Fee $ 6-478— Building/Frame Perm Foundation Permit Fee $ CHUS Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ L-4- 122 VIU9913:3G TOTAL $ Building Inspector 6,478.00 PAID Div. Public Works 0-ocation No. Date "O*T#1 TOWN OF NORTH ANDOVER 40 $ Certificate of Occupancy Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector Div. 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SOH O r h m W p r C y=... •�• •H � d� a r h Z CO C2. Q CIO a O� H O = F- A z = a o.,- cc > O ix I III z 0 z 0 U Cn r-� P-1 CD I Ci L O v z CL. cm CDCD O._ y O O IE m m o -0 CD O t > C O v CDci o d Oca a =Cc � C3 'p C W z Oca rIn O C Q� CA X15& Rc`(�`IS10N LU Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02____________________ Page: 1 FEJR #: 980549 Const Org: CONTRACTR MACCS Charge #: S990003 Change #: 1 Req Status: CONSTRUCTN Req Type: PLANT -REQ Wanted: Title: Relocate ATM to Bldg.48 Entered By: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 Date: 10/21/98 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 Auth: JJ1272400 Engineer: ROBERTS, CLINTON - JJ 00 4 - 2 Chgd: JJ1272400 MUM Proj Code: OLS1 T ldg/Flr: 48 /01 LU Column: B-02 Est. Cost $: 6670/_ Room: ------------------f----f----------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- 222 - 1073-105 1 Foundation Plan 222 - 1073-116 1 Roof Framing Chem. Storage Bldg. Ext. 222 - 1073-317 1 Floor Plan & Elevations 222 - 1073-318 1 Roof Plan,Sections 222 - 1073-319 1 Sections & Details 222 - 1073-344 1 Floor Plan and Details 222 - 1073-346 1 Bldg. sections & wall sections 222 - 1073-347 1 Roof Plan & Details 222 - 1073-560 1 Office Piping & Ductwork 222 - 1073-561 1 222 - 1073-562 1 222 - 1073-563 1 FPV - 106004 6 FPV - 106010 6 FPV - 106016 6 FPV - 106097 6 FPV - 106150 95,96,97 Overhead sprinkler system FPV - 106202 6 FPV - 106208 6 FPV - 106214 6 FPV - 106220 6 FPV - 109119 1,2,4,4A,6,9,10,11A r n FPV - 109120 1,2,4,4A,6,9,10,11A FSV - 100 DAM !� FSV - 105 S ?i FSV - 111 A OCT 2 9 199 FSV - 118 S FSV - 120 0 FSV - 151 1 TO 4 FSV - 152 1T04 FSV - 153 A FSV - 256 1,2 & 3 Procedure for cutting holes in roof FSV - 272 1 Removing/Resealing Bldg. 30 Roof Penetr. FSV - 300 ALL FSV - 302 ALL FSV - 304 ALL FSV - 309 3 -�ZE�Z � J Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ____________________ Page: 2 FSV - 313 ALL FSV - 314 ALL SK - 704-4570 1 Skylight Protection Handrail SK - 704-7508 1 TO 14 Structural items for reloc. ATM to Bldg. SK - 704-7510 1 Site plan Trestle extension -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ 980576 ---------- FEJR ---------- -------- ------------------------------ 25614 FD -REQ MVE38965150 EPPS-PO OPEN 10/06/98 MVE38965180 EPPS-PO CLOSED 10/08/98 MVE38963465-0199 EPPS-PO OPEN 10/06/98 MVE38965019-0004 EPPS-PO OPEN 10/12/98 MVE38965183 EPPS-PO /air unit MVE38965211 EPPS-PO /door parts MVE EPPS-PO 3x7 door=parker 10/13 MVE38964989 EPPS-PO moomdance=boshar MVE38965195 EPPS-PO exit light order MVE38965186 EPPS-PO 105 8ft. fixtures MVE38965201 EPPS-PO ceiling tiles=cheviot MVE38965203 EPPS-PO doubletier locker=rand MVE EPPS-PO 4x8xl/2 sheetrock=harvey 10/13 MVE38965197 EPPS-PO Rite-hite door=frommelt MVE38965001 EPPS-PO Liebert 10KVA UPS/Waning MVE38964988 EPPS-PO moondance(5 items)=boshar MVE38965200 EPPS-PO = &2 ceiling tiles=cheviot MVE38964992 EPPS-PO (10 benches)(12 acces.)=matrix MVE38965181 EPPS-PO =filter/lubricator/regulater=w MVE38965138 EPPS-PO OPEN 09/28/98 telepole brkt=matrix 9/22 MVE38963461-0119 EPPS-PO 18 Ckt.Panel,l-BL3P/60A Breake -------------------------------------------------------------------------------- JUNK FACILITIES ------------------------ OWNER DESCRIPTION ------------------------------ STATUS TICKET # ------------------ -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- 01 280 ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 280 16800 6700 50110312 02 468 120 588 35280 33400 50110312 03 16 168 400 32 616 28952 6000 50110312 04 56 8 64 3008 500 50110312 05 80 80 4800 34000 50110312 06 0 0 1000 50110312 07 380 380 22800 13500 50110312 08 650 650 30550 15700 50110312 09 150 150 9000 5000 50110312 10 64 64 3008 200 50110312 11 836 24 64 88 1012 60720 17630 50110312 12 450 450 21150 5000 50110312 13 250 40 290 13630 3100 50110312 14 250 250 11750 400 50110312 15 1380 40 1420 85200 80500 50110312 Req V PR9808040035 FACILITY REQUISITION Report: PR002 10/29/98 - 11:51 Page: 3 16 40 40 1880 500 50110312 17 0 0 0 50110312 18 0 0 0 50110312 19 0 0 0 50110312 20 240 240 14400 0 50110312 ---- ---- ---- ---- ---- ---- ---- ---- 1696 448 3424 24 400 296 96 ---- ----- -------- 0 190 6574 362928 -------- 223130 -------- Approved: LAVACHE, PETER C Engineering Date: Approved: Environmental Date: _// I Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002____________________ Page: 4 -------------------------------------------------------------------------------- Task #: 01 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- Work: MECHANICAL -SERVICE PIPING MECHANICAL- PIPING (SEE MECHANICAL TASK 19) 1. Fabricate and install copper piping for Nitrogen and Compressed Air as indicated on Dwgs. FPV-109119 Sht.2 and FPV-109120 Sht.2. Use Apollo Ball Valves w/ S.S. ball and stem, Type L copper pipe and wrought copper fittings. NOTES: A.) For the Nitrogen system use Silver Solder on all joints and purge per factory standards. B.) For the Compressed Air system use Silver Brite Solder on all joints. C.) Follow FSV's 300,302,304,313 and 314 for construction standards. D.) Co-ordinate exact elevations and locations with the electrical and data work. 2. Install Air Dryer system Mach. xxx-xx currently stored in Bldg. 48 to the new Bldg. 48 janitor's closet. Connect to compressed air piping system reducing as neccessary. Route Dryer blowoff line to corner of relocated slop sink. 3. Install 1/2" Horizontal branch with block valve from city water header in main aisle near Col.C3 to a point over position 80. Run 1/2" vert. down and reduce to 1/4" tubing and connect to Bunn Coffee maker at position 80. 4. Install One Bio -switch Auto-matic Switchover System and two regulator assemblies at position 65. Note: that the elevation and mounting method will be determined after receiving the units from vendor. 5. Locate compressed air filter/regulator/lubricator assemblies ordered on PO I-IVE38965181 and store in Bldg.48 with the new IAC benches. SEE TASK 5, Item 2. 6. Connnect all bench position's to compressed air system via tele -pole, except position's 23,24, and 25. 7. Install a 30 PSI max. Factory preset pressure regulator, all neccessary piping, quick disconnect, 1/4" flex line and blow gun at position's 3,7, and 27. Connect to Nitrogen system above. Connect Nitrogen Cabinets at position 57 to nitrogen supply system See FSV's 300,302,304,313,and 314. Doing Org: JJ1272300 Task Hours: 280.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 02 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- Req #: PR9808040035 FACILITY REQUISITION Report: PR002 Work: MECHANICAL-FLOORING/INTERIOR WALLS MECHANICAL - FLOORING/INTERIOR WALLS (SEE MECHANICAL TASK 19) 1 10/29/98 - 11:51 Page: 5 1. Fabricate metal stud and sheetrock wall (1/2" sheetrock both sides) located between Col's. B3 and B4 running east -west. Install additional framing to support "RITE-HITE" Protecdor high speed overhead door. Note: See Structural section of this work order for additional framing. 2. Install "RITE-HITE" Protecdor high speed overhead door in new wall (Item 1) per manufacturers instructions. After installation final adjustment to be done vendor representative. 3. Install a new 3'-0 x 7'-0 door w/half glass. Include knock -down frame, door closer, kick plates, hinges, and ADA approved lever type lockset less core. Door, frame, and all hardware to comply with Factory Standard FSV-286. Note: This door to be installed in new wall see Item 1. 4. Install 6'-0"w x 4'-0"h LEXAN window and trim with wood. Bottom of window to be 42" from finished floor. Locate as indicated on FPV-109119 Sht.1. Window to installed in new wall, see Item 1. 5. Install metal stud and sheetrock walls over exterior walls between Col's. K2A-3B and L2A-3B. Insulate these walls with fiberglass insulation with the vapor barrier towards the interior space. Leave an air space between exterior wall and new insulation. Install new 2'x 4' ceiling grid and tiles in the same area. Field Determine Elev. See FPV-109120 Sht.10. 6. Install 2'-0 x 4'-0 ceiling grids and tiles in new bathrooms, supervisor's office and janitor's closet. Match existing elev. See FPV-109119 Sht.10. 7. PAINTING Prep and paint all new sheetrock walls. COLOR: Almost Beige. Clean and paint all existing masonary walls after opening modifications. COLOR: Almost beige. Note: See Structural Section of work order for wall modifications. Paint all man doors (New and Existing) to match walls. Paint window trim to match walls. 8. FLOORING Install ESD carpet tiles in the following area's: The supervisors office in the southeast corner of Bldg.48. The shop floor area between Col's. B -E1 and B -E3. The engineer's office area between Col's. K-L3B and K-L2A. COLOR: Moon dance Install VCT floor tiles in all other areas, except the shipping queue between Col's. A -B3 and A -B4. COLOR: White Clean and Prep all floors as neccessary prior to installation. 9. Install 12-0" long piperail along aisle as indicated on FPV-109119 Sht.1 Per FSV-407. Prep and paint SAFETY YELLOW. 10. Install Fire Extiguishers per FSV-404 , Contact Alex Vannet at x4343 for locations. Obtain fire extinguishers from the security department. Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02____________________ Page: 6 Doing Org: JJ1272300 Task Hours: 588.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 03 Requester: FICKEN, DONALD - JJ1272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: MECHANICAL -HVAC 1) Duct insulation repair: Strip adhesive strips which are falling off of the duct insulation board on ducts northward of the fire door on the F/G line. Replace with foil -faced adhesive strips. Repaint entire duct where work is done. 2) Mount wall heaters in both men's and women's bathrooms where shown. Frame wall to provide flush mounting, and co-ordinate with electrician.for feeder. 3) Mount seven electric 4 -ft. baseboard heaters where shown on plans, at 6" above floor. Locate thermostats where shown. 4) Remove existing roof fans formerly labeled 48-1, -2, and -3. Cap the sleeve and caulk watertight. Remove all connected ductwork. 5) Relocate existing electric unit heater at the loading dock to clear construction of the new toilet rooms. 6) Remove part of ductwork connected to rooftop AC unit exhaust fan F-3, including the 22x8 southward trunk and connected branches, and branches which are connected to the northward 30x14, starting with the transition to 24x14, removing all branches. Leave the fire dampers in place in wall openings, if practical. 7) Remove existing 18x10 elbow at loading dock, and 10x10 branch. Extend 18x10 into dock, co-ordinating new route to pass above new steel which supports the rollup door and hoist, and reinstall supply grilles as indicated. Re -insulate with 1" board with foil -faced kraft, and tape joints as original. 8) Install new 30x14 return duct into System Test area at col. H/5. Install 4 18x12 grilles. 9) Re-route and lower the existing 24x10 supply duct into System Test, along with supply diffusers. Install at 12'-0" to bottom. Replace insulation. 10) Remove existing branch duct and sidewall diffusers at col. K/3. Install new 12x 8 branch to 2 ceiling diffusers in office, and 12x6 to one diffuser in the office foyer. 11) Mount new Trane DX unit at col. H/1 on floor. Mount compressor on new 4' x 7' x 6" pad, adjacent to building and the stair pad outside. Reinforce pad with wire mesh, 6x6-#6, or if not available, 1/2" reinforcing rod on 8" centers each way. Drill through wall at 1 ft.high and run gas and liquid piping. Insulate with Armaflex or equal, closed -cell foam. Mount thermostat where shown at 5'-0". For refrigerant charge and startup, consult with plant AC technicians, and follow directions with Trane equipment. Req #: PR9808040035 FACILITY REQUISITION Report: PRO02 10/29/98 - 11:51 Page: 7 12) Install new 24 x 16 ductwork to top discharge of unit and run along col. 1 line as shown. Install three sidewall diffusers. Insulate as indicated on prior items. Doing Org: JJ1272300 Task Hours: 616.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 04 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- Work: MECHANICAL -DOOR MODIFICATIONS FEJR #980549 DOOR MODIFICATIONS 1. REMOVE DOOR HARDWARE AND WELD SHUT THE NINE (9) EGRESS DOORS ON THE EAST WALL OF BLDG 48 IDENTIFIED ON FPV-109119, SH.1 (4 DOORS) AND FPV-109120, SH.1 (5 DOORS). 2. INSTALL METAL STUDS ON THE INTERIOR SIDE OF THE DOORS MENTIONED IN STEP 1, INSULATE AND SHEETROCK. PAINT TO MATCH EXISTING INTERIOR COLOR SCHEME. 3. THE OVER HEAD DOORS ALONG THE COL 3 LINE IN BLDG 48 SHALL BE ELECTRICALLY OR MECHANICALLY LOCKED OUT IN THE POSITION INDICATED ON FPV-109119, SH.1 AND FPV-109120 SH.1. Doing Org: JJ1272300 Task Hours: 64.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 05 Requester: BEARD, RICHARD - JJ1272400 - x 2189 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -GENERAL EQUIPMENT MOVE GENERAL EQUIPMENT MOVE (SEE MECHANICAL TASK 19) 1. Disconnect, relocate and install the following IAC benches to the positions in Bldg 48 listed below: ITEM OLD DWG. OLD NEW DWG. NEW DESCRIPTION FPV- (SH.1) POS. # FPV- (SH.1) POS. # --------------------------------------------------------------- 5.2x36IAC 106259 1 109119 6 5.2x36IAC 106259 2 109119 7 5.2x361AC 106259 3 109119 8 5.2x36IAC 106259 4 109119 9 5.2x36IAC 106259 5 109119 10 5.2x361AC 106259 6 109119 11 5.2x36IAC 106259 7 109119 12 5.2x36IAC 106259 8 109120 25 5.2x36IAC 106259 9 109119 26 5.2x36IAC 106259 10 109119 31 6.2x36IAC 106252 9 109119 1 Note: (a) Contact Rich Beard (x2189) for copies of the old FPV- drawings with above bench locations. (b) Corner pieces removed from the benches at position #4 on FPV-106252, SH.1 will be installed on benches at position #27, 28, & 29 on FPV-109119, SH.1 described in step 2 below. 2. Locate 10 new 6.2x36 IAC benches ordered on PO MVE38964992 and store in Bldg 48. Note: (a) Contact Clint Roberts at x4224 if neccessary. (b) Material ordered by the Mechanical Analyst. 3. Relocate and install the following equipment to the positions in Bldg 48 listed below: ITEM OLD DWG. OLD NEW DWG. NEW DESCRIPTION FPV- (SH.1) POS. # Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002 =____----- 109119 Page: 8 6.2x36IAC 106252 7 109119 2 6.2x36IAC 106252 8 109119 3 6.2x36IAC 106258 2 109119 4 6.2x36IAC 106258 2 109119 5 6.2x361AC 106252 7 109119 13 6.2x36IAC 106252 7 109119 14 6.2x36IAC 106252 4 109120 18 6.2x36IAC 106252 4 109120 20 6.2x36IAC- 106252 4 109120 21 6.2x361AC 106251 4 109120 24 Note: (a) Contact Rich Beard (x2189) for copies of the old FPV- drawings with above bench locations. (b) Corner pieces removed from the benches at position #4 on FPV-106252, SH.1 will be installed on benches at position #27, 28, & 29 on FPV-109119, SH.1 described in step 2 below. 2. Locate 10 new 6.2x36 IAC benches ordered on PO MVE38964992 and store in Bldg 48. Note: (a) Contact Clint Roberts at x4224 if neccessary. (b) Material ordered by the Mechanical Analyst. 3. Relocate and install the following equipment to the positions in Bldg 48 listed below: ITEM OLD DWG. OLD NEW DWG. NEW DESCRIPTION FPV- (SH.1) POS. # FPV- (SH.1) POS. # ------------------------------------------------------------------------ Nitrogen Cabinets 106258 ATM Storeroom 109119 57 Shrink Wrap Mach 106252 Near Col U-11 109119 61 Note: Contact Walter Steeves (x6262) to coordinate the move of Teradyne machine to position 30 on FPV-109119, SH.1 with Test Set 2-3-87-12 Maintenance. 109119 72 (2) 4. Relocate and install the shelves from the ATM Storeroom to the positions in Bldg 48 listed below: ITEM ATM Storeroom NEW DWG. NEW DESCRIPTION Shelf No. FPV- (SH.1) POS. # ----------------------------------------------------------------- (4) 2-3-74-23 ZA, ZB, ZC, ZD 109120 70 (3) 2-3-87-12 11A, 11B, 11C 109119 71 (3) 2-3-87-12 11D, 11E, 11F 109119 72 (2) 2-3-87-12 10A, 10B 109119 73 (6) 2-3-87-12 9A to 9F 109120 74 (1) 2-3-87-9 16 109120 75 (5) 2-3-87-12 17 to 21 109120 75 (3) 2-3-87-12 ZE, ZF, ZG 109120 76 5. Relocate and install the shelves from Bldg 30/2 to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW 6. Relocate and install the following furniture from the ATM office area to the positions in Bldg 48 listed below: ITEM Current Current NEW DWG. NEW j NEW Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 team Report: PR002 ____________________ 42 LF Page: 9 DESCRIPTION Location 109119 FPV- (SH.1) POS. ## ---------------------------------------------------------------- (4) 2-3-74-18 30-2/Col. W-6 109119 37 (2) 2-3-74-18 30-2/Col. U-9 109119 38 (1) 2-3-74-18 30-2/Col. U-9 109119 38 (2) 2-3-74-18 30-2/Col. S-9 109120 39 (1) 2-3-74-18 30-2/Col. U-9 109120 39 6. Relocate and install the following furniture from the ATM office area to the positions in Bldg 48 listed below: ITEM Current Current NEW DWG. NEW NEW DWG. NEW DESCRIPTION FPV- (SH.1) Location ------------------------------------------------------------------ Break Rm Counter ATM team FPV- (SH.1) POS. # ------------------------------------------------------------------ 3 DR 42 LF Near ATM Copier 109119 109120 59A 3 DR 42 LF Near ATM Copier Table (60x30) 109120 59B 3 DR 42 LF Near ATM Copier team 109120 60 3 DR 42 LF Near ATM Copier 109119 109119 63 3 DR 42 LF Near ATM Copier 109119 64 Desk Rm 33 in ATM Off Area 109119 85 Desk Rm 33 in ATM Off Area 109119 86 Table (46x32) Rm 33 in ATM Off Area 109119 87A Table (46x32) Rm 33 in ATM Off Area 109119 87B Table (46x32) Rm 33 in ATM Off Area 1091.19 87B Coat Closet Rm 33 in ATM Off Area 109119 88 3 DR 42 LF Rm 33 in ATM Off Area 109119 89A 3 DR 42 LF Rm 33 in ATM Off Area 109119 89B Table (42" Dia) Near ATM Copier 109119 89C Table (60,x 24) Near ATM Copier 109119 89D Note: Contact Walter Steeves (x6262) to coordinate the move of Printer (ATMPSI) and Fax Machine to Position 89D and Copier to Position 89E on FPV-109119 with Test Set Maintenance. 7. Relocate and install the following furniture from the ATM Team Rm near Col.O-7 in Bldg 30-2 to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW DWG. NEW DESCRIPTION Location POS. # FPV- (SH.1) POS. # ------------------------------------------------------------------ Break Rm Counter ATM team Rm 109119 80 Refrigerator ATM team Rm 109119 81 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Trash Can ATM team Rm 109119 83 8. Relocate and install the following furniture from the ATM office area to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW DESCRIPTION Location FPV- (SH.1) POS. # ------------------------------------------------------------------ 3 DR 42 LF Rm 30 in ATM Off Area 109120 90 Note: Contact Walter Steeves (x6262) to coordinate the move of Printer (ATMPS2) to Position 94 on FPV-109120 with Test Set Maintenance. 9. Assemble and install 15 double tiered lockers (5 units, 3 lockers wide) RAND PART NO. C502C5093, COLOR GRAY at position 62 on FPV-109119, SH.1. Secure to floor per factory standards. Material to be ordered by the Mechanical Analyst. Doing Org: JJ1272300 Task Hours: 80.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: CAHILL, KEVIN - JJ1272400 - x 2858 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. If the sprinkler drawings associated with this FEJR do not match existing and/or as built conditions, mark corrections on drawing and return to Kevin Cahill (x2540) or Bob Brobst (x 2566). 2) Refer to Handbook 328 Section B and the following drawings for required sprinkler head and sprinkler piping adjustments and additions: FPV-106150 Sheet 95 Building 48 North Overhead Sprinklers Sheet 96 Building 48 South Overhead Sprinklers Sheet 97 Building 48 Rack Sprinkler System FPV-109119 Sheet 10 & 11A Building 48 South Reflected Ceiling FPV-109120 Plan and Sprinklers 4) This FEJR requires the removal of all in rack sprinklers including associated branch piping, the adding of new sprinklers to the new reflected ceiling plan in the toilet room areas and the new offices located on the north end of the building, the extension of some upright sprinklers that do not currently comply with NFPA, Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002 ____________________ Page: 10 3 DR 42 LF Rm 30 in ATM Off Area 109120 90 3 DR 42 LF Rm 29 in ATM Off Area 109120 90 3 DR 42 LF Rm 29 in ATM Off Area 109120 90 Coat Closet Rm 29 in ATM Off Area 109120 91 Coat Closet Rm 30 in ATM Off Area 109120 91 Desk Rm 29 in ATM Off Area 109120 92A Desk Rm 30 in ATM Off Area 109120 92B Desk Rm 29 in ATM Off Area 109120 92C Desk Rm 30 in ATM Off Area 109120 92D Table (46x32) Rm 29 in ATM Off Area 109120 93A Table (46x32) Rm 30 in ATM Off Area 109120 93B Table (46x32) Rm 29 in ATM Off Area 109120 93C Table (46x32) Rm 30 in ATM Off Area 109120 93D Table (45x30) 30-2/Col. 0-7 109120 94 Note: Contact Walter Steeves (x6262) to coordinate the move of Printer (ATMPS2) to Position 94 on FPV-109120 with Test Set Maintenance. 9. Assemble and install 15 double tiered lockers (5 units, 3 lockers wide) RAND PART NO. C502C5093, COLOR GRAY at position 62 on FPV-109119, SH.1. Secure to floor per factory standards. Material to be ordered by the Mechanical Analyst. Doing Org: JJ1272300 Task Hours: 80.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: CAHILL, KEVIN - JJ1272400 - x 2858 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. If the sprinkler drawings associated with this FEJR do not match existing and/or as built conditions, mark corrections on drawing and return to Kevin Cahill (x2540) or Bob Brobst (x 2566). 2) Refer to Handbook 328 Section B and the following drawings for required sprinkler head and sprinkler piping adjustments and additions: FPV-106150 Sheet 95 Building 48 North Overhead Sprinklers Sheet 96 Building 48 South Overhead Sprinklers Sheet 97 Building 48 Rack Sprinkler System FPV-109119 Sheet 10 & 11A Building 48 South Reflected Ceiling FPV-109120 Plan and Sprinklers 4) This FEJR requires the removal of all in rack sprinklers including associated branch piping, the adding of new sprinklers to the new reflected ceiling plan in the toilet room areas and the new offices located on the north end of the building, the extension of some upright sprinklers that do not currently comply with NFPA, Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002____________________ Page: 11 and the replacement of all sprinklers within building 48. 5) Remove all in rack sprinklers including sprinkler heads, piping, drain connections, sprinkler drops, and branch piping. Cut all in rack sprinkler piping back to the 4" main and cap in place. SPECIAL NOTE: The rack sprinklers located in the room South East of columns J,4 are fed from the overhead sprinkler system and not the rack sprinkler system. Upon completion of the removal of all rack system sprinklers, lock the rack sprinkler system PIV in the closed position. Cut all associated Rack Sprinkler System mains back to the water Entrance and cap. See electrical tasks for the removal of the tamper and flow switches associated with the removal of this piping. 6) The distance of the upright sprinkler system from the underside of the roof must comply with NFPA 13. The sprinklers located in the room located South East of columns J,4 need to be extended up to within 12" of the underside of the roof. The upright sprinklers in the existing Flamable Plastic Area (A3) also need to be extended to within 12" of the underside of the roof. 7) Refer to Drawing FPV-109119 Sheets 10 & 11A for the sprinkler additions to the toilet room. Disconnect the upright sprinklers and 1"xl/2" nipple (typical of three) located above the new toilet rooms. Provide new 1"x1"x1" tee connections and provide new upright sprinkler head and drop to recessed pendent head within reflected ceiling plan. 8) Refer to Drawing FPV-109120 Sheets 10 & 11A for the sprinkler additions to the offices located on the north side of Building 48. See # 7 above for similar piping arrangement. 9) Replace all sprinklers within the building. Sprinklers within the drop ceilings are to be Viking Model # 04804BFB, 1/2" orifice, 165 degree F Glass bulb Pendent Sprinkler, with 06419AF Escutcheon. All upright sprinkler heads are to be Viking Model # 04804BAB, 1/2" orifice, 165 degree F, Glass bulb upright sprinklers. Refer to modified FPV-106150 Sheet 95 for the required location of the quick response sprinkler heads. The quick response heads are to be located in the room contained by columns H to J and 01 to 03. Quick response sprinklers are to be Viking Model M, 0661BAB, brass, upright, 1/2 " NPT, 1/2" orifice, 155 degree (3mm bulb), quick response sprinklers (or approved equivalent) 10) Clean all sprinkler piping as necessary. Paint all new exposed sprinkler piping to match existing color of the sprinkler piping in the area. 11) Contractor is responsible for ordering all necessary supplies to complete the job including, but not limited to, sprinklers, sprinkler piping, and pipe hangers. ,0 Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002____________________ Page: 12 Doing Org: JJ1272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 07 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg 0770 ---------------------------------- --------------------------------------------- Work: ELECTRICAL/DATA BLD 48 Fejr# 980549 Building 48 Fitup Electrical/Data 1. See drawings FPV-109119 and FPV-109120 sheets 6 for locations. 2. Remove all communications equip. coordinate with John Gage ext. 5099 or pager 1332. 3. Install 250'- 12" and 220'- 5" Lucent cable tray (AT&T) per revised FSV-152. Note: Install plastic bottoms and horns on both sides. 4. Install 1" conduits from the cable tray to the 4 telepoles in the supervisor office and 1 wall phone (column J3). 5. Install pull strings in all conduits. 6. Core through concrete as required. 7. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 8. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 9. If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JJ1272300 Task Hours: 380.00 Account: 50110312 Req #: PR9808040035 FACILITY REQUISITION Report: PR002 j 10/29/98 - 11:51 Page: 13 -------------------------------------------------------------------------------- Task #: 08 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg 0770 -------------------------------------------------------------------------------- Work: ELECTRICAL/DATA BLD 30-1 ETASK CLOCK Fejr#980549 Bld 48 Fitup Electrical/Data 1. See drawings FPV-106220, FPV-106214, FPV-106208, FPV-106202, FPV-106097, FPV-106016, FPV-106010 and FPV-106004 sheets 6 for locations. 2. Install 700-12" Lucent Cable tray (AT&T) from 81N of column N6 to 8'N column N31 per revised FSV-152. Note: Install plastic bottoms and horns on both sides. 3. Install 1-2" conduit from the clock distribution center (C -N25) to the 12" Lucent cable tray. 4. Install 12" Lucent cable tray into Network rooms 25 and 27 from the new lucent tray. 5. Provide firestopping to cable tray entering into building 70. Install 1-4X4 wireway and 3-4" sleeves. Remove pillows. 6. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 7. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 8. If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JJ1272300 Task Hours: 650.00 Account: 50110312 Req #: PR9808040035 FACILITY REQUISITION Report: PR002 lid 10/29/98 - 11:51 Page: 14 -------------------------------------------------------------------------------- Task #: -------------------------------------------------------------------------------- 09 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg 0770 Work: FDREQ 25614 TELE/DATA Fejr# 980549 Bld 48 Fitup Tele / Data 1. See drawings FPV-109119 and FPV-109120 sheets 6 for locations and FDREQ 25614 for data description. 2. Install 5 -Cat 5 cables to the telepoles and FDboxes at the following locations per FSV-151 and NGS -05-1204 and label each end of cables. Locations Circuit # Supervisors Office A2B " A2A " A2C " Al Column J3 J3 3. Install cable for time clock from bld 30 to bld. 48. 4. Test cables with DSP -100 and update DNAS data base. Test circuits per TIA/EIA TSB -67 Link Performance Standard. 5. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 6. Provide as built drawings to electrical inspector for final inspection and approval. 7. If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours: 150.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 10 Requester: FICKEN, DONALD - JJ1272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: ELECTRICAL -HVAC 1) Relocate Andover Controls Temperature transmitter from east face of wall at G -H/2-3 and move to north face of G/2. 2) Relocate unit heater at loading dock to position shown on -562. 3) Provide electrical support to connection and startup of AC unit, compressor, and thermostat installation Doing Org: JJ1272300 Task Hours: 64.00 Account: 50110312 Req #: PR9808040035 FACILITY REQUISITION Report: PR002 J 10/29/98 - 11:51 Page: 15 -------------------------------------------------------------------------------- Task #: 11 Requester: WAGLE, MARUTI - JJ1272400 - x None - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL The work consists of following structural items in bldg.48: Ref. SK -704-7508 1) Provide a support for water heater Rev.2 2) Provide an opening in the roof for exhaust fan (RVT-48-5) 3) Provide a support for one ton capacity single point hoist 4) Provide framing around wall openings 5) Remove existing bumps on the floor at the door openings 6) Provide a support for the GPS antenna on the roof 7) Remove/Reseal Bldg. 30 roof penetrations after antenna is removed 8) Install bolts to connect 8" wall and columns F1 and F2. All the material including one ton hoist shall be supplied by the contractor. Call Maruti Wagle (x5514) with any questions. Doing Org: JJ1272300 Task Hours: 1012.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 12 Requester: QUIGLEY, FRANK - JJ1272400 - x 2681 - pg 1731 -------------------------------------------------------------------------------- Work: P.A.SYSTEM FEJR # 980549 Relocate ATM to BLDG. 48 Electrical/P.A. System 1. The majority of the following work to be performed is located in bldg. 48, however, some items address bringing a new P.A. system feed to the building. 2. Provide and install Main P.A. System terminal box located in New Network Room #38 located at 30-mezz. Col. 0/19, contact Frank Quigley for exact location. 3. Provide and install (4) 2" conduits from the Main P.A. System terminal box stub -ups to the cable tray above. Provide and install insulated bushings and nylon pull strings for each conduit. 4. From the Main P.A. System terminal box provide and install (5) #14/4 shielded cables to terminate at the following locations. Provide and install the terminal boxes at the following locations as well as (1) additional terminal box located in Network Room #34 to serve as a splice point before cable runs to out buildings. Leave ample slack at both ends of each run. a). Building #70-1 on column N/39 (to existing terminal box). b). Building #34-1 in Network Room. c). Building #37-2 in Network Room #37. d). Building #48-1 in utility room. e). From building #34 provide and install (1) additional #14/4 shielded cable to terminate in pull box on trestle between bldg.'s #34 & #37 for future use. Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02____________________ Page: 16 Utilize existing cable tray, trestle conduit, duct bank, etc. for pathways Refer to SK -704-7510 for information on the trestle. Terminal boxes mentioned in items #2 & #4 to have wireways and terminal strips. Contact Frank Quigley for design. Item $4 must be done at the same time the utilities are run to Building #48 under FEJR # 980576. 5. In building #48 provide and install approx. 150' of >" conduit, boxes, supports, etc. between the Bay assembly area and the supervisors office along with whips to each speaker location along the run. This is to replace the non conduit runs for the P.A. system. See drawings FPV-109119 & FPV-109120 sheet #6 for locations. 6. In building #48 disconnect, remove wiring to all speakers. Replace with approx. 600'of new #16/2 shielded cable and re -wire all speakers. 7. Provide "As Built" drawings to Gerry Haley (Electrical Inspector) upon completion of this FEJR for inspection and final approval. 8. Installation shall comply with all applicable articles of FSV-140. 9. If you have any questions contact Frank Quigley ext. 2681. Doing Org: JJ1272300 Task Hours: 450.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 13 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL - FIRE ALARM FEJR 980549 MOVE ATM TO BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-109119 AND 109120 SHEET 6. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1. COORDINATE FIRE ALARM POINT SHUTDOWN AND FIRE ALARM DEVICE DISCONNECTION RELOCATION AND CONNECTION OF FIRE ALARM LOOP WITH SECURITY. NOTIFY SECURITY PRIOR TO DISCONNECTION OF DEVICES. 2. PROVIDE AND INSTALL NEW EXPANDER PANEL BY PANEL P1A2, FROM SURPLUS AND EXTEND FIRE ALARM LOOP CABLE TO EXPANDER LOCATION. MAINTAIN EXISITNG FIRE ALARM SYSTEM. TEMPORARILY INSTALL AUDIABLE STROBES TO COVER THE BLDG. DISCONNECT AND REMOVE EXISITNG FIRE ALARM WIRING IN EXISTING CONDUITS. DISCONNECT AND REMOVE EXISITNG AUDIABLE/STROBES AND EXTEND CONDUIT TO NEW BACK BOX AND AUDIBLE/STROBE DEVICE. RELOCATE RELAYS THAT PERTAIN TO THE NEW OCCUPANCY OF THE BLDG. ALL CHEM STOR AFFILIATED DEVICES SHALL BE REMOVED. Req #: PR9808040035 FACILITY REQUISITION Report: PRO02 10/29/98 - 11:51 Page: 17 PROVIDE AND INSTALL REMOTE INDICATING LTG AND MODULES MTD ACROSS G-6000 ABOVE THE EXPANDER PANEL IN CORRIDOR. 3. MAINTAIN THE EXISTING FIRE ALARM PULLSTATIONS THROUGHOUT THE BLDG AND PROVIDE AND INSTALL NEW DEVICES AS SHOWN ON DRAWINGS. 4. DISCONNECT AND REMOVE FLOW SWITCH ON FIRE PROTECTION STANDPIPE BEING REMOVED AT COL F/1 IN BLDG 48. COORDINATE WITH THE FIRE PROTECTION PIPE FITTERS. 5. PROVIDE AND INSTALL NEW DEVICES AS SHOWN ON DRAWINGS AND AS REQUIRED. INSTALL NEW FIRE ALARM CABLING WITHOUT SPLICES. RECONNECT TO LAST DEVICE. 6. PROVIDE AND INSTALL NEW SMOKE DETECTORS FOR HEAT TENTS AS SHOWN ON DWGS. 7. PROVIDE AND INSTALL EMERGENCY PULL STRING AND LIGHT OVER DOOR.IN NEW TOILET AREAS. TIE PULL STRING DEVICES INTO THE FIRE ALARM SYSTEM. 8. ALL FIRE ALARM DEVICES SHALL BE PURCHASED BY THE ELECTRICAL ANYLISTS. 9. COORDINATE NEW PROGRAMMING REQUIREMENTS WITH D. GALANTE X4825. DIRECT AND QUESTIONS REGARDING THE FIRE ALARM SYSTEM TO D. GALANTE. PROVIDE TESTING FOR THE WORK DONE UNDER THIS FEJR. 10. ALL EXTRA DEVICES OR DEVICES TAKEN DOWN AND NOT REINSTALLED SHALL BE RETURNED TO BLDG 35 FOR STORAGE FOR CONTINUING JOBS. COORDINATE WITH AL PADUCHOWSKI X2912 OR GLEN WANING X5874. 11. LABEL DEVICES AS REQUIRED BY THE FIRE ALARM SYSTEM REQUIREMENTS. LABEL DEVICES AS TO WHAT ZONE IT IS CONNECTED TO. 12. PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 13. PROVIDE AS -BUILT DRAWINGS FOR THIS AREA. SUBMIT AS -BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 290.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 14 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL DEMO FEJR 980549 ATM MOVE TO BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. Req #: PR9808040035 FACILITY REQUISITION Report: PR002 ****COORDINATE THIS FEJR WITH FEJR 980576 UTILITIES TO BLDG 48. .181 10/29/98 - 11:51 Page: 18 1. DISCONNECT AND REMOVE EXISTING FLUORESCENT T-12 LIGHTING AND TRANSPORT LAMPS TO LAMP RECYCLING CENTER 30-1 X/33. JUNK EXISTING FIXTURE. 2. DISCONNECT AND REMOVE EXISTING EXPLOSION PROOF HPS FIXTURES AND PALLETIZE TO STORE IN BLDG 34. COORDINATE WITH AL PADUCHOWSKI X2912. 3. DISCONNECT AND REMOVE ALL EXPLOSION PROOF EXIT SIGNS AND BATTERY BACKUP CASINGS AND PALLETIZE TO STORE IN BLDG 34. COORDINATE WITH AL PADUCHOWSKI. 4. DISCONNECT AND REMOVE THE EXISTING EXPLOSIONPROOF BATTERY EMERGENCY LTG UNITS AND PALLETIZE FOR STORAGE IN BLDG 34. COORDINATE WITH AL PADUCHOWSKI. 5. DISCONNECT AND REMOVE THE 20A, 250V AND THE 20A, 480V PIN AND SLEEVE DEVICES AND REPLACE WITH 20A, 120V RECEPTACLES AND 480V TWISTLOCK RECEPTACLES AS REQUIRED. PLACE THE PIN AND SLEEVES IN A BOX FOR STORAGE IN BLDG 34. 6. DISCONNECT AND REMOVE THE 2X4 LIGHTING IN THE OFFICE AREA ALONG WITH THE SURFACE MOUNTED DEVICES BACK TO A JUNCTION BOX ABOVE THE CEILING. LABEL JB WITH CIRCUITS AND PANEL FED FROM... 7. DISCONNECT AND REMOVE BRANCH CIRCUITING TO THE ELECTRIC WATER HTR IN THE JANITORS ROOM AND THE ELECTRIC UNIT HEATER IN THE SHIPPING AREA. PROVIDE AND INSTALL A JB FOR THE ELEC WATER HTR BRANCH CIRCUIT AND LABEL JB ACCORDINGLY. EXTEND EXISTING ELEC UNIT HTR BRANCH CIRCUIT TO NEW LOCATION AND RECONNECT AS REQUIRED. 8. DISCONNECT AND REMOVE BRANCH CIRCUITING AND CONDUIT ON THE WALLS IN THE LARGE BAY AREAS FEEDING REFRIGERATORS. REMOVE ALL THERMOCOUPLE CABLE. 9. DISCONNECT AND REMOVE THE REMOTE INDICATION BOARD IN THE FRONT OFFICE. DISCONNECT AND REMOVE THE WIRING UP TO A PULLBOX UP ABOVE THE CEILING. LABEL THE PULLBOX AS TO WHAT THE CONDUCTOR FEED. 10. DISCONNECT 3 ROOF TOP EXHUAST FANS. COORDINATE WITH DON FICKEN ON THE LOCATION OF THE FANS. COORDINATE WITH OTHER TRADES. EXH FANS 48-1, 48-2, AND 48-3. 11. DISCONNECT AND REMOVE THE EXISTING COPPER GROUND BUS ALONG THE WALLS TO THE FAR NORTH. EXTEND THE COPPER GROUND WHICH IS FED FROM THE STEEL COLUMN, WHICH SHOULD BE A #4/0, TO THE ELECTRIC ROOM FOR THE NEW 600A, 277/480V DP. 12. FOR THE FIRE ALARM SYSTEM EQUIPMENT, REFER TO THE FIRE ALARM WRITE-UP. 13. COORDINATE RELOCATION, RECONNECT AND ADDITION OF PUBLIC ADDRESS SPEAKER. COORDINATE WITH FRANK QUIGLEY X2681. Req #: PR9808040035 FACILITY REQUISITION Report: PR002 j 10/29/98 - 11:51 Page: 19 14. PROTECT ANDOVER CONTROLS THERMOSTATS IN AREAS WHERE DEMOLITION IS TAKING PLACE. COORDINATE WITH DAVE GAUDET FOR THERMOSTAT AND HVAC FAN FUNCTIONS. REFER TO HVAC TASK WRITE-UP FOR ADDITIONAL INFORMATION AS REQUIRED. Doing Org: JJ1272300 Task Hours: 250.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 15 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL INSTALLATION FEJR 980549 RELOCATE ATM TO BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-109119 AND 109120 SHEET 4, 4A, 9, 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. ****refer to task #18 for down grade of scope of work as of 10/19/98 ****COORDINATE THIS FEJR WITH FEJR 980576 UTILITIES TO BLDG 48. 1. PROVIDE AND INSTALL NEW PANELBOARDS AS SHOWN ON DRAWINGS IN SHOP AREAS. COORDINATE FEEDER ROUTING WITH WALL OPENINGS AND THE CONDUIT RACKING FOR THE 600A FEEDER FROM BLDG 37. KEEP FEEDERS AS HIGH AS POSSIBLE. PROVIDE AND INSTALL 200% NEUTRALS FOR ALL 120/208V PANELS. PANEL P1A2 PANEL P1C3 PANEL PlE3 PANEL P1F3 PANEL P1H2 PANEL P1H2A 2. PROVIDE AND INSTALL NEW 225A PANELBOARD IN ELECTRIC ROOM P1H3 AS SHOWN ON DRAWING. 3. PROVIDE AND INSTALL NEW TYPE "Z" TELEPOLES IN NEW OFFICE AREA AS SHOWN ON DRAWINGS. INSTALL NEW TELEPOLES PER FSV-118. SECURE TO STRUCTURE AND LABEL AS REQUIRED. 4. COORDINATE THE INSTALLATION OF 2 DC POWER SUPPLIES WITH THE TEST SET PERSONNEL AND THE MILWRIGHTS. PROVIDE AND INSTALL FEEDERS AS SHOWN ON DRAWINGS. 5. DISCONNECT, RELOCATE AND INSTALL A 30 FT SECTION OF DC BUS LOCATED IN BLDG 30-2 COL S/11. COORDINATE WITH WALTER STEVES X6262 FOR SHUTDOWN OF 48V DC POWER SUPPLY AND DISCONNECTION OF SQ D DC BUS. TRANSPORT DC BUS AND BUS PLUGS TO BLDG 48. INSTALL DC BUS AT 12'-0" AFF. SECURE TO STRUCTURE AS REQUIRED. COORDINATE WITH LTG AND OTHER TRADES. THE 400A DC POWER SUPPLY WILL FEED THIS DC BUS FOR THE POWER TO THE r Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002____________________ Page: 20 HEAT TENTS. 6. PROVIDE AND INSTALL DC FEEDER FROM THE DC POWER SUPPLY TO THE DC BUS DUCT TAP BOX AS SHOWN. PROVIDE AND INSTALL 480V FEEDER FROM PANEL P1H2A TO THE 400A POWER SUPPLY EXTERIOR DISC SW. 7. PROVIDE AND INSTALL 2 BUS DUCT PLUG -INS FOR EACH HEAT TENT WITH 100A FUSES. PROVIDE AND INSTALL A 100A DC FEEDER FROM EACH PLUG-IN TO EACH G9 DC DISTRIBUTION BOX ABOVE EACH HEAT TENT. COORDINATE WITH TEST SET FOR THE WIRING OF THE DC POWER BOXES. 8. PROVIDE AND INSTALL A 208V FEEDER TO THE 275A 48V DC POWER SUPPLY AS SHOWN FROM P1F3 TO THE DISC SW ON THE SIDE OF THE POWER SUPPLY. FROM THE TOP OF THE CABINET, PROVIDE AND INSTALL 2 CONDUITS TO A 4X4 WIREWAY FOR DC WIRE DISTRIBUTION TO THE TYPE Z TELEPOLES ON THE IAC BENCHES AND TESTSETS. INSTALL THE CONDUITS AS HIGH AS POSSIBLE. COORDINATE WITH THE TEST SET PERSONNEL FOR THE WIRING OF THE"DC POWER SWITCHES ON THE POWER SUPPLY. LABEL ALL DC WIRING ACCORDINGLY. COORDINATE THE FLANGED COVER PLATE OF THE DC OUTLET WITH THE TELEPOLE COVER. PROVIDE COVER TO MOUNTED OUTLET TO TELEPOLE. VERIFY MOUNTING. 9. PROVIDE AND INSTALL A 4X4 WIREWAY AS HIGH POSSIBLE FOR THE DISTRIBUTION OF DC WIRING TO THE TELEPOLES AND TEST SETS. COORDINATE WITH LTG AND OTHER TRADES. 10. PROVIDE AND INSTALL TELEPOLES ON IAC BENCHES PER FSV-118. COORDINATE MOUNTING HEIGHT OF DEVICES WITH RUSTY WRIGHT X3955. SOME IAC BENCHES WILL GET 2 TELEPOLES 1 FOR AC POWER AND THE OTHER FOR DC POWER. EACH TELEPOLES SHALL BE LABELED RESPECTIVELY ALONG WITH CIRCUITING. LABEL THE BRANCH CIRCUIT WIRING ACCORDINGLY AS TO THE DC CIRCUITS IN THE TELEPOLE. 11. PROVIDE AND INSTALL A 10KVA UPS IN THE NEW NETWORK ROOM AS SHOWN ON DRAWING. PROVIDE AND INSTALL PANELBOARD P1F4 IN NETRWORK ROOM. INSTALL FEEDER TO UPS BYPASS CABINET FROM P1H3 IN ELECTRIC ROOM. WHEN FINISHED WITH INSTALLATION, CALL LIEBERT IN FOR START-UP AND TEST OF UPS. PROVIDE AND 1" CONDUIT FROM THE UPS TO THE DDC PANEL IN THE ELECTRIC ROOM FOR UPS STATUS. PROVIDE AND INSTALL POWER TO BAYFRAMES IN NETWORK ROOM PER FSV-153. 12. REWIRE EXISTING ELECTRIC UNIT HEATER IN SHIPPING AREA AS REQUIRED. EXTEND EXISTING 480V CIRCUIT AS REQUIRED. RECONNECT CONTROL WIRING AS REQUIRED. 13. DISCONNECT AND REMOVE THE THREE 480V PIN AND SLEEVE DEVICES IN THE SHIPPING AREA AND PULL 2 OF THE CIRCUITS UP TO A PULLBOX FOR FUTURE USE. EXTEND THE THIRD CIRCUIT TO AN ELECTRIC HOIST LOCATED IN SHIPPING VIA A DISC SW ON THE WALL AS SHOWN ON DRAWING. LOCKOUT TAGOUT THE 480V FEEDER IN THE MCC THAT ARE NOT BEING USED AND TERMINATE THE FEEDERS PROPERLY. 14. PROVIDE AND INSTALL BRANCH CIRCUITING TO THE NEW ELECTRIC WATER HTR, EXH FANS, TELEPOLES , ETC AS SHOWN ON DRAWINGS. COORDINATE LOCATIONS WITH THE MECHANICAL ENGINEER AND THE MILWRIGHTS. J Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002____________________ Page: 21 15. INSTALL 208V ELECTRIC BASEBOARD HEATERS AND THERMOSTATS AS SHOWN. PROVIDE AND INSTALL BRANCH CIRCUITING TO THERMOSTATS AS REQUIRED. COORDINATE THE LOCATION OF THE ELEC BASEBOARD UNITS WITH DON FICKEN X3473 AND THE PROCESS ENGINEER. 16. PROVIDE AND INSTALL BRANCH CIRCUITS FROM PANEL P1H2A TO NEW HVAC EQUIPMENT ON THE ROOF. COORDINATE WITH DON FICKEN ON THE EXACT LOCATIONS OF THE EQUIPMENT. PROVIDE AND INSTALL 3R WP FUSED DISCONNECT SWITCHES NEAR THE EQUIPMENT ALONG WITH GFI WP RECEPTACLES FOR SERVICING AS REQUIRED. COORDINATE WITH J. GALANTE. 120V BRANCH CIRCUITS FROM P1H2. 17. COORDINATE THE INSTALLATION OF AN ANTENNA ON THE ROOF OF BLDG 48 WITH RICK BARRETT X5759. COORDINATE POWER TO THE ANTENNA AS REQUIRED. GROUND THE ANTENNA MAST TO BLDG STEEL. 18. PROVIDE AND INSTALL ESD PROTECTION PER FSV-111 TO THE FOLLOWING POSITIONS: 1 THRU 64. ESD SHELVES, TEST SETS, HEAT TENTS, TELEPOLES ETC. 19. PROVIDE AND INSTALL NEW FLUORESCENT LIGHTING THROUGHOUT THE BLDG AS SHOWN ON DRAWINGS. RECONNECT TO EXISTING 277V LIGHTING CIRCUITS. CONNECT SELECTED NITELIGHT FIXTURES TO SEPERATE 277V LIGHTING CIRCUITS AS SHOWN. PROVIDE FUSE PROTECTION FOR ALL LIGHTING PER FACTORY STANDARDS. MOUNT LIGHTING AT APPROX 11'-0" AFF. COORDINATE LTG MOUNTING HTG WITH OTHER TRADES. REFER TO FSV-120 FOR FIXTURE TYPES. 20. PROVIDE AND INSTALL NEW SWITCHES AND SWITCHING AS SHOWN ON DRAWINGS. 21. PROVIDE AND INSTALL NEW LED EXIT SIGNS WITH EMERGENCY BATTERY UNITS AND LAMP HEADS. PROVIDE AND INSTALL BRANCH CIRCUITING AS SHOWN. 22. PROVIDE AND INSTALL EMERGENCY BATTERY UNITS WITH REMOTE LAMP HEADS, REMOTE TEST STATIONS AND BRANCH CIRCUITING AS SHOWN ON DRAWINGS. COORDINATE AIMING OF LAMP HEADS IN THE FIELD WITH J. GALANTE X2433. MOUNT MOUNTING PLATES TO DEVICE BOXES AS REQUIRED. 23. COORDINATE THE ELECTRICAL TEL/DATA REQUIREMENTS UNDER A SEPERATE ELECTRICAL TASK WITH KEVIN WONG X5881. ie CONDUIT, FS BOXES, CABLE TRAYS ETC. 24. REFER TO THE ELECTRICAL - FIRE ALARM TASK WRITE-UP FOR FIRE ALARM WORK THIS FEJR. 25. LABEL LIGHTING SWITCHES PER FSV-105 TO IDENTIFY EACH SWITCH AS TO WHICH PANEL AND CIRCUIT FED FROM. 26. PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 27. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. Req #: PR9808040035 FACILITY REQUISITION Report: PR002 r 10/29/98 - 11:51 Page: 22 28. PROVIDE AS -BUILT DRAWINGS FOR THIS AREA. SUBMIT AS -BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 1420.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 16 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL - TEST SET DC POWER FEJR 980549 RELOCATE ATM TO BLDG 48 ELECTRICAL CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1. TEST SET PERSONNEL SHALL WIRE THE 275A DC POWER SUPPLY SWITCHES TO THE 48V DC CIRCUITS WHICH FEED THE IAC TELEPOLES AND TO THE TEST SETS. 2. THE UNITS SHALL ALSO BE VACUUMED AND START UP TESTED BY TEST SET. 3. VERIFY FUSING FOR AC AND DC FEEDERS INTERNALLY IN THE 275A DC POWER SUPPLY. Doing Org: JJ1272300 Task Hours: 40.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 17 Requester: BEARD, RICHARD - JJ1272400 - x 2189 - pg None -------------------------------------------------------------------------------- Work: DRILL PRESS MOVE FEJR 980549: Relocate Drill Press 1. Disconnect, relocate and install Drill Press (#600000-1162) currently located near Col. W-11 (30/2) to Position 17A on FPV-109119, SH.1. 2. Secure Drill Press to floor with anchor bolts. Doing Org: JJ1272300 Task Hours 0.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 18 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL REV1 DOWNGRADE OF SCOPE FEJR 980549 BLDG 48 DOWNGRADE OF SCOPE REV#1 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO Req #: PR9808040035 FACILITY REQUISITION Report: PR002 J 10/29/98 - 11:51 Page: 23 DRAWING FPV-109119 SHEET 4, 4A, 109120 SHEET 4, 4A, 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. ****REFER TO TASK #15 FOR LABOR HOURS AND MATERIAL COST ****REFER TO TASK #15 FOR MORE DESCRIPTIVE INFORMATION RELATING TO TO THE FOLLOWING ITEMS. DO NOT DO THE FOLLOWING ITEMS IN TASK #15, 10, 17, & 18. ****DO NOT DO THE FOLLOWING ITEM IN THE FIRE ALARM TASK #13 6. ****ALL AC AND DC POWER TO IAC BENCHES AND HEAT TENTS SHALL NOT BE INSTALLED AT THIS TIME. COORDINATE WITH J. GALANTE. REFER TO LATEST DRAWINGS. 1. COORDINATE DOWNGRADE OF SCOPE OF WORK WITH THE MECHANICAL ENGINEER AND OTHER TRADES. 2. REVIEW THE LATEST DRAWINGS WHICH SHOW CORE TYPE FACILITIES WITHOUT POWER TO BENCHES ETC. INSTALL ALL POWER PANELS AND FEEDERS AS SHOWN ON DRAWINGS. 3. INSTALL DC POWER SUPPLIES, WIREWAY AND BUSDUCTS WITH ASSOCIATED FEEDERS ONLY AS SHOWN ON DRAWINGS. 4. INSTALL NEW LIGHTING AS SHOWN ON DRAWINGS. 5. INSTALL FIRE ALARM DETECTORS IN AIR HANDLING UNIT AND ELECTRICAL ROOM AT LOADING DOCK. INSTALL FIRE ALARMS DEVICES IE PULLSTATIONS, HORN/ STROBES, BATHROOM EMERGENCY CALL SYSTEM AS SHOWN ON DRAWINGS. 6. INSTALL TYPE "Z" TELEPOLES AND WIREMOLD AS SHOWN ON DRAWINGS IN OFFICE AREAS ONLY. 7. INSTALL ELECTRIC BASEBOARD HEATING AS SHOWN ON DRAWINGS. 8. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 9. PROVIDE AS -BUILT DRAWINGS FOR THIS AREA. SUBMIT AS -BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 0.00 Account: 50110312 Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02____________________ Page: 24 -------------------------------------------------------------------------------- Task #: 19 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- Work: MECHANICAL- DOWNGRADE OF SCOPE OF WORK MECHANICAL- DOWNGRADE OF SCOPE OF WORK 1. DO NOT do ITEMS 3,6, and 7 in MECHANICAL TASK 1. 2. DO NOT do ITEMS 4 and 8 in MECHANICAL TASK 2. 3. DO NOT do ITEMS 1,3,4,5,6,7,8 and 9 in MECHANICAL TASK 5. 4. DO NOT do MECHANICAL TASK 17. Doing Org: JJ1272300 Task Hours 0.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 20 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- Work: MECHANICAL -WALL DEMO 1. Demolish masonary wall that runs east -west adjacent to Col. line Cl between Col's. 1 and 3. NOTE: Leave 32"of this wall from the inside face of the north -south aisle wall going east, floor to ceiling. 2. Demolish masonary wall that runs east -west adjacent to Col. line E between Col's. 1 and 3. NOTE: Leave 32"of this wall from the inside face of the north -south aisle wall going east, floor to ceiling. 3. Repair concrete floor as neccessary to acheive a smooth finish. 4. Use channel end caps originally intended for door openings to cover cut end of pilasters. (See Items 1 & 2) Doing Org: JJ1272300 Task Hours: 240.00 Account: 50110312 N N N FHI- W W W W W W N N N coo N O O C4 14 aaa AAA (0) R E L' O C AT E ATm Tp 13 LD c77-, 4-8 -- S? R UCTUM W02k °1865 40)) 7'His Vv0'Rk CONSIST,- DF FOLLOWING Sj FUCTUR14L ITEMS ; I� PRoviDE suPPpRr foR t\ MTER 4qnfL AS sWWN ON SNTi 3 (ID FROWDE A� OPENING -7 IN Tc ROOF TELOW. E/ +lAVST -FAN CPVT— 4-9-5) As 9HOWNII Glq SHT 4 VIDE A -.SUPPORT FO:fZ TNF AINTc- N1 0 SHIT. 13 Azl 0�! S A-� r—f! E .. -7) REMQVE�P,ESEAL-3LDCr, 30.: 00! PENN( .. lxisT. N6- Loc.ATEDr-I OF .TTNA �1NTCl�I`!A P-E%�7I{CS.TfibARD S T+ IETA GL LNE � �—G FS � .27-- AND CO�SWI T3 CoX01` C`1 --$"WALL Ago �f�25� 3RAc►nl_ T E w{D �o f o ED Y�IAT�L� I� :STRUCTVI2� STE E`.ERsTi�laA 3SpEce – SHp I /; IED AFTFg -FATS PIC igTl Onl HARDWARE PER AST/V1 A-325 SPEC., COTLC(ZE-TE S�JALL DEVELO Ffl- A 1111NiM1/Jul STrZE�lG-i'H 01= 3506 psr N 2Fs DAYS I S1<--704L--750&1,2[y CoaiPRESSIVE ¢) PE/N-o2C«1 Cr STEEL SMALL TSE GR ADE Go SHT. I OF 19 12- l0 -29 - cle- WARUTI �VA,6q-LE W W W W W W N N N 000 N O O ^C4 .- ev a avv Arty rC4r REFEREN CE DM W I N Gr,3 I) 222-1073 -S60 C Issve f 2) - OF=FICE PIPING- Ar4D DUcTtvppk 2) 222-1073-5G((IssUE93) -0001= C-001PA)ENT AN-D-DOCTWRk 3) FPV -10911 c) SLIT, X10, I CISSUL-# I) MANOFACIU21NC-r QUI► -DING PARTIAL FLOOR PLPM EGUIPMC- JT- LAYOUT 4) SPI/ -VD I Ito , ST- N0, I CIS&U.E # 1) --- MANUPACTO PINJ&- UILDING PARTIAL FLOOR PLAtl 1`QUIPMENT L�yOUT. 5) 222-1073 -344 � �ssu>= 3� - FLOOF PLAr1 pND ZETAILS 6) 222-1073-34.6Ciss0F#4-.-iBU(L.)INIGG SECTIONS AMD WALL SECTIONS -7). 222-1073-34-70SSUE# � - Waor— PLAr`I AND, DFTAILs 8) 22(2 —:1073 — 3►7 C issUE If 4)- — PLOD R 11 `F_LEVATII 9 2(z2 - f073 - 31 � C I ss UE# -2) - ROOF PLAT SECTi 6N S p 222 - 10-73 -319 Cl. SSUC 2� -BECTON S 4 DETAILS (I 222 —10-73 105 CI SSU 2) - FO(;tgDAT101,1 IDL 8.N 12) 222- 1073 - 116 Cl ss UE 4- 2) - POOF l ZWPI(Na CHEMI CA L Srp(�R�� 13UILD1>�1G ExT�r�S10N 13) STANDAPD F3V-2-72 sk-�o4- -7sog 1�) STAN-jHRD FS - 25 C . S+tT. 2 OF I°� le V'2 10 29 -qtr MAP -Uri WACTLt 4n0vi W W W W W W '___ N h Yf 000 v1 0 0 C4 ^aa aaa N N H C4 H N F- F)' WOE I? - A NGATr<R NOTA -SECTION A -A Sk-76F4--7 S0 RT N C, STF—EL -FRAME -M RT OF 19 Rl � SUPPORT TIE WATF-2. i EATER. rNCLUDING S [0-29-qo(;-, ANCHOR BOLTS 13Y EMPIRE S+EET M TAS T-1*JC, MARO-TI �VAGLE a ^C414 f :1�oTE ' co (q 11w Ota WILL SEAL THE o ENtNG-S A "gCTWEEN BOTTOM OF �Nit�EAM CURB Ar\lD 1V7E i rq L Z)P-ek P00F o N0 of FAIQ -CR-VT ,q -s -s) �� �-N �s, UNISEpM CURB BY 0 CS ELz- -SATS. revs nn.n Iw, %C !4-X4' 3oE O�� � crALO fe> �.i Y �X4-i� 3%8 Tf+ICk—I ;.wo0D S T• �T`�p� eT � 0 }`A A A Roy oPENi�% 20 ©� AURL.I N S sA FLELD LOC9T157H, Roo F..._ V. {� + OPN�nrG::F�rcvEEt I r� C,tELD.�VEIFY EXISTING-' (oOf PU(��I���.4(�UI�LInIS r {• D t ; r �`� i \ e D O Sk-�o--75O9Pr 2 9HT• 4- CF 19 ,SOL 6 RAF® MAR UTI WA 6L FF A 0 Cr .. RL H _Fv2 .Ll tt J f3 EA rkj CURS (Sc-C-'SHT,3) Cov :612 Ar -et --,q B&T .661'J TWO 4409(. lex M EM'B 6 .W/TF/ SNL -&r Rock F-IN(SH.7V'fWATC H SV -ET Pock WA LL ARIT U, U, W W., '.�.—amu --rA L L --41 A IA W %A 000 0 0 Lip N6 -LE 5, 4x4- Nor F-- WITH.NOR7-N FACE C4 -t cT. Y-`t'� )b SI -EC T.- 73 o LT G b� -To o's ' Lot -JC- FLOS14 F TS ?X G ? t f V J" PAM 6 7777N 0: WIZ)L. FDOTI*M(T,�- t3-0 ii vvA q —EfForlN4' PER REV. I 6FSk. -.?04--7so9 .4-20 "EXTF-r4 S(ON Or- 6voTINCT- AER iRC-V.,z OF ak--70,q---7S08 SECTI L-)�J X -X '.�.—amu .. I >4 t f V J" PAM 6 7777N 0: WIZ)L. FDOTI*M(T,�- t3-0 ii vvA q —EfForlN4' PER REV. I 6FSk. -.?04--7so9 .4-20 "EXTF-r4 S(ON Or- 6voTINCT- AER iRC-V.,z OF ak--70,q---7S08 SECTI L-)�J X -X W W W W W W xxx N Uf 0 coo C4 -1 vva TF Xr_ i�8x6 SEcTld(,l �--�- cv-ZPLCS� Sk--T o¢=l5OkREV 2 SHT; 7 �ARuri WAcLE RTH IT IE E® y CORPORATION ===T' O - _ ao" 30.E 0 30" .4+ sk 704 -79038 SHr. B OF 19 t0 29- 9g MRROTI WAG- L C Floor 1;,,.e. FoT 11 -T a �\ �. � c� -n oNs A�Q A P t� X • AND ti U ?' 7p S c_o�� � MARV-Tl' WR SLE pq 2r Wfiu W W W .. LLI 000'. 1 tvAA ) ,�' ........... 04 (4 C4 ' >: 5 (,/J) u lE L1P:PLS.. /2x. 3_. ......-_. ..� _ ;i•� �� T �1 !•OF :(t '11 , LF..� , . • .. _ . t.\ .C•.'tt r .. _ ... .... SEE ;DTF9o:rH.FL.Ar1CT*l�S oN: AT ':7•:,. ,.:�:.. L lu.. , .z �i �i,'YF �� ! .fit r• . t n-'h ^r_� b .lf � .. t tr, z -fj lc*�� �S $-' '� � I _ r r r�•,. 5r;•�{ �.� - , .rL �•`' i�•.-5 1 ,:1--'�y •nk"a L •`c ''.� i :� _{ , t t Ft , L� 4 '� yf< r f _ - t �y s i { H 4 y TOP OF L 7 1 F x 60R ' L.tr J•�� MI i:1:� r, '� 1! i tL ���' •.t _ I t i ,r .. H.r:: I:. �] +;!`�� ♦ 3�-�`L 1- i , .ts� f� }, L x=t fC":..�r;. .._,_ l .—P-• •t—_ - _ t: _ :..r r���:j1 �� * •� :_!.'x—_. .i_:�.,_:.::.:. _ rp .2 Llai ;' rJ t t } t C � }� ti I+�� ' �i �• � 1 a � /J .� t � 1 .:. •:'+ryti'_ ,yT�°r' t / x� ` I r `�- 1 4 --'.� x +Lr• ! r� - r ` !y r�. ,t 1 p-44.,- 4 L •ti Gx it �,u�y 1 i t '� T_•' f r -` ..-.... _ ._ r. -.. r ; CTI ..� OTE �ROV�1jE rieMPGl2AR-t/ .'su ppR i1QL� THE ..VAC AWEZ Phi �Z :S?' LLA�IOn1 OF -H0R12- nJT-AL ME�'1BE'�..� Yea 4f 75A <,P.Q.1 :SNr: 1'6 .o' j9- MA P .,.MAP Tr:..`.y � L E �I! L TIEGAP pGTW6& �d TP OF wsx31 AND ADT. oPWALL W i Tfl C C-rn E rJT MO RTE R,, MOTE ; 1�1 USE q' o Cf pza o N S?'r-c-L HILT/:, J�wok 'bal-T IT- 3%. Il��rlllY�UM EM8 , wASHC-IZ ITem # 0�04S37a+ �c$ R 3 4-- 43 4--) s K /04: /502r lq V. Z.. Soh': I- QF Ig 10-29-98 MARUr► 06LE vv/ �v/vv L•TVI 10 vVv VT1 UNIBEAM CURB LEGEND 1. 11/23 LB. DENSITY RIGID FIBERGLASS INSULATION 2. WOOD NAILER 3. CURB FASTENING FLANGE 4. ROOF STRUCTURE -BY OTHERS 5. BACKDRAFT DAMPER -OPTIONAL NOTE. *STANDARD HEIGHTS 8'• 12-.18- INCLUDING WOOD NAILER. F 4-= Iso g R,_-- v.2 SLAT. I v o F 19 to -2J-98 MAP -UT;! WAGLE MATERIAL: FULLY WELDED 18 GA. GAW. STEEL (EXCEPT WHERE'ALUMINUM' IS INDICATED ON CURB SCHEDULE) SUBMITTAL SHEET PENN VENTILATOR CO., INC. RED LION AND GANTRY ROADS UNIBEAM (Cant) PHILADELPHIA, PA 19115 (AREA CODE 215)464.8900 Prefabricated Steel (Flashable) Roof Curb TELEX NO. B7-4545 FAX LA0. (:17) 077.1047 IMiOAAWINOLLUSTRATF.SOuwliardLSTANOIN60faancNNrOWNE/.CMShmE«AR�IOVfD.RwCwd9GRSOQTNLSfORWRIGT10K.tSStK7lPRNN FORM ES -UC VENTLATOR WZL NOT BE RESPONWR F FOR 0MOONS N I1KE MW OR OTNEA CMANIG93 LATER AMEAW POR PA WC Al KOL PLPIMA R0 A "t3ft- :T[O nT 8/92 PENN VENTLATOR CO. MC. PMLA., P► ALL RAOATTS RESERM.MAY NOV SE REMOOUCED PARTIALLY CA IN FILLYMTMOUf PEPMS803N PRONTME PUBL1SWA NO RIGMIS CUNYtYW 10 MANU► CMM PARTMLLY OR IN FULL U4E OR SFLL Eni-ER TME WrAM CO CONSTRUCTION REPRESENTED OR ANY MVENTN]N IN PLL *I OA PRINTED IN USA ANT YYAY RPAATF.O TI#REf0. h A DOMEX (DIRECT DRIVE) 1. HOOD - DISCHARGE APRON 2. TOP PLATE 3. MOTOR MOUNTING BRACKETS 4. MOTOR 5. CENTRIFUGAL FAN (WITH COOLING VANES) 'FIELD BUUJ CURB DETAIL- LEGEND 6. SPUN VENTURI 7. MOUNTING BASE 8. STRUCTURAL SUPPORT BRACES 9. CONDUIT GUIDE 10. ALUMINUM BIRD SCREEN ;ya S K-70+-750 126 V. 2 SHT 10) OF 19 1-29-9� AL1 AI-�UT I WA & L E MODEL NO. DX08SR DX10SR DXI IVSR/Q\ DX13VSR/Q DX16VSR our 7 DX16Q L 20- Ja 20-7/8 20-'/a 21?/;s 28-1/z 133/e 13 3/B 13 318 14-3/a 22-'/7 . 18-'/z Ro�- 18-'/z 18 /z 20-'/ 2 9 11-1/2 11-'!z 11-'/ 1 OUTSIDE DIMENSION OF CURB SHOULD BE 1 1/2' LESS THAN 'E' DIMENSION. ALL DIMENSIONS IN INCHES MATERIAL: SPUN ALUMINUM HOUSING I2VT: 4-9-S R90 �. RC Dr ME/JS10%S . I , SUBMITTAL SHEET THE PENNVENTILATIQNCOMPAN/ES DOMEX (Direct Drive) 9995 GANTRY ROAD. PO BOX 52A". P} Q&, PA 19115-TE44 P+�E,CMS) 4"-W- FAX ;T5) 67-,66, Spun Aluminum Centrifugal Roof Exhausters a JAOOVES CAMM4 N PO BOX •ARMIAAI, OUMM CANAOAI .aN :Ra PWMe 014) 2WWf31T M' (574) 293. 6.0 TtS ORAWNG ILLUSTRA'1:$ OUR I !rrANOWO OF OROLR REOWRLY@TTS. V11MEN APPROVED, TT ApRESENTS OE T^4A FOR FABRICATION, SOON, PENN VENTMTION vNly NOT S[ REStON6l*„E FOR REVISION* M THL FVEIO Oil OTHER O"ANOES AFTER RELEASE FOR FAEIIICA. TIOK FUsus"M 4 FROTECZL'O SY PENNSC CO- INCA., P"L,A, PA, ALL RIdf►S Rl9ERVEO. NAV NOT pE RFr10CUCEO tYiT1a�V OR IN �Ull V/ITHOI/T F'ERNLSSp11 FROM TIS ftnk NBR. NO RHLRS CONVevito 7D MANUFACTURE PARTWLY DA IN rVLL ULE CE SELL PARTIALLY TNN METHOD Or CONSTRUCTION RpRt &-. '2 OR ANY Mv@(TION N ANT WAY Fl1ATED T►@fTp, FORM ES -DMX PAWM IN USA REV.1 FEBRLIARY 12 U O J V 0 V4 C, O �f Jc �J-, r\ T O L 'o U �\jL h 77- IZp QV- LL C Cui i 7 a� 1 Y; 3nssl tl'S'n NI U31NItld Ic W � LU 0 a rs�v, gb CE C�11..'� WW ~ C d. J C4 ul N UB1f3 N111H0 J V 0 V4 C, O �f Jc �J-, r\ T O L 'o U �\jL h 77- IZp QV- LL C Cui i 7 a� 1 Y; 3nssl tl'S'n NI U31NItld Ic h A w w 'O : q Yr. I LL l c a, a 2 u)oy € WDN3 wtvw Ab Odd1 3nssl V'S'n NI 031NIUd o W U < W 6 W Y w � t�r3ry. H w N W -U) ra yy Lf ON 10 LL. Q, ds too- oo- � 0 0(� 4 : �� N N a e 0 9-'�-!1-zov �J-3d 0 N1 'V's'n Ni 031NIUd 3nssl -7C a 00f LU 7Z— :41 Iz ull'i L4- *Y*s,n NI 031Nl8d I ,4ncZCZT HOW 2 r,-. , 10— ti C U 70 W w W U pIJ � J o c� mac. J O IL o � c� Q w Z �+ > U u nbi 14 _ L: A CY N - - � � •...._... r,-. , ._l..:i: 1 +sit . , i , ....., ti C 70 W 1 . k pIJ � J o c� mac. - - � � •...._... r,-. , ._l..:i: 1 +sit . , i , ....., ti J j NIdbO Oi 7d01S NIbie of Ido, W 1 . k � V J O IL o � c� Q w Ln �. �+ > U 14 _ v WL- X11 d� tl ,i l ' Wz -Vi 0 uj 0 wo IL 1� 0 J r o \ odrk. V 0 '+ vin 'y bi o A a1.t 0 P vl 01 .� .I �o• I �' f.Q� �a ti 1 V 1 ti J j NIdbO Oi 7d01S NIbie of Ido, W 1 . p � V J O IL o � c� Q Ln �. �+ > U 14 _ v WL- 44 l ' Wz �l i 01 .� .I �o• I �' f.Q� �a i N � 1 V 1 ti s� NIdbO Oi 7d01S NIbie of Ido, 1 . U C H F' Z U -M I-. a 1 Z LA 1 0 IZN J anssi 'V's•n NI Q31NIHd NAVW ti �L W o � J anssi 'V's•n NI Q31NIHd NAVW CN. v 4 t Req #: PR9808130047 Report: PR002 FEJR #: 980576 Change #: 0 ` Req Type: PLANT -REQ FACILITY REQUISITION 09/17/98 - 08:59 Page: 1 Const Org: JJ1272300 MACCS Charge #: W980576000 Req Status: CONSTRUCTN Wanted: Title: BLDG 48 ADDITIONAL UTILITIES, ELEC, TEL, CA, N2 Entered By: DELONG, BEVERLY - JJ1272410 - x 4974 - pg None Date: 08/13/98 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg None Auth: JJ1272400 Engineer: GALANTE, JOSEPH - JJ1272400 - X-2433.- None Chgd: JJ1272400 aff Proj•.Code: OLS1 U ldg/Flr: 48 /01 ��� /V / , Column: Est. Cost $: � � `7 � Room: -------------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- 222 - 1073-560 222 - 1073-561 (1� 222 - 1073-563 �lrr 222 - 1073-748 `QOT FPV - 106275 4; 4A— FPV - 106275-A (,4`�4{�A19 FPV - 106277 ( 2.- FPV - 107484-A % FPV - 107485-A 176—� FPV - 107486-A :PV - 107487-A 6 FPV - 109119 FSV - 105 00 FSV - 250 ALL FSV - 286 nrr SK - 704-7502 1 SK - 704-7503 ALL SK - 704-7504 ALL SK - 704-7505 ALL SK - 704-7510 XXXXX SK - 704-7513 1 -------------------------------------------------------------------------------- kSSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ 25221 FD -REQ _ 25310 FD -REQ OPEN 09/02/98 MVE38965006 EPPS-PO PIPE WIRE MVE38965012 EPPS-PO 2-ite panels MVE EPPS-PO doors (3)=Parker 9/15 MVE EPPS-PO Titus/penn=luchner 9/15 MVE38964995 EPPS-PO ite600a pnl,800apnl MVE38965013 EPPS-PO harmonic transformer .NE EPPS-PO bathroom utilities=thompson 9 HIVE EPPS-PO (57 items) plumbing=braman dow MVE EPPS-PO lavatory equip.= Specification SEP 1 7 A s Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 08:20 Report: PR002___________________= Page: 2 -------------------------------------------------------------------------------- JUNK FACILITIES %OWNER DESCRIPTION STATUS TICKET # ------------------------------------------------------------------------ -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT O1 200 240 200 40 40 12 732 34404 14800 50110312 02 240 240 11280 4000 50110312 03 800 800 37600 67000 50110312 04 2000 2000 94000 75000 50110312 OS 1000 1000470_00 _ 1_ 5000 50110312 06 220 120 40 380 17860 3500 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 420 480 2800 320 40 80 12 0 1000 5152 242144 179300 ------------ - ------ ----.----------------------- -------------- ------ Approved: " Approved:- - LA ACHE, PET R Engineering Evironmer 1 Date: _//_ Date:// Req #: PR9808130047 FACILITY REQUISITION Report: PR002 I 09/11/98 - 13:54 Page: 3 -------------------------------------------------------------------------------- Task #: 01 Requester: BEARD, RICHARD - JJ1272400 - x 2189 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL: BATHROOM ARRANGEMENT, PLUMBING AND VENTILATION FEJR: 980576 BLD 48 UPGRADE: BATHROOMS (COL Al TO B3) 1. INSTALL SANITARY DRAIN PIPE, FLOOR DRAIN AND CLEAN OUT NEAR THE B3 COLUMN AS DESCRIBED BY SKETCH SK -704-7502 AND SHOWN ON FPV-109119, SH 1 IN COMPLIANCE WITH STATE AND LOCAL PLUMBING CODE. DEMO WALL CLEANOUT. FIELD VERIFY THE INVERT. 2. REMOVE AND JUNK WATER HEATER, PLATFORM, CEILING TILE, REGISTER, AND SUSPENSION GRID IN EXISTING JANITORS CLOSET. DEMO AND CAP CW AND HW PIPE FROM REMOVED WATER HEATER PIPE BACK TO THE HEADER. DEMO 1/2" DRAIN LINE FROM THE REMOVED HOT WATER HEATER UP TO THE TOP OF PIPE CHASE (SEE STEP 13). REMOVE AND STORE JANITOR'S SLOP SINK AND FAUCET. CAP DRAIN, HW AND CW LINES. 3. REMOVE AND JUNK DUCT & FIRE DAMPER IN THE EXISTING JANITOR'S CLOSET. CAP DUCT ON THE EXISTING TOILET ROOM SIDE OF THE WALL. DEMO WEST AND SOUTH BLOCK WALL OF EXISTING JANITORS CLOSET. DEMO THE BLOCK WALL THAT HELD THE FLOOR CLEANOUT (SEE STEP 1). USE 4" CONCRETE BLOCK TO RECONSTRUCT WEST SIDE OF THE PIPE CHASE WALL 8" EAST OF THE ORIGINAL LOCATION AS SHOWN ON FPV-109119, SH 1 AND 222-1073-560. 4. CUT DOOR WAY HOLE IN THE WEST WALL OF THE EXISTING BATHROOM AS IDENTIFIED ON FPV-109119, SH 1. 5. REMOVE AND JUNK TOILET AND LAV IN EXISTING BATHROOM. INSTALL JANITOR'S SLOP SINK AND FAUCET (FROM STEP 2) AS SHOWN ON FPV-109119, SH 1. AND 222-1073-560. DEMO AND CAP REMAINING UNUSED PIPE BACK TO THE HEADER. 6. REMOVE AND STORE DOOR, FRAME CASING AND ACCESSORIES OF EXISTING BATHROOM. FILL VOID LEFT BY REMOVED DOOR TO MATCH EXISTING CONSTRUCTION. INSTALL STORED DOOR, FRAME CASING AND ACCESSORIES IN THE HOLE CUT IN WEST WALL OF EXISTING BATHROOM (SEE STEP 4) PER FPV-286 AS SHOWN ON FPV-109119, SH 1. 7. REMOVE AND JUNK EMERGENCY SHOWER LOCATED NEAR COL A2. DEMO PIPE TO HEADER AND CAP. 8. REMOVE WINDOW (JUNK IT) AND DOOR (STORE IT TO BE USED ON FEJR 980549 IN BLDG 48 NEAR COL. A2) THAT IS IN THE WEST WALL OF THE EXISTING OFFICE. DEMO AND RECONSTRUCT WEST OFFICE WALL AS SHOWN ON FPV-109119, SH 1 TO MATCH EXISTING.WALL CONSTRUCTION. 9. INSTALL 3-0 W X 7'-0 H DOOR NEAR COL. A2 AS SHOWN ON FPV-109119, SH 1. DOOR TO INCLUDE HALF GLASS, AUTO CLOSER, "BEST" ADA APPROVED LEVEL HANDLE LOCKSET/LESS CORE (OFFICE FUNCTION), KICK PLATES, KNOCKDOWN FRAME, AND 3 "HAGER" BB1168 HINGES. SEE FSV-286 FOR REFERENCE. 10. CONSTRUCT 4" BLOCK WALLS AND 4-1'/2" METAL STUD & SHEETROCK WALLS THAT WILL Req #: PR9808130047 Report: PR002 FACILITY REQUISITION � 09/11/98 - 13:54 Page: 4 MAKE UP THE BATHROOMS IN THE COL. A3/B2 AREA AS SHOWN ON FPV-109119, SH 1. 11. INSTALL 3-0 W X 7'-0 H BATHROOM DOORS AS SHOWN ON FPV-109119, SH 1. DOOR TO INCLUDE AUTO CLOSER, "BEST" ADA APPROVED LEVEL PUSH/PULL HANDLE SET (BATHROOM FUNCTION), KICK PLATES, KNOCKDOWN FRAME, AND 3 "HAGER" BB1168 HINGES. SEE FSV-286 FOR REFERENCE. 12. PLUMB BATHROOMS PER SKETCH SK -704-7505 AND FPV-109119, SH 1 IN COMPLIANCE WITH STATE AND LOCAL PLUMBING CODE. 13. FABRICATE AND INSTALL WATER HEATER PLATFORM PER SK -704-7508. INSTALL WATER HEATER PER SK -704-7504 AS LOCATED ON 222-1073-560. DEMO ANY REMAINING UNUSED HW OR CW PIPING LEFT FROM THE REMOVED WATER HEATER IN STEP 2. PIPE 1/2" DRAIN LINE FROM HOT WATER HEATER T&P VALVE TO THE EXISTING 1/2" DRAIN PIPE DESCRIBED IN STEP 2 AS SHOWN 222-1073-560. 14. FABRICATE AND INSTALL CONDENSATE DRAIN PIPE SHIELD IN MEN'S BATHROOM PER SKETCH SK -704-7513 AS SHOWN ON FPV-109119, SH 1. 15. INSTALL BATHROOM FIXTURES, SAFETY HAND RAILS, WATER CLOSET PARTITIONS, AND URINAL SHEILD PER SKETCH SK -704-7503 AS SHOWN ON FPV-109119, SH 1. 16. PREP FLOOR IN BATHROOM AREA (COL A3 TO B2) AND INSTALL FLOOR TILES. 17. PREP AND PAINT BATHROOM INTERIOR WALLS (COLOR: ALMOST BEIGE) AND EXTERIOR WALLS TO MATCH EXISTING INTERIOR COLOR SCHEME. 18. INSTALL BATHROOM ACCESORIES, TO BE LOCATED PER FPV-109119, SH 1: MIRRORS - CENTER ON WALL ABOVE EA. LAV 40" MAX FROM FL TO BOTTOM OF MIRROR SOAP DISPENSERS - 48" FROM FL TO BOTTOM OF DISPENSER HAND TOWEL DISPENSERS - 48" FROM FL TO BOTTOM OF DISPENSER TRASH CANS - LOCATE PER FPV-109119, SH 1. SAN NAPKIN DISPENSER - 48" FROM FL TO BOTTOM OF DISPENSER HANDICAP W.C. TOILET PAPER DISPENSER - PER SKETCH SK -704-7503, SH 1. W.C. TOILET PAPER DISPENSER - 36" FROM BACK WALL AND 19" MINIMUM FROM FL. 19. INSTALL ROOF EXHAUST FAN RVT-4.8-5 (DOMEX FAN MODEL: DX11R W/BACKDRAFT DAMPER OPTION), DUCT, AND TWO DIFFUSERS (TITUS MODEL: 50F -NT, 8" x 8") PER FSV-250 AND SK -704-7508 AS SHOWN ON 222-1073-560 & -561. HARD DUCT ENTIRE SYSTEM AND COORDINATE WITH REFLECTIVE CEILING PLAN AS SHOWN ON FPV-109119, SH 10. Doing Org: JJ1272300 Task Hours: 732.00 Account: 50110312 Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13:54 Report: PR002Page: 5 -------------------------------------------------------------------------------- Task #: 02 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -PIPING PIPING-DUCTBANK 1. At Col. C-7 in Bldg. 37 at the ceiling above the mezzinine remove the existing 1"xl"xl 1/2" tee from the existing CA pipeline, remove the 1" line that goes south and then down below mezz. deck and attached piping, hangers, etc. Install a new 1 1/2"x 1 1/2" x 1" screwed tee, convert to Type L copper for the 1 1/2" branch to Bldg 48, install 1 1/2" Apollo Ball Valve w/S.S. ball and stem. Use Type L copper pipe w/wrought copper fittings and silver brite solder. After penetration thru wall use Type K copper pipe on all exterior piping including ductbank. See FPV-106277 Sht.2 for layout. Install new 1 1/2" Type K copper piping w/ wrought copper fittings and Silver solder on all exterior piping including ductbank for future Nitrogen supply to Bldg. 48. Install new 1 1/2" Apollo Ball valves in both Bldg. 37 and 48 , purge and cap. Label both lines accordingly both inside and out of Bldg's. Insulate both pipeline's with 1 1/2" Fiberglass insulation and metal cladding on the exterior portion of piping. See Dwg's. FPV-106277 Sht.2 , FPV-109119 Sht.2, and FPV-106275 Sht.4A for piping arrangement. 1A. All piping shall be done in accordance with the following FSV's: FSV-300, Piping Standards Specifications FSV-302, Air Line Quick Couplers Tru-Flate FSV-304, Pipe Hangers FSV-309, Sht.2, Typ. Air Piping At Shop Bench FSV-312, Sealing Details FSV-313, Piping Identification Standards FSV-314, Specifications For Testing Pipe Systems Contact Clint Roberts at X4224 or Page 1732 with any Mechanical Questions regarding this FEJR. Doing Org: JJ1272300 Task Hours: 240.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 03 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL FEJR 980576 UTILITIES FOR BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-106275, 106275A, 109119, 109120 SHEETS 4, 4A, DRAWING 222-1073-748 CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. J Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13:54 Report: PRO02=___---- Page: 6 *****COORDINATE SHUTDOWN OF LC#24 Y SIDE WITH GERRY HALEY.***** 1. PROVIDE AND INSTALL` NEW 600A, 277/480V, 3PH 4W FEEDER TO BLDG 48 FROM LOADCENTER #24 FEEDER BREAKER 5A AS SHOWN ON 106275-A. COORDINATE SHUTDOWN OF-LC#24 Y SIDE WITH GERRY HALEY X3894 AND BOB BARTLEY X 2255. PROVIDE AND INSTALL EXPANSION FITTINGS AS REQUIRED THROUGH EXPANSION JOINTS. 2. INSTALL NEW FEEDER HIGH IN MEZZ. AND IN BLDG 48. PENETRATE BLOCK WALLS IN BLDG 48 TO PASS THRU EACH AREA AND INTO THE ELECTRIC ROOM. 3. PROVIDE AND INSTALL NEW PULLBOXES AS REQUIRED IN BLDG 37 AND 48. SIZE PULLBOXES PER MEC. 4. COORDINATE NEW STRUCTURAL SUPPORT RACKING FOR NEW EXTERIOR CONDUIT ON THE EXTERIOR OF BLDG 37 AND BLDG 48. PROVIDE AND INSTALL NEW STAINLESS STEEL PULLBOXES SIZED AS REQUIRED BY MEC. COORDINATE LAYOUT OF PULLBOXES ON WALLS WITH THE DUCTBANK UP TURNS ,THE FOOTINGS OF THE BUILDING AND THE STRUCTURAL RACKING ON THE SIDES OF THE BLDGS. COORDINATE WALL SPACE FOR PULLBOXES ON BOTH BLDGS. 5. PROVIDE AND INSTALL CONCRETE ENCASED DUCTBANK AS SHOWN ON DRAWING 106275 SHEET 4A FOR POWER AND TEL/DATA TO BLDG 48 FROM 37. COORDINATE WITH PERINI FOR CONSTRUCTION TIME, DEMOLITION AND STRUCTURAL RACKING FOR GRS CONDUITS TO BE CONSTRUCTED. REFER TO DETAILS DWG 106275 SHEET 4A. PROVIDE AND INSTALL A PULLCORD THRU THE ENTIRE LENGTH OF THE SPARE TEL/DATA 4" CONDUIT. PROVIDE AND INSTALL RED WARNING TAPE FOR BURIED DUCTBANK. ALL EXTERIOR CONDUIT FOR POTTIER AND TEL/DATA SHALL BE GRS. SEAL BLDG PENETRATIONS AS REQUIRED. PROVIDE GROUNDING FOR ALL CONDUITS, PULLBOXES, ETC. PER CODE. INTERCEPT BLDG 48 4/0 GROUND GRID AND CONNECT THE NEW 2/0 GROUND TO IT FOR NEW 600A SERVICE. LABEL NEW 600A, 277/480V, 3PH 4W DP ACCORDINGLY WITH SERVICE STICKERS. 6. PROVIDE AND INSTALL NEW 600A, 277/480V, 3PH, 4W DISTRIBUTION PANEL ANLONG WITH A 800A, 120/208V, 3PH 4W DP AS SHOWN ON SHEET 109120 SHEET 4 AND 4A. EXISTING PANELBOARD AND TRANSFORMER SHALL BE RELOCATED AS SHOWN TO ACCOMODATE FOR NEW DP LAYOUT WITH 225KVA TRANSFORMER. 7. PROVIDE AND INSTALL TVSS ON 800A PANEL CONNECTED TO BUS OF 800A PNL. CONTACT AL PADUCHOWSKI OR GLEN WANING FOR THE TVSS. TVSS IN STOCK. 8. AT THE MCC IN BLDG 48 ELECTRIC ROOM, REMOVE SECTION/TUBS D5 & D6 AND INSTALL NEW 200A SWITCH SECTION. THIS SECTION REQUIRES 36" S Req #: PR9808130047 Report: PR002 OF VERTICAL SPACE. FACILITY REQUISITION a 09/11/98 - 13:54 Page: 7 COORDINATE SHUTDOWN OF DDC PANEL IN ELECTRIC ROOM WITH DAVE GAUDET X3786. REFEED DDC PANEL FROM RELOCATED PANELBOARD IN ELECTRIC ROOM. 10. COORDINATE THE ELECTRICAL TEL/DATA REQUIREMENTS UNDER A SEPERATE ELECTRICAL TASK WITH KEVIN WONG X5881. ie CONDUIT, FS BOXES, CABLE TRAYS ETC. 11. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 12. PROVIDE AS -BUILT DRAWINGS FOR THIS AREA. SUBMIT AS -BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 800.00 Account: 50110312 ----------------------------------------------------------------- Task #: 04 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None --------------------------------------------------------------------- Work: ELECTRICAL /DATA Fejr# 970576 Building 48 Utilities Electrical/Data 1. See drawings FPV-109119, FPV-106120, FPV-106275-A, FPV-107486-A, FPV-107485-A, FPV-107484-A, FPV-107487-A sheets 6 and sketch SK -704-7510 for locations. 2. Building 48 a. Remove all communications conduits and equip. Coordinate with John Gage ext. 5099 pager 1332. b. Install cable tray in nework room 48 per revised FSV-153 and review drawings for cable tray and bay frame details. c. Install 240'-4" EMT from the NTW 48 to column Cl and label conduits data. d. Provide lightning protection for network room. e. Install communications antenna on roof. 3. Building 37 a. Install 280' 4"-Emt frm column C8 to 5'S column A4 and to the network room label conduits data. Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13:54 Report: PR002____________________ Page: 8 b. Install 1-3X3x2 pull box and label data. 4. Trestle a. Install 4-2X3X2 weatherproof pull boxes and label data. b. Install 800'-4" Al. conduit and label data. c. Install 1-4" Al conduit from pull box into building 34 to the network room and label data. 5. Building 70 to Ntw 34 a. Install 1200' 4" EMT from column Z39 to network room 34 and label data. b. Install 3-12X12X 12 wireways and label data. c. Install 1-3X3X12 pull box and label data. 6. Building 70 to 30 a. Replace saddles in 12" AT&T cable tray with fiber horns both sides back building riser near the new network room 28. 7. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 8. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 9. If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JJ1272300 Task Hours: 2000.00 Account: 50110312: Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13:54 Report: PR002____________________ Page: 9 ------------------------------------------------------------- Task #: 05 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None -------------------------------------------------------------- Work: FDREQ 25221 TELE/DATA Fejr# 980576 Utilities for Building 48 Tele / Data 1. See drawings FPV-109119, FPV-106275-A, FPV-107486-A, FPV-107485-A, FPV-107484-A, FPV-107487-A sheets 6 and sketch SK -704-7510 for locations and FDREQ 25221 for data description. 2. Install phone cable from the main phone room to NTW 34 and terminate. 3. Install gell fill phone cable from NTW 34 to building 48 and terminate. Copper cable shall be lightning protected. 4. Install fiber optic cable from the data center to NTW 34 and terminate. 5. Install gell fill fiber optic cable from NTW 34 to NTW 48 and terminate. 6. Remove all communications equipment frm building 48. 7. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 8. Provide as built drawings to electrical inspector for final inspection and approval. 9. If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours: 1000.00 Account: 50110312 Req #: PR9808130047 FACILITY REQUISITION Report: PRO02 09/11/98 - 13:54 Page: 10 -------------------------------------------------------------------------------- Task #: 06 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -NETWORK ROOM 1. Create a new network room near Col.E-4 in Bldg. 48. Remove and surplus overhead door and all tracks, operator, etc. Block up existing opening with concrete block and mortar. Remove and surplus Emergency shower/eyewash station and smock cabinet.Take piping back to block valve at header and cap. Install block valve if neccessary per FSV-300. Remove and surplus bar racks. 2. Paint all walls in new room. COLOR: Almost Beige 3. Install 3/4" AC -Grade plywood sheeting on all Network room walls (3x-69) Plywood shall be installed 8" from finished floor and be 8`-0" high. All plywood shall have 3 coats of fire resistant paint,See Notes below. NOTES:A.)Paint plywood as follows: First coat- Alkyd enamel undercoat @ 470 sq. ft. per gallon, Second and Third coats- Benjamin Moore Retardo Latex Fire Retardant Paint #220-01 or approved equivelant @ 300 sq. ft. per gallon. B.)Fire Retartant plywood may substituted and painted to match walls. 4. Install new ESD carpet tiles in room 2x-86. Color: Moondance 5. Install new 6" black plastic base cove on all walls. 6. Install 4 equipment bay frames as indicated on Dwg. FPV-109119 Sht.l in new network room. Secure to floor per standard practice. Contact Mike Quinn at x5107 for bay frames. Note: All materials for Items 1,2,3,4,and 5 shall be ordered by the mechanical analyst. Contact Clint Roberts at Ext.4224 or page at 1732 with any mechanical questions regarding this fejr. Doing Org: JJ1272300 Task Hours: 380.00 Account: 50110312 -------------------------------------------------------------------------------- Task #; 07 Requester: WAGLE, MARUTI - JJ1272400 - x None - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL For the 4 inches thick brick walls, provide one longitudinal W1.7 wire spaced not more than 16 inches(vertically)—or one longitudinal no.4 bar spaced not more than 48_inches. Horizontal reinforcement shall be provided within 16 inches of top or bottom of masonry walls. 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( _ a m N Grab Bars at Urinal SCALE Lucent Technologies e.0 �,a Im•ar.twn• W 7q N0. of sWEETB PER SET SEE ]WELT S N �� Z CL • I _ i I . t I . I !' 48' minimun shields wt-kh extend beyond the front of the utnd but less Urinal wffh Shields than 24' from the we 29 Inches or 30 inches Apart O must be a rrJrymLrn E of 30' apart shields which do not extend beyond ► the front edge of the urinal may be spaces a mirJmtan of 29' cps Urinal with Partffions 36 Inches Apart shields/partitions which project more than 24' from the s wcl must be a E minimum of 36' apart SCALE toilet ► - �. SCALE Lucent Technologies BNI L.Of InV .— .. 0.. z z W. Cf SHEETS PER SET SEE SWEET t FF1 3" OFFICES OF: APPEALS BL ILDING CONSERVATION HEALTH 1'1_.\NNIN( ; a °F NOwrti, o� Town of a NORTH ANDOVER 'sS4CHusEt4 DIVISION OF PLANNING & COMMUNITY DEVELOPMENT KAREN H.11. !NELSON. DIRECTOR 12() Main Street North Andover, Massachusetts 01845 In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number - - is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: 6:4i!5�07 I 6 4011 -' OV C� (Location of Facility) Ise I P PT C0,4176J/V&k FogeiLlTy Sigo(t of Permit Applic.3j,-,,' v� Dat NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. OCCUPANCY FAMILY SiOkIES - FAMILY OFFICES +LENTS 1-1 _ CONSTRUCTION FOUNDATION ETE 8 INTERIOR a" PINE HARDW D _ PLASTER DRY WALL UNFIN. FINISH 1 _I 2 to ETE BL'K. OR STONE BASEMENT 'ULL FIN. B M'T" AREA 'h V. FIN. ATTIC AREA _ '. T FIRE PLACES _ :OOM MODERN KITCHEN _ WALLS II J FLOORS BARDS B 1 ��_ 2 3 'IDING SHINGLES T SIDING $ SIDING >IDING ON MASONRY ON FRAME JN MASONRY CONCRETE EARTH HARD%') D COMMON ASPH. TILE ATTIC STRS. & FLOOR N FRAME _ 11 _ OR CINDER BLK, WIRING ON MASONRY ON FRAME SUPERIOR I�POOR ADEQUATE NONE ROOF 10 PLUMBING ILTASHED HIP BATH (3 FIX.) MANSARD TOILET RM. 12 FIX.) _ WATER CLOSET ( SHINGLES LAVATORY _ SHINGES KITCHEN SINK NO PLUMBING RAVEL STALL SHOWER _ OOFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO s FRAMING II 11 HEATING JOIST PIPELESS FURNACE FORCED HOT AIR FURN. BMS. & COLS. STEAM MS. 6 COLS. HOT W"T'R OR VAPOR RAFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GGA ELECTRIC NO HEATING 2nd _ 3rd 12 THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. Fr; c 4 -7 -k -W s 17 FEW/N�rs 15 &J O z M ON M W Cd z 0 0 0 z 0 U Cf) a a a - ' m c U W W O z lid Z CL I o c �• cc L c-_ y CD Cm ..0Lo ca CD._ 1••1 U A w o a ca b °�° � A, °�° a a, W a x_ °�° c° 2 v c° C/)w° a�' U w a�' G ch w w E cA cn cn z 0 0 0 z 0 U Cf) C c C - ' m c CD or 0 v �o Z CL I o c �• cc L c-_ y CD Cm ca CD._ y j N: a ow O D 44�R y 0., 1 o Cc V ■C. O CR tsO h d Q .• O ; w y :Ec .r N: c �. y O • r' � • S: d �+ ca V r m o c to a Ca = C y m = o C • m aC m = O cm ao o � m is •- Z o :cao �_ a � : y m c c 2 � p N H o Om. o W y m off ID t c ,r C H.y .Q CL=O "r we •y Z 0O Q C+* m� O� y O _ R a`...m� z 0 0 0 z 0 U Cf) C I CD 0 v �o Z CL I o c CD Cm ca CD._ y j m m CD ow O D O y 0., o Cc V ■C. O CR Q' h O V Q O C .r �. y SJ 6 z M ON r-4 M rm CD CC z O 0 0 C/) z O U C I E; O Q y � o C C m c a h •cam w = O� 3.0 co O O Q i w •Q.� d a CMa U C o civ � w C \ v y w cc pOr.x r C A G o w c7 w v z Q CO2 _A w G O a a C a W O -co r. O O LE v cn O w u: U w o C2:,) O cn CD CC z O 0 0 C/) z O U C I E; O Q y � o C C m c O•— Q 'C h •cam = O� 3.0 co O O Q i w •Q.� d a CMa ca C o civ CMD c zo C T O m v y M cc c r C CF 0 CL. CO2 _A 0 o a f tl o 33 O CIE a O = c E3 m h V: •_ ;. m � j:Hev c ��EH m o 2a Amo aCJ m •L= O pn is ValQ p,ct m 1 V y Z p lv :cao c N _ md= p COON o-11 W cO �,y=.. � c .� Ara m— S M 'E E •mc z y a m� ao a`�� o = o =tea.-m� CD CC z O 0 0 C/) z O U C I E; O Q y � C C co O•— Q 'C h Q> = O� 3.0 co O Q i toO d a CMa ca C o civ C v y M cc c r C � 0 CL. CO2 _A 0 f tl Location N(� Date TOWN OF NORTH ANDOVER 0 I Certificate of Occupancy $ is oqwsa Building/Frame Permit Fee $ CH Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector Div. Public Works Location No.' — A, Date 0 1 j0RTpj I TOWN OF NORTH ANDOVER + 0 0 Certificate of occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ S C14us Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector Div. Public Works INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 P [ FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED _ _7187196 31GNATLIRE O GWNE OR TH IZED AGE T F E E OWNER TEL. P ! O PERMIT GRANTED CONTR. TEL. # `I v� ' g CONTR. LIC. 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN LOT_ NO. I 2 . RECORD OF OWNERSHIP IDATEBOOK iPAGE SONE - SUB DIV. LOT NO. I— _OCATION L �( PURPOSE OF BUILDING 3WNER'S NAMELU�' CENT /�G�/�loLo�lES Nc NO. OF STORIES SIZE, i x faa f���li^�.3F OWNER'S ADDRESS �6 pb DSG®tea CY BASEMENT OR SLA %RCHITECT'S NAME / , J SIZE OF FLOOR TIMBERS IST 2ND 3RD 3UILDER'S NAME •'L q -c SPAN DISTANCE TO NEAREST BUILDING / DIMENSIONS OF SILLS POSTS DISTANCE FROM STREET / ..� DISTANCE FROM LOT LINES - SIDES /000 - REAR 16o0 -f- GIRDERS \REA OF LOT16J7 .4.FRONTAGE 3070() HEIGHT OF FOUNDATION THICKNESS S BUILDING NEW Gvv�W g y 5—pe CrU .19 SIZE OF FOOTING X S BUILDING ADDITION I-�t=-/=1067J J J MATERiALOFCHIMNEY � S BUILDING ALTERATION s IS BUILDING ON SOLID OR FILLED LAND 501- � /ILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER/ /VO 30ARD OF.APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE ,1 o INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 P [ FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED _ _7187196 31GNATLIRE O GWNE OR TH IZED AGE T F E E OWNER TEL. P ! O PERMIT GRANTED CONTR. TEL. # `I v� ' g CONTR. LIC. 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN BUILDING RECORD OCCUPANCY 12 FAMILY S"ORIES- -- FAMILY OFFICES ENTS CONSTRUCTION FOUNDATION _ 8 INTERIOR FINISH 3 1 2_1 _3 H RDW ASTER — _ — — PLASTER DRY WALL UNFIN. TE TE BL K.PINE 'R STONE BASEMENT AL FIN. B'M'T' AREA FIN. ATTIC AREA _ T FIRE PLACES ' _ DOM MODERN KITCHEN - _ WALLS - - I 9 -- FLOORS--�'--- aRDS DING SHINGLES B 1 ��_ 2 3 _ _ CONCRETE - EARTH HARD"' D COMMCN ASPH. TILE SIDING S SIDING ,DING ON MASONRY ON FRAME _ _ N MASONRY A FRAME ATTIC STRS. & FLOOR _ IR --r)ER BLK. )NRY n AE WIRING SUPERIOR I� POOR ADEQUATE NONE ROOF 10 PLUMBING HIP BATH 13 FIX.) MANSARD TOILET RM. 12 FIX.) SHED WATER CLOSET _ SHINGLES LAVATORY _ HINGES KITCHEN SINK NO PLUMBING RAVEL . STALL SHOWER _ •OFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO FRAMING I 11 HEATING 0115T PIPELESS FURNACE FORCED HOT AIR FURN. IMS. & COLS. STEAM AS. & COLS. HOT W'T'R OR VAPOR :AFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GAS OIL NOELECTRIC TING —I d I 3HE m THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. /J 7- zY- 9,9 Z -06 o-5 1c:7440 / OPI)LA e oFF/cis j�+10/2 I. , DeY� .Tt14- k/ !86 6-17 00 0 (n,4i4 't�� c, _v O d CO) Oz� O o CL c. � ? o C3. _• y c v O CDCL o cr a O CDo CD C CO y CD O y C I � v y O co z co o O co 0 CCD WIN PAW C o O z O CD 0 m O c to m U2 0 N C O 5 N c?�m m --4 �.N O C N = n0m,o CO) CL m n y m a C-) ?-M N -1 ._+ IM NCD T FR -1��C o y N CD Co 0 : a 'oo ll^ O � P z N n o C-) I c aEr' \' CO) CD m CL N O m CL .� m N =?: d :� cr C Q7 7 W CL O oGC m CD- N a .9 m iz1 ^n w. m d co, � CD G° 'PTI to b y cc g • CD C° o � A nCD CD N CD i ate: "cl) ;. 0 �o c o o� Cn 0. (n ^+ Q7 7 'oi7 G oy O oGC cn �o" p iz1 ^n w. 0 G w G° 'PTI G o b y S g lJ z 0 w omi 0 9 O C CD01 1 I Location. No. Date TOWN OF NORTH ANDOVEFf- Certificate of Occupancy $ C� 41 4L I Building/Frame Permit Fee $ CU Foundation Permit Fee $ CHUS Other Permit Fee bL=-kAo $ V, 75�Dor— Sewer Connection Fee $ Water Connection Fee $ TOTAL $ IKO BuildiQ'I�Wctor L,2 7 0/ 9 Div. Public Works R 3 0 In V) u z to rq �- X C t�, ..r I 'r i.. 4 v 9 h W K O < 3 M N w } r y W 5 N W _ W mu L:jW L Ln L x z ;; 7 y v . z z z S LU N - vVW�� ,y Z It J W ,J,J � — < C —_L L J N .C1 .^.. N Z N N C - N N N N V r V r g , Z V r v EVi W q LL, z z �uuW - � C3 z Q z IQ W LU v V N L W N 3 V G v i in Nc tAN N 3 z m - ren z ri 00 ON 7-4 • fA rb �t CO z t c r - A. � a i a o µ j c s w � i i�P O N y E ZW vO V CC - d'O U CL. C cc A CD .c O �C o m is W= W •� a 2AC m� •� O d N c `co z c ... m c E CL-- Q: m w 0 •�:m m C. 0 N �3 w a c D c A co) CO) O .i' N G i+ E R aW m o y CD O t Cf iiC3 ' dCt O O m V y F. Zcc O � � � � c a NCO. CD C C x w• z o o D ca C co p. aro a W � u ca F- � � Z LU v m o c g y CL O � C = p C .'O. y �� p C H :3 pC S CL q7=- cn w U w rx w w cpi fz C4 w M V) CO z t c r - A. � i o µ j c s w � i i�P O N y E vO V CC - d'O CL. C �. cc A CD .c O �C o m is W= •� 2AC m� •� O d N c `co c ... m c E CL-- Q: m •�:m m C. N �3 w c D c A co) CO) O .i' N G i+ E R aW m o y CD O t Cf iiC3 ' dCt O O m V y F. Zcc O C O CD _ C_ F� NCO. CD C C x :mac N d D ca C O F- H_.. - Z LU v m o c g y CL O � = CO cc .'O. y �� o H r S CL q7=- CO z cc a t CO O � co cc j z 0 O y y E 0 CC - CD f� C 0 cc a Req #: PR9804290041 Report: PRO02 FEJR #: 980309 Change #: 0 Req Type: PLANT -REQ FACILITY REQUISITION Const Org: Title: REMOVE MEZZANINE,COL.N-Y18-26 (30-2) 06/15/98 - 15:28 Page: 1 MACCS Charge #: W980309000 Req Status: ENGINEER Wanted: Entered By: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Date: 04/29/98 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Auth: JJ1272400 Engineer: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Chgd: JJ12EO100 Proj Code: OLS2 Bldg/Flr: 30 /02 - Column: S-21 Est. Cost $: 422,976.00 �a0�5— = 6Z2 0 Room: -------------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- FPV - 106034 1,4,6,9 FPV - 106034A 1 FPV - 106034A 4,4A,6,9 FPV - 106035 4,6,9 FPV - 106035A 1 FPV - 106035A 4,6,9 FPV - 106233 4,4A,6,9 FPV - 106233A 1 FPV - 106233A 4,4A,6,9 FPV - 106234 4,4A,6,9 FPV - 106234A 1 FPV - 106234A 4,6,9 FPV - 106239 4,6,9 FPV - 106239A 1 FPV - 106239A 4,6,9 FPV - 106240 4,6,9 FPV - 106240A 1 FPV - 106240A 4,6,9 FPV - 106241A 1 FPV - 106267 1,2 FPV - 106317 1 FPV - 106322 1 FPV - 106323 1 FPV - 106565R 1 FPV - 106567R 1,2 FPV - 106572R 1,2,3 FPV - 108253 lthru25 FPV - 108911 1 Building 30-2 HVAC Part Plan FPV - 108915 1 Building 30-2 HVAC Part Plan FPV - 108916 1 Building 30-2 HVAC Part Plan -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ 23754 FD -REQ Approved: LAVACHE, PETER C Engineering Date: Approved: Environmental Date: 00 �1 Kos b Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002___________________= Page: 2 -------------------------------------------------------------------------------- JUNK FACILITIES ------------------------ OWNER --------- DESCRIPTION --------------------- STATUS ---------- TICKET # -------- -------------------------------------------------------------------------------- T# -- MW PF ---- ---- EL CP SM PT ---- WL LS TE TOT LABOR $ MATER $ ACCOUNT 01 2000 ---- ---- ---- ---- ---- ---- ----- 2000 -------- 94000 -------- 5000 -------- 50110312 02 8 3800 3808 178976 0 50110312 03 250 250 11750 500 50110312 04 40 40 720 800 37600 250 50110312 05 800 800 37600 5000 50110312 06 ---- ---- 500 ---- 500 23500 1000 50110312 2008 290 ---- ---- ---- 4340 0 720 0 ---- ---- ---- ----- 0 0 800 8158 -------- 383426 -------- 11750 -------- Approved: LAVACHE, PETER C Engineering Date: Approved: Environmental Date: 00 �1 Kos b Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002____________________ Page: 3 -------------------------------------------------------------------------------- Task #: 01 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 -------------------------------------------------------------------------------- Work: REMOVE MEZZANINE COL.N-Y18-26 (30-2) 1.Dismount and remove to salvage mezzanine structure located in BLDG 30-2 from approximately 8ft. NORTH of COL.P20-26 to 6ft. NORTH of COL.W20-26 and from COL.N-Y17-20. Refer to drawings listed on cover sheet of this FEJR. (approximately 30,000 sq.ft.) NOTE: Facilities located on and below mezzanine structure will be removed by other FEJRS which have not been finalized. Removal of mezzanine structure must be co-ordinated with these FEJRS. Contact W.P.Schultz with any questions relating to sequence of demolishing mezzanine structure. Doing Org: JJ1272300 Task Hours: 2000.00 Account: 50110312 x c y Req #: PR9804290041 FACILITY REQUISITION Report: PR002 06/15/98 - 15:28 Page: 4 -------------------------------------------------------------------------------- Task #: 02 Requester: HENDRICK, ROBERT - JJ1272400 - x 2517 - pg None -------------------------------------------------------------------------------- Work: REMOVE ELECTRICAL WORK ABOUT MEZZANINE The scope of electrical work for this order is to provide rip out of existing electrical equipment, lighting fixtures, feeders and branch circuitry located in the area of 30-2 and 30-Mezz., between column lines N -Y and 12-26 as indicated below. 1. De -energize, remove and dispose of existing electrical work as shown yellowed out on prints of these Drawings: FPV-106034, sheets 4, 6 and 9. FPV-106034A, sheets 4, 4A, 6 and 9. FPV-106035, sheets 4, 6 and 9. FPV-106035A, sheets 4, 6 and 9. FPV-106233, sheets 4, 4A, 6 and 9. FPV-106233A, sheets 4, 4A, 6 and 9. FPV-106234, sheets 4, 4A, 6 and 9. FPV-106233A, sheets 4, 6 and 9. FPV-106239, sheets 4, 6 and 9. FPV-106239A, sheets 4, 6 and 9. FPV-106240, sheets 4, 6 and 9. FPV-106240A, sheets 4, 6 and 9. Contact Bob Hendrick at x2517 to obtain marked up prints. 2. Place all existing transformers removed on individual skids for transport to surplus sales at Building 34. 3. Remove all "FAC" tags existing equipment to be removed and send to Superusers for record maintenance. Notes 1. For answers to questions regarding the electrical work of this FEJR, contact Bob Hendrick at x2517 Doing Org: JJ1272300 Task Hours: 3808.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 03 Requester: CAHILL, KEVIN - JJ1272400 - x 2858 - pg None -------------------------------------------------------------------------------- Work: FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. If the sprinkler drawings associated with this FEJR do not match existing and/or as built conditions, mark ,t Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002____________________ Page: 5 corrections on drawings and return to Kevin Cahill (X2540) or Bob Brobst. 2) Refer to NFPA 13 and Handbook 328 Section B for required Lucent standards and procedures for sprinkler additions and modifications. 3) Maintain ordinary hazard pipe schedule on all piping. Label all sprinkler piping to reflect the proper zone and direction of flow that the pipes are associated with. 4) The first phase of the sprinkler modifications requires the replacement of all overhead sprinklers. All upright sprinklers in this system should be replaced with Viking Model # 04802BABI 1/2" orifice, 155 degree F, glass Bulb upright sprinkler head. 5) Overhead sprinkler system is to remain operational before, during, and demolition work. 6) Provide shut-off valves on the main piping feeding the sprinklers under the mezzanine during demolition. This will prevent any accidental discharge of the sprinkler system should the piping be damaged during demolition. These shut-off valves are to be operated by Lucent Seven Day coverage personnel only. Valves are to be used daily to shut off the sprinkler system during construction and turned back on at the completion of work that day. Replace any portion of the sprinkler system that has been damaged during demolition. 7) Coordinate with the demolition crew the extent of work each day. Maintain maximum possible sprinkler coverage under the remainder of the mezzanine during the demolition process. Remove only portions of the sprinkler system as required to allow for the demolition of the mezzanine. Provide capped connections for the remainder of the sprinkler system that can be left operational each day. At the completion of the demolition process, remove all shut off valves installed and cap the main sprinkler piping. provide the location of this new capped connection to Kevin Cahill (X2540). all shut off valves installed and cap the main sprinkler piping. Provide the location of this new capped connection to Kevin Cahill (x2540). I Doing Org: JJ1272300 Task Hours: 250.00 Account: 50110312 v:. Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002____________________ Page: 6 -------------------------------------------------------------------------------- Task #: 04 Requester: HURLEY, PATRICK - JJ1272400 - x 3958 - pg None -------------------------------------------------------------------------------- Work: REMOVE HVAC WORK ABOUT MEZZANINE The scope of work for this order is to remove the existing sheetmetal ductwork, fans, supply air registers, control dampers, actuators, and temperature sensors necessary for the partial removal of mezzanine 'D' and the space below. 1. Remove all ductwork, fans, registers, dampers, actuators, and sensors as shown yellowed out on dwgs.: FPV-108911 Sht. 1 FPV-108915 Sht. 1 FPV-108916 Sht. 1 Contact Pat Hurley @ X3958 to receive marked up prints. *NOTE: Call Portable 28 before removing any temperature sensors as an alarm will be sent to the building management system when they are disconnected. Save all temperature sensors and control actuators. 2. Blank -off all openings to the main ductwork after removal of branch ductwork. 3. Remove all pneumatic tubing running to control dampers back to the Direct Digital Control Field Panels they run to (located in PH -14,15). 4. Call Pat Hurley @ X3958 with any questions or problems involving this work. Doing Org: JJ1272300 Task Hours: 800.00 Account: 50110312 Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002____________________ Page: 7 -------------------------------------------------------------------------------- Task #: 05 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None -------------------------------------------------------------------------------- Work: FDREQ 23754 TELE/DATA Fejr# 980309 Remove Mezzanine Col. N -Y18-26 (30-2) Tele / Data 1. See drawings FPV-106034 & A, FPV-10635 & A, FPV-106233 & A, FPV-106234 & A, FPV-106239 & A, FPV-106240 & A and FPV-106241 & A sheets 6 for locations and FDREQ 23754 for data description. 2. Remove all communications equipment from all locations on the above drawings. 3. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 4. Provide as built drawings to electrical inspector for final inspection and approval. 5. If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours: 800.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL / DATA Fejr# 980309 Remove Mezz. Electrical/Data 1. See attached drawings sheets 6 for locations. 2. Remove all telecommunications equipment from the area. 3. Coordinate additional data requirements with John Gage ext. 5099. 4. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 5. If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JJ1272300 Task Hours: 500.00 Account: 50110312 e'qse 0� E 76 7 Tc 261 TOWN OF NORTH ANDOVER NOTICE OF VIOLATION (Date of this Notice) 5// 1 Iz) z / To: III) A I 1j9C___aow639,�o17_ ame f nder' I dress of Offender (City, State, Zip Code) VIOLATION(S): Ch Sec Fine A. Rrnlll Vj'a 14 1- IW: B. C. D. TOTAL FINE .M.) P.M onlflellz_�U'L&n_� at 17: 7 (A hi) (time PA date of violation)./ I eC( �/ .96�_ - W11 5W —(Signatiur '�Winb Petson) (Dept.) I HEREBY ACKNOWLEDGE RECEIPT OF THE FOREGOING CITATION r7leol-17" Xkx1je- -127' he, ksamogo (Signature of Offender) Unable to obtain signature of offender YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER: 1. You may elect to pay the above fine, either by appearing in person between 8:30 A.M. and 4:30 P.M., Monday through Friday, legal holidays excepted, before: TOWN CLERK, TOWN HALL, 120 MAIN STREET, NORTH ANDOVER, MA 01845 or by mailing a check or money order to the Town Clerk WITHIN 21 DAYS OF THIS NOTICE. This will operate as a final disposition of the matter, with no resulting criminal record. 2. If you desire to contest this matter in a non -criminal proceeding, you may do so by making a written request WITHIN 21 DAYS OF THIS NOTICE to the Clerk -Magistrate, Lawrence DistrictCourt, 2 Appleton Street, Lawrence, MA 01840, ATTN: 21D non -criminal, for a hearing. A determination by a Judge, Clerk - Magistrate or Assistant Clerk will operate as a final disposition, with no resulting criminal record, provided any fine imposed by that office is paid within the time specified. 3. If you fail to pay the above fine or to appear as specified, a criminal complaint may be issued against you. I HEREBY ELECT the first option above, confess to the offense charged, and enclose payment in the amount of $ Signature WHITE: OFFENDER'S COPY, YELLOW: DEPT., PINK: TOWN CLERK OFFICES OF: APPEALS Fit '►►.DING; CONSERVATION HEALTH PLANNING a ,iORTiy 1 Town of a�eli�► NORTH ANDOVER ACHUSE44 DIVISION OF PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRE(:"l'OR 120 Main Street North Andover. Massachusetts o 1845 In accordance with t provisions of MGL c 40, S 54, a condition of Building Permit Number 4O is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 156A - The debris will be disposed of in: V1 n P. T: C6 n/779 iNG.f2 .edit€ -3) J (Location of Facility) f.: ,��I Permit Applicant el' F ate NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. L.,)cation No. Date �,7YT�133 C�7;�E a, on P�i� Div. Public Works TOWN OF NORTH ANDOVER Certificate of occupancy Permit Fee $ $ Building/Frame CHU Found ation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector �,7YT�133 C�7;�E a, on P�i� Div. 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O m � .•� is � Q: c v �f E 8 om • J r ; cm : m c E 2 a= COO A m 1 co O t •J� C _m G: 14: 22 Gy = y C Vim{' N o C m W m o a� os y m cr. 'o _ }- CMo= a=te O m 01 C c, Z o •C �. � O tm C i- Q m :ymCL C `m C _ m = 3 :d4- O N t- y O j- O ►- O t m m w LL .y O 'ar `O c O ac �E ti z o h CL m� c c H N h •= Q z 8a. -m. :- c_> s - O C) n W N O � CD p C Z Q O ti D � co cm I O ,- y O •O • m m Ai I-= t �3 GD O i c2c o a 12- CMQ C O CcC 0 9 d- CD V! A I M l U Oz N 4 IN CL A //� Ig lr .. 1 ;jan 14•ya uta:4la Hnupama Shridharani (781) 646-4576 p.2 i 9 NA14F pF{ F"HAL •�� COMPANY_.`I.1C-o'lw ��<. vbtD DAIS, TE UNITJ$ _ SHEET OF .,.CTD Ikk l3 �.;F 6, DATE p. Ulf rr 9 "7 W� L-&'ftpw (i) . W.I. W-5 .6L FLYh;,ZMQA9 1::t-. -IA 3i r E w f qan 14.88 08:42a ,mow F -- i /I- Anupama Shridharani (781) 646-4576 -R Ian 14.99 08:42a Hnupama Shridharani. (7811 646-4576 p.3 NAME OF nnA` COMPANY L�{�HKif�?r1L, vo�o DA ! � 11 a►� UNITS SHEET OF SUBJECT �� #�/ V IKk (U�%�t,� J.o, t3 ¢, ab DATE DATE EYT RIP -14 1j t �i"IDflLAD R,fo E�� - -► � U� E�� TA,rM rg b r, fern. IN n NO f (: Lt7GATI�5T1 r R'.S !a :� SQA ChAOLA O r-7 f 15T- - 7i� um;4ea Hnupama Shridharani (781) 646-4576 p.4 ' 17 JZ mm 417-W�IS rl M�� ° .,an i,+ ,zjzj utt:�la Hnupama Shridharani (781) 646-4576 p.? q-t,r)-A � �- 1, nr I �i `r ' ( ` 1, nr I �i Untitled 9 Hi Niru, In addition to the sketch I faxed to your home earlier today, we've got a couple more questions: 1. Your details (E and 7) seem to show a W8 connected to the W14 web o n the side opposite the stubbed out W8 which supports the Link. Is that what is intended, or are the two W81.s near the Links sufficient to stiffen the W14? 2. Detail K shows compressible filler at the Bldg 21 end of the Link w all. Is this intended for installation at the Bldg 21 wall below the wi ndows? Should it be installed all around (at floor and ceiling) or just a t the walls? Regards, Ralph In answer to the Item #1., the W8x181s on the otherside shown on modifi ed plan (SK -S9) are required to prevent torsion on the W14. For Item #2., yes, the compressible filler is required on all four side s and should be bonded on one side to retain in place. Niru Page 1 4 Jan 15 99 09:55a Rnupama Shridharani (781) 646-4576 From' Rath James To: Nita Date: Q1f 1411999 Tim: 11:30:46 AM 2 x 8 Ledger (typ) -t� wa's set at 6-8" O.C. Studs at -6--8- face to face RAIM �DRQ P• 2 Page t of 1 ., 3 Niru - How about this arrangement, to let the walkway and door frame fit together? s Req #: PR9808250023 FACILITY REQUISITION Report: PR002 FEJR #: 980612 Change #: 0 Req Type: PLANT -REQ Const Org: JJ1272300 01/05/99 - 10:41 Page: 1 MACCS Charge #: 5990004000 Req Status: ENGINEER Wanted: Title: Building 85 Installation *%0j%(0j.OX Entered By: DELONG, BEVERLY - JJ1272410 - x 4974 - pg 1755 Date: 08/25/98. Requester: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 Auth: JCO272400 Engineer: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 Chgd: JCO272400 Proj Code: MISC Bldg/Flr: 21 /02 Column: Est. Cost $: 372,660.001*z Room: r? -------------------------------- C T ----------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- FPV - 107415 6,6A,6B FPV - 107421 6 FPV - 107423 6 FPV - 109126 1,6 FPV - 109127 1,6 FSV - 404 1&2 -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------------------------------------------------------ -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 01 2280 2280 136800 0 50110312 02 300 300 18000 0 50110312 03 1500 40 1540 92400 3000 50110312 04. 120 40 80 16 120 376 22560 2700 50110312 05 120 120 7200 0 50110312 06 1500 1500 90000 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 3900 40 2000 16 120 40 0 0 0 6116 366960 5700 Approved: LAVACHE, PETER C Engineering Date: Approved: Environmental Date: _/_/_ iAlN 5 1 i ! Req #: PR9808250023 Report: PR002 FACILITY REQUISITION 01/05/99 - 10:41 Page: 2 ----=-------------------------------------------------------------------------- Task #: 01 Requester: BUTTON, CLAYTON - JJ1272400 - x 3942 - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL this work consists of installing a concrete/steel support frame for a 11 -unit temporary housing complex along the west side of building 21. Also the modules will be installed on the support frame and conencted to bldg 21. (two new wall openings, sets of double doors and conenctors in bldg. 21) Doing Org: JJ1272300 Task Hours: 2280.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 02 Requester: GALANTE, DAVID - JJ1272400 - x 4825 - pg 1724 -------------------------------------------------------------------------------- Work: ELECTRICAL/FIRE ALARM FEJR 980612 Building 85 installation All items in this FEJR write-up pertain to Drawing FPV-109126 sheet 6 Drawing FPV-109127 sheet 6 Drawing FPV-107415 sheet 6A & 6B Drawing FPV-107421 sheet 6 Drawing FPV-107423 sheet 6 ontact David Galante X4825 with any questions. Coordinate with Security -Guard Headquarters before disabling Fire Alarm System prior to commencement of work. 1. Provide (as furnished by analyst) and install 3/4"conduit, junction boxes and hardware necessary to run fire alarm cable (Audio) on address (3681) and (Visual) on address (3691) from DGP-F7, located in closet on 21-1, Col. eQo/e6o to new Building 85 attached to second floor of building 21 as shown on drawings and listed above. Utilize underside of cable tray for routing of fire alarm cable and G -rings to devices in building 85. 2. Provide (as furnished by analyst) and install (12) audio devices and (7) audio/visual devices on circuit 10 and visual circuit "J", located in building 85 as shown on drawings. Also provide (as furnished by analyst) and install fire alarm cable between new devices and install End -Of -Line resistors for audio and visual devices as indicated on drawings FPV-109126, FPV-109127, sheet 6. Refer to FSV-156 for installation details. Devices shall be from R. B. Allen or equal and as follows: Speaker cat no. ET -1070-R Speaker/Strobe cat no. ET-1070-LSM-24-VFR Speaker backbox cat no. SBB-R 3. When installing new devices between any existing devices, remove fire alarm cable between existing devices. Install new device(s) and fire alarm cable re -connect from one of the existing devices to the new device, and from the Req #: PR9808250023 Report: PRO02 FACILITY REQUISITION i 01/05/99 - 10:41 Page: 3 new device to the other existing device to maintain continuity of the fire alarm loop. 4. Tap into existing ZAS line at pull station 3626, located 10'N of Col. ePo/ ello, 21-2 shown on FPV-107423, sheet 6 and extend fire alarm cable (as furnished by analyst) into building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Utilize underside of cable tray for routing of fire alarm cable and G -rings to devices in building 85. 5. Provide (as furnished by analyst) and install (4) pull stations, (3) duct smoke detectors with (3) remote test stations and (2) smoke detectors with (2) remoted alarm indicators (LED), located in building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Refer to FSV-156 for installation details. Devices shall be from R.B. Allen or equal and as follows: Pull Station Monitor Module Duct Smoke Detector Remote Test Station Monitor Module Smoke Detector Smoke Detector Base Remote Alarm Indicator cat no. 276B-1120 cat no. M501FB cat no. DH400ACDCP/ST-5 cat no. RTS451 cat no. M50OFS cat no. 2551 cat no. B501 cat no. RA400 6. Label all devices as indicated on drawings and refer to DGP-F7 schedule sheets for device circuiting and addresses on FPV-107415, sheet 6A and 6B. Coordinate Fire Alarm Programming and Testing with David Galante X4825. 7. Provide AS -BUILT drawings for this area. Submit AS -BUILT drawings to the electrical inspector for final inspection and approval. Doing Org: JJ1272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------- .Task #: 03 Requester: THERIAULT, VERA - JJ1272400 - x 4482 - pg 0085 -------------------------------------------------------------------------------- Work: MECHANICAL INSTALLATION MECHANICAL INSTALLATION FEJR#980612 ASSOCIATED DRAWINGS: FPV109126-1, FPV109127-1, FSV-404, sh.1&2 IN BUILDING 85 DO THE FOLLOWING: A) Provide labor to fold over & install the carpet between the modular units, as required, to finish continuous carpet covering of the floor. B) Provide labor and material to tie together suspended ceiling, as required. C) Provide labor and material to touch-up with paint, as required, any new electrical, and other services (if any), mentinoned in this FEJR. Use Pittsburgh paint, matching color, to blend with the existing color 01/05/99 - 10:41 Page: 3 new device to the other existing device to maintain continuity of the fire alarm loop. 4. Tap into existing ZAS line at pull station 3626, located 10'N of Col. ePo/ ello, 21-2 shown on FPV-107423, sheet 6 and extend fire alarm cable (as furnished by analyst) into building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Utilize underside of cable tray for routing of fire alarm cable and G -rings to devices in building 85. 5. Provide (as furnished by analyst) and install (4) pull stations, (3) duct smoke detectors with (3) remote test stations and (2) smoke detectors with (2) remoted alarm indicators (LED), located in building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Refer to FSV-156 for installation details. Devices shall be from R.B. Allen or equal and as follows: Pull Station Monitor Module Duct Smoke Detector Remote Test Station Monitor Module Smoke Detector Smoke Detector Base Remote Alarm Indicator cat no. 276B-1120 cat no. M501FB cat no. DH400ACDCP/ST-5 cat no. RTS451 cat no. M50OFS cat no. 2551 cat no. B501 cat no. RA400 6. Label all devices as indicated on drawings and refer to DGP-F7 schedule sheets for device circuiting and addresses on FPV-107415, sheet 6A and 6B. Coordinate Fire Alarm Programming and Testing with David Galante X4825. 7. Provide AS -BUILT drawings for this area. Submit AS -BUILT drawings to the electrical inspector for final inspection and approval. Doing Org: JJ1272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------- .Task #: 03 Requester: THERIAULT, VERA - JJ1272400 - x 4482 - pg 0085 -------------------------------------------------------------------------------- Work: MECHANICAL INSTALLATION MECHANICAL INSTALLATION FEJR#980612 ASSOCIATED DRAWINGS: FPV109126-1, FPV109127-1, FSV-404, sh.1&2 IN BUILDING 85 DO THE FOLLOWING: A) Provide labor to fold over & install the carpet between the modular units, as required, to finish continuous carpet covering of the floor. B) Provide labor and material to tie together suspended ceiling, as required. C) Provide labor and material to touch-up with paint, as required, any new electrical, and other services (if any), mentinoned in this FEJR. Use Pittsburgh paint, matching color, to blend with the existing color Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002____________________ Page: 4 scheme. D) Provide labor to install four (4) cold -hot stations for the bottled water. Stations and bottled water will be rented from the Poland Springs Company. Place stations as shown on the layout drawing. Place extra bottles near each station, as shown. Provide labor and material to install sign onto each station (use Grady Labeling machine) to read "FOR SERVICE CALL X-2848". E) Provide labor (locksmith) and material to install the core in the single doors (4 locations - per drawing). Give keys to Cliff Hewett (see below). F) Provide labor to disassemble Steelcase 9000 series office wall panels and furniture in building 20-3 as follows: �,��� fro F�� AV -,-F * all offices not occupied in blocks "A" & "B" * peripheral offices ("X") 3X39, 3X41, 3X43, 3X45, 3X47, 3X49, 3X53, 3X55, 3X57, 3X59, 3X61 (excluding 3X63, 3X65, 3X67) NOTE: Prior to disassembling, contact Cliff Hewett for the latest information/changes. Move disassembled items to building 85. G) Provide labor to install the wall panels and furniture (see item F) as shown on the layout drawing. Work per latest drawing issue. Coordinate project with Cliff Hewett. NOTE: Lateral files relocation and reinstallation is part of this item, and will be done per Cliff Hewett's instructions, as required. H) Provide labor to install six (6) door I.D. tags on all doors, as shown on .drawings. Work per latest issue of the layout drawings. :Obtain tags from the "MACCS SuperUser", presently Don Roy, pager #1697. The tags were assigned as follows: FAC -DW -2741 FAC -DW -2742 FAC -DW -2743 FAC -DW -2744 FAC -DW -2745 FAC -DW -2746 I) Provide labor and material (ordered by the analyst) to install the building number 85 (similar to the one installed on building 84), per factory standard. J) Provide labor and material to install column designations for columns A -G and 1-5, as shown on layout drawings. To create labels, use Grady Labeling machine. Work per drawings and factory standard. Provide one (1) label for each of the following twenty-one (21) columns: A-1, A-2, A-3, A-4, B-1, B-4, C-1, C-4, C-5, D-1, D-4, D-5, E-1, E-5, Req #: PR9808250023 Report: PR002 FACILITY REQUISITION F-1, F-5, G-1, G-2, G-3, G-4, and G-5. 01/05/99 - 10:41 c Page: 5 Provide two (2) labels for each of the following twelve (12) columns, and apply them on W and E side of each column: B-2, B-3, C-2, C-3, D-2, D-3, E-2, E-3, E-4, F-2, F-3, and F-4. K) Provide labor to assist in relocation of "Bob Bartley's Team" within building 20-3, as directed by Cliff Hewett. Assist with relocation of boxed -up personal belongings, chairs, and files; as required. Prior to the relocation, Cliff Hewett will coordinate, and make sure that all items are labeled with cubicle numbers. L) Provide labor to relocate new occupants from various areas at MVW tract to building 85, as required. This move is to be coordinated by Cliff Hewett. Assist with relocation of boxed -up personal belongings, chairs, and miscellaneous items, as required. NOTE: Prior to relocations, Cliff Hewett will coordinate, and make sure that items are labeled with cubicle numbers. M) Provide labor and material to re -install miscellaneous SURPLUS furniture (tables, chairs, whiteboards) as specified by Cliff Hewett. Obtain location of items to be relocated from Cliff Hewett. N) Provide labor and material (ordered by the analyst) to install non-skid strips onto all the stairs exposed to the inclement weather (to prevent slips and falls) leading from the Emergency Exit doors. Provide labor and material to install fire extinguishers as shown on the drawings. Work per FSV-404, sheets 1&2. P) Provide labor and material (ordered by the analyst) to install one (1) ,new stretcher (in the steel box). When installed, contact Medical department, Susan Bouchard (X-2076), for inspection of the contents of the stretcher box. Install stretcher box as shown on drawing. Paint the box, as required, in the "green" color, per factory standard. Install two (2) signs on the box, as follows: 1) STRETCHER ... all caps, letters to be 1-3/4" wide by 3-1/2" high, white lettering, painted on (or use Grady Labeling machine) 2) TO BE USED BY TRAINED MEDICAL EMERGENCY RESPONSE PERSONNEL ONLY ... all caps, lamicoid sign to be 8" wide by 5" high, red background with white lettering (or use Grady Labeling machine) CUSTOMER'S CONTACT: Cliff Hewett, X-2848, pager #1753 FACTORY ENG.CONTACT: Vera Theriault, X-4482, pager #0085 Doing Org: JJ1272300 Task Hours: 1540.00 Account: 50110312 Req #: PR9808250023 Report: PRO02 Q FACILITY REQUISITION 01/05/99 - 10:41 Page: 6 ------------------------------------------------------------------------------- Task #: 04 Requester: FICKEN, DONALD - JJ1272400 - x.3473 - pg 0461 -------------------------------------------------------------------------------- Work: HVAC 1) Connect ductwork which spans the joint line of trailer modules. Connecting spool pieces have been furnished by constructor of modules. Place diffusers and flex ducts which were shipped connected but hung temporarily to the shipping cover. Restore ceilings where necessary. Refer to constructor's shop drawings for details. 2) Install rooftop units, shipped separately, along with matching curbs. Apply gasket to mating surfaces. Tie in curbs to roofing flashing. 3) Locate thermostats in shipping crates. Assure that they are the electronic type, matching those in Building 84. If not notify engineer. 4) Install thermostats where indicated by engineer, in co-ordination with furniture layout. See electrical work for feeders to AC units. 5) Install temperature transmitters beside the thermostats, and wire to Andover panel; where directed by engineer, and according to Andover shop drawings. 5) Tag units, starting from north to south, as ACDX-66, -67, and -68. Doing Org: JJ1272300 Task Hours: 376.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 05 Requester: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 -------------------------------------------------------------------------------- Work: ELECTRICAL - FURNITURE DISCONNECTION This'task is only for the disconnection of electrical furniture in Building 20-3 for use in new Building 85. 1. Disconnect for relocation electrical furniture partitions in Building 20-3 which have been designated for relocation by Mechanical. Coordinate exact scope of work with Mechanical. Disconnect and remove existing tombstones feeding furniture partitions and remove branch circuit wiring back to panel. Update panel directories affected by the furniture removal. 2. Disconnect and remove existing branch circuit wiring and devices within furniture partitions. Outlets in furniture will not be used at new location. 3. Contact Paul Sandoe at X3389 if there are electrical questions regarding this task Doing Org: JJ1272300 Task Hours: 120.00 Account: 50110312 --------------------------------------------------------------------------------- Task #: 06 Requester: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 --------------------------------------------------------------------------------- C r M I t Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 0 Report: PR002____________________ Page: 7 Work: ELECTRICAL - TRAILER INSTALLATION Scope of this task is as follows: A. Install electrical service to modular office building 85. B. Electrically assemble trailers to form one building. C. Install feeders from building 85 electric room to satellite panels. D. Install one 10kva UPS in data room. E. Install power to furniture partitions. F. Install power to HVAC units on roof. NOTE: ALL MATERIALS FOR THIS PROJECT ARE FURNISHED BY ELECTRICAL ANALYSTS OR HAVE BEEN FURNISHED WITH TRAILERS UNLESS OTHERWISE NOTED HEREIN. Reference drawings: 1. Install 8-350 kcmil, 2/0 G, 4"C from Load Center 12, cubicle 4C to panel DH1 in electrical room in Building 85. Utilize existing 4" conduit which is presently located above ceiling running from Load Center 12 towards building 85. Install new 4" conduit where existing conduit ends and extend to pullbox below panel DH1 in Building 85. 2. Grounding in Building 85: Install 2/0 between neutral bus and ground bus in Panel DH1. Install 4/0 from ground bus in Panel DH1 down to building steel below. Install 4/0 between Xo of transformer in electric room and building steel. Install 4/0 in 1-1/4" conduit from building steel down to 5/8", 10' long, copper driven ground rod. All connections to building steel shall be ^_ad -welded. 5 3. Install 5-4/0, #4G, 3" conduit from panel DL1 to panel PL2. Install 5-4/0, #4G, 3" conduit from panel DL1 to panel PL3. Connect each feeder to spare 225A -3P circuit breaker in panel DL1. Conduit shall be routed beneath trailers and utilize pullboxs located under each panel. 4. Electrically assemble all trailers. Reconnect circuits which were disccsnnected for shipping of trailers. This shall include the reconnection of all branch circuits feeding outlets and lighting. Utilize construction documents from the trailer manufacturer to aid in identifying circuiting. 5. Install one 10KVA UPS in data room. Install 4#4, #8G. 1-1/4" conduit between panel PL1 and bypass switch of UPS. Utilize 60A -3P circuit breaker in PL1. Install wiring between bypass switch, UPS cabinet and battery cabinet as per manufacturer's recommendations. 6. Install one 208/120v - 3 phase -4 wire panel in Data room. Panel shall be 30 circuit with 40A -3P main circuit breaker, and contain (30) 20A -1P circuit breakers. Connect to UPS bypass switch with 4#4, #8G, 1-1/4" conduit. 7. Install power to bay frames in data room as per FSV-153, utilizing power from panel in item 6. 8. Install feeders to each HVAC unit from PH1, sized per manufacturer's recommendations. Electrical requirements for HVAC units are contained in construction documents provided by trailer construction company. Overcurrent protection in panel PH1 shall also correspond with manufacturer's Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002___________________= Page: 8 �)ecommendations. 9. Install CII furniture boxes within furniture partitions. Install CII furniture whips between CII boxes and connect to ceiling junction boxes provided by trailer manufacturer. 10. Provide as -built drawings to electrical inspector at completion of project. Contact Paul Sandoe at X3389 if there are electrical questions regarding this FEJR. Doing Org: JJ1272300 Task Hours: 1500.00 Account: 50110312 L(,,cation No. Date TOWN OF NORTH ANDOVER 3. PAID Div. Public Works Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector 3. PAID Div. 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CJ :s r o CF a m o m o a .- y t;� �o g a E z U, ►� 3 •- CD .-NcpC m3 h —m •> > Z 0:= = H :may w O E=CDU 'COL cm 2mo� m a �: vv,o c)•�Z o CL c H cm y c �c ca t iyLD=O 'D y=••, .� � •h a t o C Z U= �E v -ovy o U= L- 00 as COD d O.5 0� = eyv �oy'o 1 Rl O 0 i7- 2 O co Ccm O C co "5 co Z d O O ti = I Ccm C o y ._ O O •g m m CD CO �= CD 3� v o L oa cc M tma Co O cc _V ca CR Z C C C.3 0 CL CO) CJ cc d' C C I CO2 D � °! OFFICE OF BUILDING INSPECIUR L1: TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL --�� l fKWl. PROJECT NUMBER: (508) 682-6483 x31 PROJECT TITLE: 1WEZZ4A1 w E � dlo V�TZoh/,� PROJECT LOCATION:-/-/-) C-,64(7- NAME OF BUILDING: bdlZ-D NG- -30,; M,4,lu;P--14e-i !J -'/.IV NATURE OF PROJECT: Fl o2J$7'E !2606 2F CIF ,11'7&Z;?41V /N& 5rWice' IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Registration No. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I, HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESICH PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT [---1 FIRE PROTECTION Q ARCHITECTURAL ELECTRICAL ! STRUCTURAL = MECHANICAL Q OTHER ;(specify)Q FOR THE ABOVE NAMED PROJECT AND THAT, TO. THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THEOAPPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN :SECTION 127.2.2.: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Special architectural or engineering professional inspection of critical construction carponents requirinig controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3 I SHALL SUBMIT . WEEKLY � :, A PROGRESS REPORT�rT���F�Tr��l WITH PERTINENT COMMENTS TO THE NORTH ANDOVER, BUILDING INSP �PoP °F2 No. 352 UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPO S TO S F C C of COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANC of MaSSQc SU CRIBED D SWO TO BEFORE ME THIS I DAY OF 19 OTARY PUBLIC MY COMMISSION EXPIRES t HVAC DESIGN AFFIDAVIT - MASSACHUSETTS / Permit No. To the (Cky7 (Town) of / VOR T H ANDOVER Building Inspector's Office: Re: LUCENT TC+4/VoLoGICS )AIC., ! I EZZANWE \D" gflvorgtiow5Ward I certify that to the best of my knowledge, information and belief, the HVAC plans and computations accompanying the attached application concerning the locus at 1600 05600.o S T , Ward are in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. STEVEN C. BOSLAND 30669 -a 9F6lfT�R�p .,� LZ ENGINEER -MASS. REG. NO. R. G. Vanderweil Engineers, Inc. Company 274 Summer Street, Boston, MA 02210 Address 617) 423-7423 Phone JAN. a�, 19 99<�i �•oC�Then personally appeared the above-named and made oath that the above statements by him is true. Before me, of Public My mission expires: Ot)4 �-- ELECTRICAL DESIGN AFFIDAVIT - MASSACHUSETTS Permit No. To the (:�;< (Town) of 1 Vo s,7H A N Dov E Q Building Inspector's Office: Re: Z UC&VT /6 H n,. e. Vro3% Vl �)ivov,4i )aNSWard I certify that to the best of my knowledge, information and belief, the electrical plans and computations accompanying the attached application concerning the locus at 1(,00 65GOo,p ST. , Ward are in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. LtN OF Mqs DARRYL ��, GALLE M H No. 34441-E JAN. al _19R9 Then personally appeared the above-named made oath that the above statements by him I vJ �2��t - 6-3444 ENGINEER-MASS. REG. NO. R. G. Vanderweil Engineers, Inc. Company 274 Summer Street, Boston, MA 02210 Address (617) 423-7423 Phone Before me, and FIRE PROTECTION DESIGN AFFIDAVIT - MASSACHUSETTS Permit No. To the (Town) of NOR -T+ Avi)ovee Building Inspector's Office j 11 Re: UCEN.o 7 1,ECN1VQ GiES IAtC•, FZZANidJ IiyE .ENOVATID/VSWard I certify that to the best of my knowledge, information and belief, the Fire Protection plans and computations accompanying the attached application concerning the locus at 1600 05600.D ST. , Ward are in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. JlgN. ;�Z 19 99 3G I70 ENGINEER -MASS. REG. NO. R. G. Vanderweil Engineers, Inc. Company 274 Summer Street, Boston, MA 02210 Address (617) 423-7423 Phone Then personally appeared the above-named C p_a - (,Op_�, !�, , CJoa�,4 `P and made oath that the above statements by him is true. Before me, ,ot ry Public Mo mission expires: f �. UlilJ/ON U0. 44 -"U110364y63 I&AIN AKCh ALL1A4\ I0001 Dean Architectural Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 FAX TRANSMITTAL To: Mr. Ralph James Date: January 13, 1999 Of: Perini Building Corporation Fax #: 976-960-3135 From: Mr. Paul Brown Time: 10:00 AM Project: Mezzanine D Pages: 1 including cover Copies to: ❑ For your use ❑ For approval E]As requested ❑ For comment ❑ Original copy to be forwarded under separate cover MESSAGE Sketches of proposed changes, attached. First change is at bottom of stairwell. See architectural and structural drawings. Second change is at area of existing HC toilet room. Gene knows what this is about; see structural sketches only. Thanks, Paul B. File: DOCUMENTI ivi Vk LV/ov vZP I LbultJJO3bOJ lits\ exon �LLli;\ Jan 12 99 11:24a Niru Shridharani 781-391-1284 Nap n eciS`i +l N , C, Ta i L coLlJtt3onATlVC ENQINEE1i(N0 Sr-IiVICES, IF1C eitnrrl lug 1 ui: 1 92111jol81teel CAtCIIIAIVI)fIYti VCt._OAIE ' /t2 /9`t Med1ad, MMLSM11,190113 02155 CI IFI M)IIY DATE Tel $0 791=381-9965 r-ox0 781 1284 SCAI.r: ^` X'v % I Z i L Z �Z Z JZ ��� �cc. A/\ L U C E h1 'T TE C W ell O L O '6 1 1G S I N C. P4 E't'i A N► ni ED a 1Lo.c 3 0 WJUUb p- 2. CU -T w 12 wiz , -- A A �- iu t1 F Cu PL A14 WJUUb p- 2. v.li Zvi .70 vv. Y 1 UU11 0004v Uv vzAiN : Ak n yLL1A.N wj vvv Jan 12 99 02:51p Niru Shridharani 781-391-1284 p.2 GOLLABORMIVE ENGINEERING SERVICES, INC 91 W, F.I CALORrniFulzY ons�� 92 11101 811 cel Mediad, Ma.wclnc;o119.02155 c:�+FckeuUy antE Tei # 781-391-9965 Fex# 781 1284 SCni E d 4-� -�Ncv� Com 2� Ex, w l$ NEw W8 8" 4R+c NT SASS Vl 1 • V zV W S - ..i. - .II v71. YV V U1 I JJ03�OJ DhAA AX(,h ALL1A.N •v 5 ig 004 1- at ul.lo..10 UV. 40 uol10004aoD AWh ALLMA U CL OF NEW STEEL 12'-6" wj uus � ^ l l n ►v C� C �z D wj uus UI/lliiay Uy: 45 IM113384985 DEAN ARCH ALLIA\ Z002 O n C 6-rl t S 0� O -' z ' D p I N < rX D _-u 0 r� I N c °' ' mD -I D r G7 � m Mi 0)I w C> I I D 0 c) coo 0 f - I , co Z 0m o0 m (D 0 Z m m U'- �- i i i I i 4'-9" I c P p I I N m - o II N N -� i I I I I UP c Zrm- \ - N �Q� I I I I 6'-0 1 /8" z to _ I I m ALIGN '-5 1/4" '-8 7/8' O TO CL Orr o TO CL OF NEW STEEL � NEW STEEL T-6" 12'-6" 5/8" '-3 1/8" t I D Mm mm 5 P M m M m a ( in �n j I c� n C C7 C -� XZ �Z Req #: PR9807160009 Report: PRO02 FEJR #: 980508 Change #: 0 Req Type: PLANT -REQ FACILITY REQUISITION 10/02/98 - 07:53 Page: 1 Const Org: CONTRACTR MACCS Charge #: W980508000 �JTitle: MEZZ-D RENOVATIONS -OFFICE AREA Req Status: CONSTRUCTN Wanted: Entered By: SCHULTZ, WALTER -'JJ1272400 - x 3133 - pg 0074 Date: 07/16/98 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Auth: JJ1272400 Engineer: SCHULTZ, WALTER - JJ 00 3i'Z}74 Chgd: JJ1272400 Proj Code: OLS2 t Bldg/Flr: 30 /02 U Column: P-21 Est. Cost Room: -------------------------------------------- RAWING NUMBERS SHEET NUMBER(S) COMMENT ------------------------------------------ --------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------------------------------ -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # --------------------------------------- -------- ----------------------=-- ------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ----- - 01 1500 1000 3000 2000 1000 1000 9500 446500 515000 50110312 ---- ---- ---- ---- ----- ------- - -------- -------- 1500 1000 3000 2000 1000 1000 0 0 0 9500 446500 515000 ------------------------ --------------------- Approved: ___ Approved :�/L i C�w�. G„ --�— ` '• � ' v" Approved LAVACHE, PETER C Engineering &Erornmentall Date:// % " Date:�2 /2/� it (�Vff� i i 1 r-,-- Req #: PR9807160009 Report: PR002 FACILITY REQUISITION 10/02/98 - 07:53 Page: 2 --------------- ------------------ ------------- Task K 01 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 --------------------------------------- Work: MEZZ-D RENOVATIONS -OFFICE AREA 1.Provide labor and materials required for MEZZANINE -D- renovations (OLS OFFICES) as indicated on enclosed drawings (24 SHEETS) dated 11 SEPT. 1998 and PROJECT MANUAL dated 11 AUG. 1998, revised 11 SEPT. 1998. Materials shall be ordered by analyst, except structural steel shown on structural drawings S1 & S2 which shall be purchased by contractor. NOTE:FURNITURE FOR THIS PROJECT WILL BE PURCHASED BY FUTURE PO#XXXxZXXX, MATERIAL COSTS ARE NOT INCLUDED ON THIS FEJR, HOWEVER INSTALLATION MANHOURS ARE INCLUDED. Doing Org: JJ1272300 Task Hours: 9500.00 Account: 50110312 ��• ��• Yy V V1 / JJO }7JJ llbAN ARCH ALL1A.N 1 001 07> Dean Architectural FAX TRANSMITTAL Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Mr. Ralph James Date: January 13, 1999 Of: Perini.Building Corporation Fax #: 978-960-3135 From: Mr. Paul Brown qj:�S-6 Time: 10:00 AM Project: Mezzanine D Pages: 1 including cover Copies to: ❑ For your use ❑ For approval ❑ As requested ❑ For comment ❑ Original copy to be forwarded under separate cover MESSAGE Sketches of proposed changes, attached. First change is at bottom of stairwell. See architectural and structural drawings. Second change is at area of existing HC toilet room. Gene knows what this is about; see structural sketches only. Thanks, Paul B. File: DOCUMENTI D �—=�/- i u.lIovuYVQO Lr.:iL� AW n ALLIA:\ Jan 12 99 11:24a Niru Shridharani 781-391-1284 Toif COLLASOnATIVE ENOINEEnINO SNIVICE9, II10 92 11101 sl, eel c clnAlFMIY. D1) Mediad, MOriS(u;l"molls 02155 TON 78I-391-9465raxiN 781 r: 1284 scni�F!)ttY_ t)ATE f3C,oa �rl L 2XZX2)ZK+�4 -`3/i ` —� SEC, A/1 LucENt -T TEGWNOLp•61NG ME ED BLD<rt 30 w}2 N 3 wi uub P-2. LJ vlIvvv.*vuv UL.:1t\ iron W -j vvv - Jan 12 SS 02:51p Niru Shridharani 781-391-1284 p.2• COLI-ABORIITIVE ENGINEERING SERVICES, INC 9I11_rI - _ I or._ I 9211101StMel CALCIHAIRMY-JDL pA{E `LLi9B Medfad, Maqs8cllu:;olls 02155 (3IFCREDUY ()AIE Tel X1781=381-9965 Fax # 781 1284 I E,tIST. C'� r�EptACE e -G RkLOC A -TE I � 4- � � �--� N c •,� C o t� 2GX.\Aj18 NEw Wg8" QR�sN7 -i"-I a LiS� 3+3 3 0 1 �, z t,J A DtAIv NK ,b ALL1A!N — � s � N P 04 10004 I V1/ 1V/ ✓A Ute. YJ w U011J.304y6J VhAIN : NUB ALL1A\ moi. iv. of u�.s:7 Uol/3354 `J tia Y Jw DEAN ARCH ALLiAN I oz� �� a UP I L 6'-0 1 /8" D p � < D N > �x i D_ p O r I N O D - m D D r z r rq rn I Lo -A om. o7\ � I I I � I C D N ---- --- -- --- ALIGN 7'-6" L 5 A I UP I L 6'-0 1 /8" i -%7/8 T NEW STEEL � � N O D 1-1 LO --i rl m r X O C:c cz D r I I. I ' 4'-9" UP I L 6'-0 1 /8" -%7/8 T NEW STEEL U002 s �7ilwq D I o c� m o p to Z om o rri -n o z -n m K co JMm Z r N z f m 1/4" TO CL OF o NEW STEEL r4 5/8" '-3 1/8" t WILLIAM J. SCOTT Director (978)688-9531 Town of North Andover NORTH OFFICE OF?Oy t<`eD e•a�OL COMMUNITY DEVELOPMENT AND SERVICES p 27 Charles Street North Andover, Massachusetts 01845 �gSsgcHuS�t�h Fax(978)688-9542 April 2, 1999 fi�fA Mr. Robert F. Bartley Building Electrical Supervisor Lucent Technologies, Inc. 1600 Osgood Street Bldg. 20-3X67 North Andover MA 01845 Dear Bob, I have reviewed your request for an interpretation on Chapter 141, Section 7 of the Massachusetts General Laws concerning "Non Applicability of Statutes. As the authority having jurisdiction, I have determined that you are in violation of Chapter 141, Section 3 of Massachusetts General Laws. Regarding licenses the technicians shall be required to possess a certification D systems technician license. You have the right to appeal this decision to the Board of Electricians Appeal Board. Write to: Board of Electricians Appeals The Commonwealth of Massachusetts Division of Registration 100 Cambridge Street Boston MA 02202 Sincerely,yours, Ja s DeCola, JD:jm EectricaInsp ctor BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH .688-9540 PLANNING 688-9535 3/29/99 Jim Decola = Elect. Inspector Building Inspectors Office 27 Charles St. N. Andover, MA 01845 Dear Jim: I havt been_requested to investigate a Practice here at thLucent facility .facality at _1600 Osgood Street in Noah Andover. This practice involves our current method of installing data and communications wiring throughout the plant. Because of the fluid nature of our business and the fact that we are the world leaders in the manufacture -of data and communication equipment, our network of Data and Telephone Lines is constantly being re -arranged or upgraded. Our current process is to have Licensed Electricians install the raceways , mostly in the form of cable tray, and the drops from the cable trays in the form of a conduit or a telepole. With this -lone, we rely upon specially .trained Technicians to lay -the cables and perform the terminations and splices for these lines. These Technicians are not Licensed Electricians, however the lead man in their group is Licensed and he performs incidental tasks that fall into our defined category of Electrician work. We base our practices, as described above, on the Massachusetts Electric Code of 1996 which states in section 14.1:7 under "Nonapplicability of statutes" that this.code does not cover "work in connection with the installation, construction, maintenance, repair and renovation of telephone equipment or computer systems by a person, firm or corporation primarily engaged in the telecommunications or the information system industry". In that we are a major element in the telecommunications and the information system industry , we interpret that we are in the same exempt status as the elevator industry, the power transmission industry, the power generation industries and the railway industries, as noted in the same section. However, we feel that it is in our best interest to have licensed electricians involved with the raceway installations and our technicians involved in the actual cable installation and termination. As the authority having jurisdiction, I am requesting that you confirm that we are not in violation of the Massachusetts Electric Code, and that we are in fact exceeding the requirements of the current statutes by our involvement of licensed electricians for raceway installations. Sincerely yours, Robert F. Bartley Building Electrical Supervisor Lucent Technologies, Inc. 1600 Osgood Street, Bld. 20-3X67 N.Andover, MA 01845 P --z—, ^' cc: Pete Lavache - Building Maintenance Mgr. J' Mike Schrowang - Machine Maintenance Mgr.1, PR a Pif v � LLJ rn a' Lij O U z Liu X ivy CONTROL The Commonwealth of Massachusetts a State Board of Building Regulations and Z Standards TOWN OF NORTH ANDOVER Z Masaachusetts State Building Code BUILDING DEPARTMENT • • 760 CMR P APPLICATION TO CONSTRUCT, REPAIR. RENOVATE. CHANGE THE USE OR OCCUPANCY OF. OR DEMOLISH ANY N Bt=ING OTHER THAN A ONE OR TWO FAYII.T DWELLING n� y \" TbL seetim For Otnolal U.a Only.. Permit Number. Datt Jawed: Z'%,Aj e 4 BulldttV Caaartsalooet/Inapeaorof Bu9dm�r Date 88C210N 1-, STYE MFORYATIOFi 1.1 Property Address: Q 0P S7- /boo SG► 1.1 Assessors Yap t Parcel Number. Map Number, 'parod Number, 1.4 Property Dlmeadoaa: USDo Fr l.ot Are is l F ontsae IN /� �o r rT V -PO YCR -.MA, ,, 1.3 Zen In Information: Zowry Dlttrtet Proposed Use 1.6 Balming Setbacks tRl IVO L. . Front Yard Side Yards Frear Yard Required Provided RegWred Provided Requited Provided Ob / 230/ 4r ZSQ L. 1.7 watsr Sup* OLG.L a. 40. S 54► Public 00- Private O l.a Flood Zone udormatlon: r Zone: Outside Flood Zone 1.8 S*vMe Disposal Spstam: Municipal O On site disposal system 80=08 2. FROPSRTT OW SWF/AVMOR12ZD ADM 7 21 Owner of Record: L udgWr Zft- 044 i9-AC5 .7AK /�/G4� G�S'GDOD tST. Name (Pruni 960 _ Z6/0 Add Stptature Telephone •L�! 2.2 Authorized Agent n �j p T al $014 Q0 -TG N'me D-/°eea�1� 19N.DDdEQ , MA. 5=1 ON 3 • CON'Ti[SICTION 11MVICES FOR PRWEM LESS.TEAK 35.000 C=C 7= 0! Ei'ICLOSED SPACZ 3.1 Llcens ed Comtrnatloa Ssipsetkmr.. S-n,y E y Not Applicable O DG 1 y.32 Uomaed corwrucuoon supov"oe: U.Number /99 Addm# sw ature Telephone 3.2 Re&tered Home Improvement Coa r. Not Applicable Company Nm Peciptrawn Number Add1tle SlRnarure Telephone Expuamn ate ==ON 4 -WORKEU courmAnom IMURANCZ Arm&= (M.01. c. 152 8 25qb)J Workers Compensation Insurance AdIdAvit must be completed and submitted with Uus application. Failure to provsde this &Mdavit wUI msult in the dental of �I issuance of the budding perrWL SjpedAflj&vjtAa&chtd No ...... a SWnON. �& pROFEWONAL DENGH AmD.coN3TRVCrION.SffJMCZS --FOR BUMJ)INCW'AND WWCTURES SUBJZCT .To COKMOLPURSUANT To 780 CUR 116 (COICTAMMQ� MORE Tw 35.000 OPENCLOG= 00"TW=off 5.1 Rijistared Architect: Not Applicable a amN mc,4errenoRAL Rearmoon Number Nam (ftPuzatl: A"am Expusuan Date swature Telephofw__ _5�2 Registered ProlamdON&I C00606f(sk- cot -9a Am of ROSP"11WIV S017? D2106- Z1904 Rapatmoon Number Mdnm MCIO "ap 78/ - 391 - 9,1 cr X0 #w— . 3W&mm Tcleptwnm Upuawn Date R.Cr. YWAIRMW616 614�� Area of RespombtUty NUN 271Y samAlele 30719 4/07R7 ftoonsom HI, Addmm (P/ 7 - 4125 - 7VZS 4n�g POP 7r it , A& IrwCk/,V/ - ,P d Ttlephane ExpLmoon Date -rdc— CIO/& SOME Am of PASP=="W dRel7e e A JW. PAIV1e4__ Joi i i i4 Expusoon Do Telephone Am of PzspOrWWUq Addras Repasuan N-, swature Telephone Erptration Date L3 G�sral C4mtr&ctvf &.e0l 94)14,01A/� —Not Applicable a C-np-w p.mponwhic in chwgc of Construcuon ?0. zeox A*� Telephmw SECTION 6 - DESCRIPTION OF PROPOSED WORE (check all applicable) New Construction Existing Building o Repair(,) o Alteradon(sl o AddiUon 0 Accessory Bldg. O Demolition Other O Specify: Brief Description of Proposed Work Fy�ws N /N5r*44 �LDD SF, h�/G,y I/D�T�AG E 8�1��D l�tlG 13�o SF�t�4�E' leu/��w�. - M�.yoX siT� F�E7V1� L / T/ON SECTION 7 - USE GROUP AND CONSTRUCTION TTPE USE GROUP (Check w applicable) CONSTRUCTION TTPE A Assembly O A-1 O A-2 a A-3 O A-4 O A-5 0 IA 0 1B O B Business a 2A O 2B 0 2C a E Educational D F Factory 0 F-1 0 F-2 a B High Hazard O 3A 0 38 O I institutional 0 1 i O 1-2 0 1-3 O M Mermntile 0 4 0 R Residential 0 R-1 0 R•2 O R•3 D SA a 5B 0 a Storage 0 S-1 O — S-2 0 U Utility Specify- L M Mixed Use _Spec fy; e Special U=__O Speci(y: COMPIZM THIS SECTION IF EXMMNG BUIIDUVG UNDERGOING RENOVATIONS. ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34)' Proposed Use Group: Proposed Haard Index 780 CMR 341: 6=1 ON 6 BUILDING EMOM AND AREA. BUHDiNG AREA Existing (if applicable) proposed Number of floor or stories include basement levels Floor Area per Floor (4 — Total Area (30 Total Height (n) SECA ON Q• ffMVC.IVM I= REV= (M CMA 110.11) . . Indepemdeet Structural Engineering Structural Par Review Required yes ...... 0 No...... 68CTI0N 104 - OWNER AUTBORXZA370R - TO an. COLLETED WEMS OWIVMS AGENT OR CONTRAcroit APPLms FOR BUMMU40 PERMIT ��C 1' . as Owner of the aubjeet property herebyauthorize �?'� V T eSSwgr4 S X)/ 1� to act on my behalL In aU matter relative to work authorized by this building permit application. fEts 1,906v� X�8 99 - manue of Owner d I zt7 << P . . - SECTION lOb - OWNER/AUTHORIZED AGENT DECLARATION 1, ----- orAN4f Y e%, S%1/FieClI gsoq a, ~4 wn" Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate. to the best of my knowledge and belief. Sheet k Signed under the pains and penalties of penury. _ STANLEY X Print NAM ,LoOd" OZA04A s'laG /9 y t vara a 0f 1' ate tlECTION u . ESTEKATED CONSTRUCTION COSTS Existing Conditions Site Plan 21 Item Estimated Cost (Dollars) to be ometal Ilse OnFy ^ . Site Pton completed by permit applicant E-3 1. Building DO (a) Building Permit Fee 23 E-4 000 >Nt�u� (FVtOre) 2. Electrical fl -(b) (b) Estimated Tota Coat of Dwog# Architectural 25 26 Coostrucuou from (6) : 17is t� Qoz>:. 3. Plumbing ' Balldtng PC tree (a) s (b) b 4. Mechanical (HVAC) A.-2 5. Fire Protection 28 6. Total • (1 + 2.3.4.5) UQv ;...... Check Number 95y'3 Exterior Elevations, Building Section rT OF DRAWINGS N1� Y 7, l 9 9 9 h�e9 t # Sheet k Dw0 =sCivil ���� Sheet 20 E-2 2 C -i Existing Conditions Site Plan 21 E -2A 3 C-2 Site Pton 22 E-3 S 4 C-3 Detaiis 23 E-4 5 C-4 (FVtOre) 24 E-5 Sheet `( Dwog# Architectural 25 26 E-6 E-7 A -i Site Plan 27 E-8 A.-2 F;ccr a'.an 28 -9 A-3 Exterior Elevations, Building Section 29 EE -10 ( 9 A -e Wall Sections 30 E-11 > ;0 A-5 Details 31 E-12 •1 ( A-6 interior- Elevations 32 E-13 A-7 Door, Window Detoiis and Schedule 33 E-14 > i3 A.-8 Storage Building Plan, Elevation, Building Section Sheet Dw "- Structural 14 S-1 Found., Framing Plans 15 S-2 Plan and Sections 6 S-3 Detuils and Sections Sheet D'VQ = Mechanicat 17 M-1 Legend,Schedules, Details i8 M-2 Floor Plan Electrical Legend and SCh.eChAeG, 'and _=toils Site Plan Overall One Line Diagram A Switchgear One Line Diagram Panelboord One Line Diagram Switchgear Elementary Control Diagrams Switchgear Elementary Control Diagrams and Elevation Area Pian Grounding Crid Plan Grounding Grid Details Lighting Plan Power Plan Storage Building Power, and Lighting Plan Details pwr 104 AN Q cuN 0 z P, F O O CD O y U .y O 0 o � .� °' v 'O �u CD P4 v �..i _cc .., CL CO) � O O_ .v � CO C O O L) S ey C. CO) LLI C W W CcW O u. v 0 F w p r� O a: U a a. o W 0, c a o a W w cn c w x p p 0b c w z w � w w r� V) x E V) O O CD O y U .y O 0 o � .� °' v 'O �u CD P4 v �..i _cc .., CL CO) � O O_ .v � CO C O O L) S ey C. CO) LLI C W W CcW .5 0 a� c H'c2 2 Vc 2 C N C *—O, O 2:vV Z: /J d C O O � P �Ea 0 A Ci 00 m `� a y �c0_�'�3 y m � O • •_ — m Q � = C y C y E cc c a ; C: � �. .��0 �cmo� r a N _ p• OC m 0 S ,Z O O w 8; 01 C 0 OCL �m = o ; d 0 N O r y m � m VU NJ C eo = 0 � O C_ .� C: m •y 0O Q h CL. O O:a x o .0 0y•= O �a�m� O O CD O y U .y O 0 o � .� °' v 'O �u CD P4 v �..i _cc .., CL CO) � O O_ .v � CO C O O L) S ey C. CO) LLI C W W CcW Q cuN O z rl s•. x`n w 0 o Q) v W. n cz U z A o b ° U E U w 0 H U W aa o cn r. C4 O W C2 � cn cto wo 0 U a 7 C4 m w W a o cn 0 cn O o N E O Z co l CL O y � C CD cm CAco G -CO) C) •O d O D co C Z CD V y m c M — C 4 - .co) 1 U) w W Irw U) c� c r- :. o a� c fA V. O L c •- •z J: o Ccc o � P :CD Ea •L CD o . ts �-a ..: h EE D .00 Z u cm A= E L y CIO ma m L L y m y • 3 ai� Q� m CO) � c y C CA l••: = CO) p 4 Eo av m ��L o 11 _ rno c 9 v 'Qco� m v�' y � "' O S .,j ..• zo Z c ` c 80 a c v = m m=CD 3 a N F., H o O = tO mU. rr .t y c° f:. M .Lra o..5 c O 'r m .y Z O V e�mvcm H a a 0.5 0:5 .0�y'� S o x t ISa.-m O o N E O Z co l CL O y � C CD cm CAco G -CO) C) •O d O D co C Z CD V y m c M — C 4 - .co) 1 U) w W Irw U) c� 10N N O z ri R-71 xv� w A 04 O �4 v u �G o w cn U z z Q "� Gi n w° C:4 T y m x o H U W w O w u ~ W W .G a ' u c� w p F U w z U °�° 04 �a w w d A W a W u c' 6 2 , cn E U cn 041" .y CD CLL co t 0 CD V i7 C* O .Q CO) O .0 c. CO2 I i O CD i..i y C O QM C O •� oM W m cc LLJ 0 U) LLJ U) CcW W crw LLJ c I� cc o as c o c ` c �o Q L p Ea %J: o o a c D C o mm a %` CO .j y v! m 3 Qf m> y L, =�C y C : y m O m c c CLC.).: m y m CD � �C O G y Q C . d C A � Z 4 r C ` O G C S `CD 3 c N m mL Om r Q H W o y0, =.Cm -. O.0 LL.�, •c", C A d.0 .0 `- m y Z O C.3 CD Q _H a CA m� o CD =a CLI. m� 041" .y CD CLL co t 0 CD V i7 C* O .Q CO) O .0 c. CO2 I i O CD i..i y C O QM C O •� oM W m cc LLJ 0 U) LLJ U) CcW W crw LLJ c I� cc Location c1c, No. Date 140*,rh TOWN OF NORTH ANDOVER % Certificate of Occupancy $ *4),e ee- Building/Frame Permit Fee $ S CHUS Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ !!$20 Building Inspector -06� 14:23 11,408.00 PAID Div. Public Works C" Cn Cn O z 1L CONTROL The Commonwealth of Massachusetts -- State Board of Building Regulations and j Standards TOWN OF NORTH ANDOVER Massachusetts State Building Code BUILDING DEPARTMENT 780 CMR • • APPLICATION TO CONSTRUCT. REPAIR. RENOVATE. CHANGE TSE USE OR OCCUPANCT OR. OR DEYOUSH ANY BUILDING OTHER THAN A ONE OR TWO FAAMT DWELLING Tbl& Section Per Official e Only . PermltNumber. DateIsmed: S't4"e 4 / BulldtnSCounro mer/huPeaoro[BuWmp Date 3=0191- SITE INFORMATION 1.1 Property Address: 1600 os6rooD sTr' Wo, AV -PIC Ye e . MA, 1.3 Zola j latorlastim: -z•2 7oalry Dlsm Proposed use 1.6 Banding sethat:ts (ft) / QIb L. F 1.1 Assessors Yap t Pared Number. CD 3 b 0 1 - Map Number Parcel Number 1.4 Property Dimensions: /60 PC. Vsoo Fr lot Mrs IrA Frontage IN Ptont Yard Side Yards Required Provided Requited Provided '00*N Od 730/c, 1.7 Water Supply CbLG.L. e. ao. $ St) 1.5 Flood Zone Information: s, Public 00- Private a Zone: Outside Flood Zone SECTION Z - PROP131W OWNEitSM/AVMORCMD AGENT . Rear Yard Required provided 1 2.36 L, 1.3 Sevsge Disposal System: Municipal a On site disposal system 2.1 Owner of Record: L a c.EMr 7rc ,o 4y &1,rs .lam /Goo Ar&oDG Jr. NAM lPrtnU 9Go - ZIE/ Address /�o. A�.oavE� _ A. mum Tekpham 2.2 Authorised Agent 1NcPO. fox 78 S S=ON 3 - CONINTiWC ION SEW[CES FOR PROJECTS LESS.TUM 35.000 CUB1C.tM Of ENCLOSED SPACE, 3.1 Licessed Construction Snperviser. Not Applicable a S` 1-400&e y 7, xc ? Licensed Construenon Sup=vkm. CS (9 (v / y3 3.2 Improvement 60 - D Tekphone l�osnss Number P.xptr.pon D*FA Not Applicable Repovauen Number Addnbs I Expusuon Dab Sy{Nture Tekohone SWnOX 4 -WORMW COIUTM&TION UGURMCZ A"MAVIT (ALG.L c- 1615 25QG)) Workers Compamation Insurance &M"vit must be cOMPIcted and submitted with this application. Failure to provide this affidavit wlU result In the denial of U ismance of the buLkiLng permit. Signed AMdavlt Attached Yes...... If No ...... 13 =noK..& PROFZMOKALDMGM AND CONVMCTIONSOLVICES-FOR SUMMOS AND WMCMM SUHA= To CopW==Olg COXTROI, pMUART To ?so c3a lis (CONTAMMO. MORE TRAM 35.000 CJr. OF,ZXCLOSM 5.1 Rogtotn" Architect. DUN Aecheaven-w#-L Azzy*,QCe Not Applicable a Nun (Rep /79 6buro Sr. AW NN; M14, Reautmoon N..nA,- Addresi Telcphone E901dan Dam 5.2 Registered Profmatemal EaSiDeOr(s): CO e. dA Al 000 or A146 1&4drXIM6- SAWic&3 Area of PAspon&IMIY z / IFO-V AddressPas"Moon CROW 34PFwcm Telephone Number Expnnon Dots te. 4CWLA�CS 1AX, Name 27'/ ul V%M At eR 3T. 4 80 5 To 0 R, 1W o Area of ResponsibLUty 307-0 t 44074F PApagman N,,-d— Ate~(9/7- 1/25 - &Tx,q•AWurwCtv1w1 SWMM- Telephone • Expimoon Date ZOVOC Nam? laq Ana of RmpwwMW Add—ao'pq Teirphone PAOwnum Number Erpuson Date NAMC Am of ResponaMM Addnm Unture Telephone Reswundon Number Expimoon Date IL3 Gmeral Contractor *A*?Nl AWZPA/4, 40, &C. Not Applicable o COMIaM Nsmc 5-r,4)jzlf,v %rd Plospons" In Chap of C;onsvucU= ?'0. �x A. AddU ft -n— I/ TCkphow ;! . Jw' e, SECTION 8 - DESCRIPTION OP PROPOSED WORK (check all applicable) New Construction Existing Building o Repairisl o Alteration(sl o Addition 0 Accessory Bldg. O Demolition Other o Specify. Brief Description of Proposed Work AJ6V1SN I'102AM"BcJ��o%f!� 4 &n -o- S45 MWAH" �u/LD�iVrr A/I �it/DIZ S/TE QEN9oL 1770// SECTION7 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly O A-1 O A•2 O A-3 0 A-4 O A-5 0 IA 18 0 0 B Business O 2A 28 2C O 0 O E Educational 0 IP Factory O F-1 O F-2 0 H High Hazard 0 3A 38 o 0 1 Institutional O 1.1 O 1-2 O 1-3 0 M Mercantile O 4 0 R Residential O R-1 O R-2 o R-3 0 SA 58 0 O S Storage O S-1 O — S-2 0 U Utmty Specify e M Mixed Use _SpKVy . OQAZ A z 0 UZZ =33 227 Men a =2 e Special Use O Speetfy: COMPLETE IM SECTION IF E =NG. SUQD= UNDERGOING RENOVATIONS. ADDITIONS AND/OR CHANGE IN USE Eidstirall Use Croup: Existing Hazard Indez 780 CMR 341: proposed Use Group: Proposed Hazard Index 780 CMR 34): SDC [toll S NUMDING BEIt1HT AND AREA . BUBDING AREA Existing (U applicable) Proposed Number of Floors or stories include basement levels Floor Area per Floor Istl — 1 Total Area 130 Total Height (It) SECTION a STRUCTURAL PEER REVIEW (780 C>1ttR 110.11) .:. •. lrrdepetident Structural Engioeertng Structural Peer Review Required Yes ...... a No...... .SECTION 10* - OWNER AUTHORIZATION -To 3E.COLLETED WBEN OW?GMS AGENT OR CONTRACTOR ATl'LTES FOR BUMMING PERKIT ' , I' as Owner of the subject property hereby authorize SrLi/1/Lis y Sr S&MA eC' Y fit to act on my behalf in all matters relative to work authorised by this building permit application. Q 54matum or Ow he. Date II SECTION 10b - OWNER/AUTHORUED AGENT DECLARATION 1. �ANLe y V I S-Awgr eme soq TU, x"-9WW?/Author1zed Agent hereby declare that the statements and information on the foregoing application are true and accurate. to the best of my Imoakdge and belief. Slgned under the pants and penalties of perjury. STANLEY .% Print 9A�� 9!eI4 (2 lgmtwe of t IV f Dare MIECTION u - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Donn) to be Ofllclal Use Only : completed by permit apppcant 1. Mcling p0 1a1 Building Aenmit Fee 000 '�' Multipher (b1 Estimated To- Coat of .:. Couatructloo from (W . Q�G,S:..:. 2. Electricalv fl 440 ""� Q"0 010 3. Plumbing ' Building Permit nae W = (ro) . .. , 8 . 4. Mechanical (WACI 0 , 5. P1re protection, ti. Total . (1 2 r 3 . 4+ 5) 25 UQ ;...... Check Number IST OF DRAWINGS MW Y 7.,/9?? w Sheet # DWQ # Sheet # Dwg # Civil 19 F-1 1 T-1 Title Sheet 20 E-2 2 C-1 Existing Conditions Site Plan 21 E -2A 3 C-2 Site Plan 22 E-3 4 C-3 Details 23 E-4 5 C-4 (future) 24 E-5 Sheet # DwQ # Architectural 25 E-6 26 E-7 6 A -i Site Plan 7 A-2 Floor Pian 27 E-8 8 A-3 Exterior Elevations, Building Section 28 E-9 29 E-10 9 A-4 Wall Sections 30 E-11 10 A-5 Details 31 E-12 11 A-6 interior- Elevations 32 E-13 12 A-7 Door, Window Details and Schedule 33 E-14 13 A-8 Storage Building Plan, Elevaticn, Building Section Sheet # Dwo ## Structural 14 S-1 Found., Framing Plans 15 S-2 Plan and Sections > 16 S-3 Details and Sections Sheet # DwQ # Mechanical 17 M-1 Legend,Schedutes, Details / i8 M-2 Floor Plan r Electrical Legend and Schedules, and Details Site Plan Overall One Line Diagram A Sy,itchgear One Line Diagram Ponell3oard One Line Diagram Switchgear Elementary Control Diagrams Switchgear Elementary Control Diagrams and Elevation Area Pian Grounding Grid Plan Grounding Grid Details Lighting Plan Power Plan Storage Building Power and Lighting Plan Details e4 . i R.", t 0 o cz Or.> 6,c 4 o a i 0` v co Z Pd _ o a cm a CO) C— �Q- 'g m m O L- CD � O 43d CD 0 Cc v � 'Q' w Z -r iV O. p a -�w �, z c 8 0 w cY w rx U w w w rx4� w w as V) V) o 0 i 0` v co Z _ o = cm CO) C— G 'g m m O L- CD � O 43d CD 0 Cc v � 'Q' co)C Z -r iV O. p C t{ - CO) O r^ V DIVISIONS 11 and 12 Not Used DIVISION 13 - SPECIAL CONSTRUCTION Not Used DIVISION 14 Not Used LUCENT HIGH HOUSE 3/15/99 TABLE OF CONTENTS LUCENT TECHNOLOGIES TOC - 2 SECTION 01000 GENERAL REQUIREMENTS SECTION TABLE OF CONTENTS 1.01 Related Documents 1.02 Project Identification and Requirements 1.03 Specification Information 1.04 Definitions 1.05 Industry Standards 1.06 Codes, Regulations, Authorities 1.07 Progress Schedule 1.08 Schedule of Values 1.09 Payment Requests 1.10 Procedures and Controls 1.11 Submittals 1.12 Warranties 1.13 Hazardous Materials 1.14 Cutting and Patching 1.15 Temporary Facilities and Utilities 1.16 Products and Substitutions 1.17 Delivery, Storage, Handling, & Installation Conditions 1.18 Labels 1.19 Record Documents 1.20 Project Close Out 1.21 Final Cleaning and Repair PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions, apply to the work of this section. B. This section applies to all work performed under the Contract. 1.02 PROJECT IDENTIFICATION AND REQUIREMENTS A. Project Identification: Lucent High House, 1600 Osgood Street, at Lucent Technologies, North Andover, Massachusetts. B. Scope: Construction of single story metal clad, steel framed building including but not limited to demolition of existing structure, related sitework, finishes, HVAC, fire protection, and electrical n work. C. Permits: Contractor shall apply for, obtain, and pay for the construction permit and other permits required to perform the work. 1.03 SPECIFICATION INFORMATION A. These specifications are a special form of technical writing edited from master specifications and contain deviations from traditional writing formats. Capitalization, underlining and bold print is only used to assist reader in finding information and no other meaning will be implied. B. Except where specifically indicated otherwise, the subject of all imperative statements is the Contractor. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-1 C. Sections are generally numbered in conformance with Construction Specifications Institute Masterformat System. Numbering sequence is not consecutive. Refer to Index of Specification Sections for names and numbers of sections included in this Project. D. Pages are numbered separately for each section. Each section is noted with "End of Section" to indicate when section is complete. 1.04 DEFINITIONS A. Provide: means furnish and install, complete with all necessary components and accessories, ready for intended use. B. Indicated: is a reference to other portions of the Contract Documents. C. Approved: Except where specifically stated otherwise, the words "approved", "directed", "requested", "selected", "accepted" mean "approved by the Owner", "directed by the Owner" and so on. The words "approved" and "accepted" shall be held to the limitations stated in the General and Supplementary Conditions. In no case shall "approval" or "acceptance" by the Owner or Owner's Representative be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents. D. Observe, Observation: Except as otherwise defined in greater detail, the Architect's observation of the work will be held to the limitations stated in the General and Supplementary Conditions and the Owner/Architect Agreement. In no case shall observation by the Architect be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents. Observe shall be defined in accordance with the General Conditions of the Contract to include only visiting the site periodically, observing the condition and progress of the work, and reporting to the Owner. E. Furnish: Except as otherwise defined in greater detail, furnish means supply, including shop fabrication if applicable, and delivery to project site, ready for unloading, unpacking, assembly, installation and the like as applicable in each instance. F. Install: Except as otherwise defined in greater detail, install means operations at project site including, but not limited to, unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, placing in service and similar operations as applicable in each instance. G. Installer: The person or firm engaged by Contractor or Subcontractor for performance of a specific unit of installation work at the project site. It is a general requirement that Installers be expert and experienced in the work they are engaged to perform. H. Day: Except as otherwise defined in Owner -Contractor Agreement, day means calendar day. 1.05 INDUSTRY STANDARDS A. Referenced standards are part of the Contract Documents and have the same force and effect as if bound with these specifications. B. Except where specifically indicated otherwise, comply with the current standard in effect as of the date of the Owner/Contractor Agreement. C. Obtain copies of industry standards directly from publisher. D. The titles of industry standard organizations are commonly abbreviated; full titles may be found in Encyclopedia of Associations or consult Architect. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-2 1.06 CODES, REGULATIONS, AUTHORITIES A. Comply with all applicable codes, ordinances, regulations and requirements of all authorities having jurisdiction. B. Submit copies of all permits, licenses, certifications, inspection reports, releases, notices, judgments, and communications from authorities having jurisdiction. 1.07 PROGRESS SCHEDULE A. Provide comprehensive bar chart schedule showing all major and critical minor portions of the work, sequence of work and duration of each activity. Update and reissue regularly, but not less than monthly. 1.08 SCHEDULE OF VALUES A. Prepare Schedule of Values to coordinate with application for payment breakdown. Submit at least 10 days before first payment application. Update and reissue regularly, but not less than monthly. 1.09 PAYMENT REQUESTS A. Payments shall be made in accordance witn Contract Agreement, in place, between Owner and Contractor. 1.10 PROCEDURES AND CONTROLS A. Project Meetings: Arrange for and attend meetings with the Owner's Representative and such other persons as the Owner requests to have present. The Contractor shall be represented by a principal, project manager, general superintendent or other authorized main office representative 'rf requested by the Owner's Representative, in addition to attendance by the Contractor's project superintendent. Representatives of the Owner and Contractor shall be authorized to make binding commitments on matters discussed at such meetings, including costs, payments, change orders, time schedules, and manpower. Any notices required under the Contract may be served on such representatives. Schedule a series of meetings, as indicated below, to be attended by the Contractor, Owner's Representative. Written reports of meeting minutes shall be prepared by the Contractor and distributed by the Contractor to attendees, the Owner's Representative within three business days. 1. Pre -Construction Conference: Attendance by Owner's Representative, Contractor, major subcontractors including as applicable: Concrete, masonry, steel, drywall, painting, roofing, glazing, mechanical, electrical. Agenda shall include: Quality of workmanship, coordination, interpretations, job schedule, submittals, approvals, requisition procedures, testing, protection of construction. 2. Progress Meetings: Hold regularly before preparation of payment requests and additional meetings as requested by the Owner's Representative. Attendance by Owner's Representative, Contractor, and others as determined by Contractor. Agenda shall include work in progress and payment requests. B. Pre -Construction Conference: Contractor shall schedule and conduct a preconstruction conference to review the detailed quality control and construction requirements for each of the materials and/or systems listed not less than 10 working days prior to commencement of the applicable portion of the work. The Contractor shall require responsible representatives of each party concerned with that portion of the work to attend -the conference, including but not limited to the following: LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-3 a. Contractor's superintendent. b: Materials supplier(s) or fabricator. C. Installation subcontractor (s). d. Agency responsible for Contract furnished testing. 3. The Owner's Representative and Owner's testing agency will be present and shall be notified by the Contractor at least 5 days prior to the scheduled date of each such conference. 4. Minutes of each conference shall be recorded by the Contractor and shall be distributed by him in typed or printed form to each party in attendance within 5 days of the meeting. One copy of these minutes shall also be transmitted to the Owner's Representative for information. C. Emergency Addresses: Furnish the Owner's Representative, in writing, the names addresses and telephone numbers of individuals to be contacted in the event of an out -of -hours emergency at the building site. Post a similar list readily visible from the outside of the field office or a location acceptable to the Owner's Representative. D. Layout: Layout work and be responsible for all lines, elevations, and measurements of the building and utilities and other work executed under the contract. Retain a registered professional engineer or registered land surveyor, acceptable to the Owner, to initially establish required elevations of all structures to be erected on the site. The registered professional engineer or registered land surveyor shall certify the actual location of the constructed facilities in relation to the existing building. E. Field Measurements: Verify measurements at the building prior to ordering materials or commencing work. No extra charge or compensation will be allowed because of differences between actual dimensions and measurements indicated on the drawings. Differences which may be found shall be submitted to the Owner's Representative for decision before proceeding with the work. Field measurements for Fixed Equipment: Dimensions for fixed equipment to be supplied under this Contract or separate contracts shall be determined by field measurements taken jointly by the Contractor and the equipment supplier involved. A record of the field measurements shall be kept until time of substantial completion of the project, or until the equipment has been, fully installed and accepted by the Owner, whichever is later. Responsibility for fixed equipment fabricated accurately to field measurements for proper fit and operation shall be solely that of the Contractor. Contractor shall pay all costs involved in correcting any misfitting fixed equipment as fabricated. F. Project Limit Line: The boundaries of the site do not limit the responsibility of the Contractor to perform the work in its entirety. Make utility connections as indicated. G. Matching: Where matching is indicated, the Owner shall be the sole and final judge of what is an acceptable match. Mockups and sample submissions are required. H. Observation: Notify the Owner and authorities having jurisdiction at least thirty-six hours in advance of concealing any work. I. Utilities: Prior to interrupting utilities, services or facilities, notify the utility owner and the Owner and obtain their written approval a minimum 48 hours in advance. J. Furnishings, Fixtures, and Equipment: . Cooperate and permit the Owner to install his furnishings and equipment during the progress of the work. Owner's installation of furnishings or equipment does not signify Owner's acceptance of any portion of the work. K. Clean -Up: Frequently clean-up all waste, remove from site regularly, and legally dispose of off- site. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-4 L. Installers Acceptance of Conditions: All installers shall inspect substrates and conditions under which work is to be executed and shall report in writing to the Contractor all conditions detrimental to the proper execution and completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means installer accepts previous work and conditions. M. Coordination : The Contractor shall be fully responsible for coordinating all trades, coordinating construction sequences and schedules, and coordinating the actual installed location and interface of all work. 1.11 SUBMITTALS A. Required Submittals: Submit shop drawings, product data, initial selection samples, verification samples, calculations, coordination drawings, schedules, and all other submittals as specified for each part of the work. B. Submittal Schedule: Within 15 days after award of contract and before first application for payment, prepare list of submittals in chronological sequence showing all submittals and proposed date first due at Owner's Representative's office and proposed date due to be returned to Contractor. Note relevant specification section number. C. Contractor's Preparation of Submittals: Modify and customize all submittals to show interface with adjacent work and attachment to building. Identify each submittal with name of project, date, Contractors name, subcontractor's name, manufacturer's ,name, submittal name, relevant specification section numbers, and Submittal Schedule reference number. Stamp and sign each submittal to show the Contractor's review and approval of each submittal before delivery to Owner's Representative's office; unstamped and unsigned submittals will be returned without action by the Owner's Representative. Leave 4" x 6" open space for Owner's Representative's "action" stamp. D. Product Data: Provide manufacturer's preprinted literature including, without limitation, manufacturer's standard printed description of product, materials and construction, recommendations for application and use, certification of compliance with standards, instructions for installation, and special coordination requirements. Collect data into one submittal for each unit of work or system; mark each copy to show which choices and options are applicable to project. Submittal Quantities: Submit at least 1 reproducible copy and four additional copies. Installer Copy: Verify that the Installer has a current copy of the .relevant product data, including installation instructions, before permitting installation to begin. E. Shop Drawings: Provide accurately prepared, large scale and detailed shop drawings prepared specifically for this project on reproducible sheets. Show adjacent conditions and related work. Show accurate field dimensions and clearly note field conditions. Identify materials and products in the work shown. Note special coordination required. Submittal Quantities: Submit at least 1 reproducible copy and four blackline prints of Shop Drawing submittals. After Owner's Representative's action, follow specified distribution procedure. F. Samples: Provide units identical with final materials and products to be installed in the work. Where indicated, prepare samples to match Owner's Representative's sample. Label each sample with description, source, varietal name or manufacturer's name and model number. Owner's Representative will review samples for confirmation of visual design intent, color, pattern, texture and type only; Owner's Representative will not test samples for compliance with other Contract requirements which shall remain the exclusive responsibility of the Contractor. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-5 1. Initial Selection Samples Submittal Quantities: For initial selection purposes, submit 1 set of samples showing the complete range of colors and finishes available. 2. Verification Samples Submittal Quantities: For verification of an initial selection, submit 3 sets of samples; one set will be returned to Contractor to be maintained at project site for quality control comparisons. G. Timing of Submittals: Submit submittals in a timely fashion to allow at least 20 business days for each office's review and handling. H. Owner's Representative's Action on Submittals: Owner's Representative will review submittals, stamp with "action stamp", mark action, and return to Contractor. Owner's Representative will review submittals only for conformance with the design concept of the project. The Contractor is responsible for confirming compliance with other Contract requirements, including without limitation, performance requirements, field dimensions, fabrication methods, means, methods, techniques, sequences and procedures of construction, coordination with other work. The Owner's Representative's review and approval of submittals shall be held to the limitations stated in the Owner/Architect Agreement and the General and Supplementary Conditions of the Contract for Construction. In no case shall approval or acceptance by the Owner's Representative be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents. Required Resubmittal: Unless submittal is noted "no exception taken" or "furnish as corrected", make corrections or changes to original and resubmit to Owner's Representative. Distribution: When submittal is noted "no exception taken" or "furnish as corrected", make prints or copies and distribute to Owner, Subcontractors involved, and to all other parties requiring information from the submittal for performance or coordination of related work. Print shop drawings for distribution only from the final approved sepia. The Submittal Review is for general conformance with the design concept and Contract Documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications nor departures therefrom. The Contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques of assembly and for performing his work in a safe manner. The Contractor is responsible for confirming compliance with other Contract Document requirements, including without limitation, performance requirements, field dimensions, fabrication methods, means, methods, techniques, sequences and procedures of construction,. and coordination with other work. The Owner's Representative's review and approval of submittals shall be held to the limitations stated in the Owner/Architect and Owner/Contractor Agreement and the General and Supplementary Conditions of the Contract for Construction. In no case shall acceptance of a submittal by the Owner's Representative be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents. 1.12 WARRANTIES A. Warranties Required: Refer to individual trade sections for specific product warranty requirements. B. Procurement: Where a warranty is required, do not purchase or subcontract for materials or work until it has been determined that parties required to countersign warranties are willing to do so. C. Warranty Forms: Submit written warranty to Owner through Owner's Representative for approval prior to execution. Furnish two copies of executed warranty to Owner for his records; furnish two additional copies where required for maintenance manual. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-6 D. Work. Covered: Contractor shall remove and replace other work of project which has been damaged as a result of failure of warranteed work or equipment, or which must be removed and replaced to provide access to work under warranty. Unless otherwise specified, warranty shall cover full cost of replacement or repair, and shall not be pro -rated on basis of useful service life. E. Warranty Extensions: Work repaired or replaced under warranty shall be warranted until the original warranty expiration date or for ninety days whichever is later in time. F. Warranty Effective Starting Date: Guarantee period for all work, material and equipment shall begin on the date of substantial completion, not when subcontractor has completed his work nor when equipment is turned on. In addition to the one year guarantees for the entire work covered by these Contract Documents, refer to the various sections of the specifications for extended guarantee or maintenance requirements for various material and equipment. 1.13 CUTTING AND PATCHING A. Limitations: Do not cut and patch any work in a manner that would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreased operational life, or decreased safety. 1. Structural Work: Do not cut structural work or bearing walls without written approval from Owner's Representative. Where cutting and patching of structural work is necessary and approved by Owner's Representative, perform work in a manner which will not diminish structural capacity nor increase deflection of member. Provide temporary shoring and bracing as necessary. Ensure the safety of people and property at all times. B. Cutting and Patching Materials: Use materials identical to materials to be cut and patched. If identical materials are not available or cannot be used, use materials that match existing materials to the greatest extent possible. Provide finished work that will result in equal to or better than existing performance characteristics. C. Inspection: Before cutting and patching, examine surfaces and conditions under which work is to be performed and correct unsafe and unsatisfactory conditions prior to proceeding. D. Protection: Protect adjacent work from damage. Protect the work from adverse conditions. E. Cutting: Cut work using methods least likely to damage adjoining work. Use tools designed for sawing or grinding, not hammering or chopping. Use saws or drills to ensure neat, accurately formed holes to sizes required with minimum disturbance to adjacent work. Temporarily cover openings; maintain weathertightness and safety. 1. Utilities: Locate utilities before cutting. Provide temporary utilities as needed. Cap, valve, or plug and seal ends of abandoned utilities to prevent entrance of moisture or other foreign matter. F. Patching: Patch with seams and joints which are durable and not visible. Comply with specified tolerances for similar new work; create true even planes with uniform continuous appearance. Restore finishes of patched areas and, if necessary, extend finish restoration onto adjoining unpatched area to eliminate evidence of patching and refinishing. Repaint entire assemblies, not just patched area. Remove and replace work which has been cut and patched in a visually unsatisfactory manner as determined by the Owner's Representative. G. Qualifications: Retain experienced and specialized firms, original installers if possible, to perform cutting and patching. Workmen shall be skilled in type of cutting and patching required. 1.14 TEMPORARY FACILITIES AND UTILITIES LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-7 A. Scope of Temporary Work: This article is not intended to limit the scope of temporary work required under the Contract. Provide all temporary facilities and utilities needed. B. Permits and Fees: Obtain and pay for all permits, fees and charges related to temporary work. C. Codes and Authorities Having Jurisdiction for Temporary Facilities and Utilities: Comply with all requirements of authorities having jurisdiction, codes, utility companies, OSHA, and industry standards including, but not limited to the following: 1. NFPA Code 241, Building Construction and Demolition Operations. 2. ANSI -A10 Series, Safety Requirements for Construction and Demolition. 3. NECA National Joint Guideline NJG-6, Temporary Job Utilities and Services. 4. Electrical Service: NEMA, NECA, and UL. D. Field Offices: Provide Contractor's field offices as needed. Keep current copies of all Contract Documents and project paperwork neatly on file at jobsite. Permit Owner's Representative's unrestricted use of Contractor's field office facilities including copiers, telephones, plan tables, and other equipment. Furnish, maintain, and pay for light, power, phone, fax, and other field office services. 1. An Owner's Representative's field office is not required. E. Shops and Sheds: At Contractor's option, provide shops and sheds for Contractor's use as needed. Locate shops and sheds where acceptable to Owner and authorities having jurisdiction. Prior to completion of construction, when required for the completion of site work, as approved by the Owner's Representative, all temporary storage facilities and surplus stored materials shall be removed from the site. F. Toilet Facilities: Provide and maintain clean toilet facilities. G. Equipment and Tools: Provide all equipment including; but not limited to, hoists, lifts, scaffolding, machines, tools and the like, as needed for execution of the work. Provide safe access to all parts of the work. H. Temporary Enclosures: Provide temporary enclosures and dust barriers to maintain proper temperatures and to prevent weather damage. Always maintain safe means of egress. Temporary enclosures may be constructied with fire -rated plastic tarpaulins as approved by the Owner. I. Streets, Walks and Grounds: Maintain public and private roads and walks clear of debris caused by construction operations. Repair all damage caused to streets, drives, curbs, sidewalks, fences, poles and similar items where disturbed or damaged by building construction and leave them in as good condition after completion of the work as before operations started. J. Protection: Protect all nearby people and property. Provide and maintain barricades, warning signs and lights, railings, walkways and the like. Immediately repair damaged property to its condition before being damaged. K. Public Services: Provide temporary public services such as, street lighting, night lighting, sidewalks, covered passages, signs, signals and the like, as requested by authorities having jurisdiction. Construction Fencing: Provide construction fencing and barriers as applicable to the project and as required by code to protect the public and workmen, and to control access. M. Use of Permanent Building Equipment for Temporary Heating, Cooling or Lighting: Permanent building equipment shall not be used without written permission from the Owner. If the equipment is used for temporary heating or cooling, it shall be adequately maintained per LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-8 manufacturer's instructions and protected with filters, strainers, controls, reliefs, and similar items., Prior to turnover to Owner, the equipment shall be in a clean, like new condition. The guarantee period shall not start until the equipment is turned over to the Owner for his use. Do not invalidate warranty by any action or failure to act. Clean and change air filters frequently to prevent construction dust and debris from contaminating system. N. Fire Prevention: Take every possible precaution to prevent fire. Store hazardous materials in a manner and at locations acceptable to authorities having jurisdiction. Provide several fire extinguishers for each work area. Schedule work to make permanent fire protection systems operational at the earliest possible time. 0. Egress: Maintain safe and legal means of egress at all times. At all times, provide at least two separate means of egress for occupants who remain in the building during the work of this Project. Obtain the approvals of the Owner's Representative and authorities having jurisdiction for all temporary and permanent means of egress used. 1.15 PRODUCTS AND SUBSTITUTIONS A. Manufacturers: To the greatest degree possible, provide primary materials and products from one manufacturer for each type or kind. Provide secondary materials as recommended by manufacturers of primary materials. B. Substitution Requests: Submit 4 copies. Identify product to be replaced by substitute by reference to specification sections and drawing numbers. Provide Contractor's certification and evidence to prove compliance with Contract Document requirements as acceptable to Owner's Representative. Approval of all substitutions is required prior to bid award. C. Substitution Conditions: Substitution requests will be returned without action unless one of the following conditions is satisfied. The Contractor shall state which of the following conditions applies to the requested substitution: 1. Request is due to an "or equal" clause. 2. Specified material or product cannot be coordinated with other work. 3. Specified material or product is not acceptable to authorities having jurisdiction. 4. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration. D. Invalid Substitutions: Contractor's submittal and Owner's Representative's acceptance of shop drawings, samples, product data or other submittal is not a valid request for, nor an approval of a substitution unless the Contractor presents the information when first submitted as a Request for Substitution. 1.16 DELIVERY, STORAGE, HANDLING, & INSTALLATION CONDITIONS A. Manufacturer's Instructions: Strictly comply with manufacturer's instructions and recommendations and prevent damage, deterioration and loss, including theft. Minimize long- term storage at the site. Maintain environmental conditions, temperature, ventilation, and humidity within range permitted by manufacturers of materials and products used. 1.17 LABELS A. Labels, Trademarks, & Tradenames: Locate required labels on inconspicuous surfaces. Do not provide labels, nameplates, or trademarks which are not required. Provide permanent data plate on each item of equipment stating manufacturer, model, serial number, capacity, ratings and all other essential data. 1.18 RECORD DOCUMENTS LUCENT HIGH HOUSE LUCENT TECHNOLOGIES 3/15/99 GENERAL REQUIREMENTS 01000-9 A. General: Keep record documents neatly and accurately. Record information as the work progresses and deliver to Owner's Representative at time of final acceptance. Include in record documents all field changes made, all relevant dimensions, and all relevant details of the work. Keep record documents up to date with all field orders and change orders clearly indicated. B. Drawings: Keep three separate sets of blackline prints at the site, one set each for mechanical, electrical, and architectural/structural disciplines. Neatly and accurately note all deviations from the Contract Documents and the exact actual location of the work as installed. Marked -up and colored prints will be used as a guide to determine the progress of the work installed. Record Documents will be inspected weekly and shall be corrected immediately if found inaccurate or incomplete. Requisitions for payment will not be approved until the record documents are accurate and up-to-date. 1. At completion of the work, submit one complete set of marked -up prints for review. After acceptance these marked -up prints shall be used in the preparation of the record drawings. Obtain and pay for one complete set of reproducible prints. 2. Reproducible prints shall be made on 4 mil polyester -base permanent mylar or approved equal. Diazo mylars are not acceptable. Make all modifications to these reproducibles as shown on the marked -up prints. Remove all superseded data to show the completed installation. Reproducibles may be made from the originals of the Contract Documents. Arrange with the Owner's Representative and pay for reproducibles made from originals. 3. Deliver the completed reproducible record drawings properly titled and dated to the Owner's Representative. Indicate preparer of record drawings. These record drawings shall become the property of the Owner. C. Specifications: Maintain one clean copy of complete specifications [including addenda, modifications, and bulletins] with changes, substitutions, and selected options clearly noted. Circle or otherwise clearly indicate which manufacturer and products are actually used. D. Operating and Maintenance Manuals: Manuals shall be submitted which contain the following: 1. Description of the system provided. 2. Handling, storage, and installation instructions. 3. Detailed description of the function of each principal component of the systems or equipment. 4. Operating procedures a. Prestartup activities required. b. Startup. c. Normal operation d. Emergency shutdown. e. Normal shutdown. f. Trouble shooting guide. 5. Maintenance: a. Complete lubrication requirements; type and source of lubricant, interval between lubrication, etc. b. Preventative and repair maintenance procedures. c. Complete spare parts list with cross reference to original equipment manufacturer part number. 6. Control and alarm features: a. A schematic of all control systems. b. A list of all controller operating set points. c. A listing of all settings for alarms and shutdown systems. d. Provide pump curves for all pumps. e. Provide fan curves for all fans. 7. Safety and environmental considerations. E. Copies of Operating and Maintenance Manuals: Five copies of the manuals shall be provided within sufficient time to allow for training of Owner's personnel. Progress payment may be LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-10 withheld if this requirement is not met. F. Additional Requirements for Operating and Maintenance Manuals: The requirements for manuals applies to each packaged and field -fabricated operating system. The manuals shall be provided in three-ring side binders with durable plastic covers. The manuals shall contain a detailed table of contents and have tab dividers for major sections and special equipment. No training or equipment turn over to the owner will be accepted without maintenance manuals a minimum of 10 working days prior. G. Framed Data: Provide charts and lists of all valves, circuits, switches, controls and equipment. Install on walls under glass at locations directed by Owner's Representative. H. Prepare Owner's FAC forms for each item of equipment installed. Submit to Owner's Project Manager. 1.19 PROJECT CLOSE OUT A. Complete the following prior to Substantial Completion: 1. Provide Contractor's Punch List of incomplete items stating reason for incompletion and value of incompletion. 2. Advise Owner of insurance change over requirements. 3. Submit all warranties, maintenance contracts, final certificates and similar documents. 4. Obtain Certificate of Occupancy and similar releases which permit the Owner's full and unrestricted use of the areas claimed "Substantially Complete". 5. Submit record documents. 6. Deliver maintenance stocks of materials (where specified). 7. Make final change over of lock cylinders or cores and advise Owner of change of security responsibility. 8. Complete startup of all systems and instruct Owner's personnel in proper operation and routine maintenance of systems and equipment. 9. Complete clean up and restoration of damaged finishes. 10. Remove all temporary facilities and utilities that are no longer needed. 11. Request Owner's Representative's inspection for Substantial Completion. B. Owner's Representative will either issue a Certificate of Substantial Completion or notify Contractor of work which must be performed prior to issue of certificate. C. Complete the following prior to Final Acceptance and payment: 1. Obtain Certificate of Substantial Completion. 2. Submit final application for payment, showing final accounting of changes in the work. 3. Provide final releases and lien waivers not previously submitted. 4. Submit certified copy of final punch list stating that Contractor has completed or corrected each item. 5. Submit final meter readings, record of stored fuel and similar information. 6. Submit Consent of Surety for final payment. 7. Submit evidence of Contractor's continuing insurance coverage (if required by Contract Documents). 8. Replace all broken glass. 9. Submit final lien releases from all subcontractors, sub -subcontractors, vendors, suppliers and others as applicable. 10. Submit completed FAC forms. 1.20 FINAL CLEANING AND REPAIR A. Clean Up: Remove all tools, surplus materials, temporary facilities, labels, dust, dirt, stains and protective wrappings or films. Polish all glass, mirrors and shiny surfaces. Vacuum carpets. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-11 Clean toilet facilities. B. Repairs: Repair and touch-up all damaged and deteriorated products and surfaces. PART 2 - PRODUCTS [Not Used] PART 3 - EXECUTION [Not Used] END OF SECTION LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000-12 SECTION 02050 DEMOLITION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. Demolition: 1. Demolition of exterior structures, and components, designated to be removed. 2. Protection of portions of building adjacent to or affected by demolition. 3. Removal and legal disposal of materials. 1.03 SUBMITTALS . A. The following shall be submitted: 1. Permit for transport and legal disposal off-site of demolition material and debris. 2. Demolition procedures and operational sequence for review and acceptance by the Owner's Representative. 1.04 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced workmen. 1.05 PROJECT CONDITIONS A. Occupancy: Areas where demolition occurs will be unoccupied prior to commencement of demolition. Areas surrounding the construction area as indicated, will be occupied by the Owner. Conduct demolition operations in a manner that will minimuze need for disruption of Owner's normal operations. B. Condition of Items and Structures: The Owner assumes no responsibility for the actual condition of items and structures to be demolished and/or salvaged. C. Partial Demolition and Removal: Items indicated to be removed but of salvage value shall be removed and stored or stockpiled as directed by the Owner's Representative. Items salvaged and not of use by Owner shall become the property of the Contractor and shall be removed from the building as work progresses. Transport items from site as they are removed. Sale or storage of items at the site will not be permitted. D. Overtime or Premium Time: Where demolition work is required which may affect Owner's normal operations, or otherwise disrupt Owner's employees, the Contractor shall include overtime or premium time to conduct the demolition work outside of normal business hours; coordinate premium time work with Owner. 1.06 PROTECTION LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050-1 A. Prevent movement or settlement of adjacent structures. Provide and place bracing or shoring and be responsible for safety and support of structures. Assume liability for such movement, settlement, damage, or injury. Do not store materials in areas not appropriate or otherwise suitable for storage. B. Cease operations and notify Owner's Representative immediately if safety of adjacent facilities or structures appears to be endangered. Take precautions to properly support structures. Do not resume operations until safety is restored. C. Temporary Protections: Provide temporary barricades and other forms_ of protection as required for protection of personnel from injury due to demolition operations. 1. Provide shoring and bracing as required to prevent collapse of existing systems and adjacent facilities or work to remain. 2. Protect existing finish work that is to remain from damage from demolition operations. 3. Construct temporary dustproof and insulated partitions where required to separate areas where noisy and dusty operations are performed. 4. Remove temporary protections at completion of the work. D. Utility Services: Maintain existing utilities serving occupied or used facilities. PART PRODUCTS 2.01 SALVAGING A. Materials indicated on the Drawings or designated in the field by the Owner's Representative to be salvaged shall be carefully removed and stockpiled at locations determined by Owner's Representative. 1. Structural steel shall be salvaged as indicated on the Drawings. B. Mechanical and electrical items to be salvaged shall be protected. PART 3 EXECUTION 3.01 INSPECTION A. Prior to commencement of demolition work, inspect areas in which work will be performed. Note or photograph existing conditions which could be misconstrued as damaged resulting from demolition work. 3.02 PREPARATION A. Cover and protect existing finishes, fixtures and equipment to remain. Protect from soiling, dust, or damage during demolition work. B. Erect and maintain dust and noise proof partitions. C. Locate, identify, stub -off, and disconnect or make safe utility services that are indicated not to remain. Provide by-pass services as necessary to maintain continuity of service to occupied areas. 3.03 DEMOLITION A. Perform demolition work in a systematic manner. Items indicated to be removed shall be LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050-2 completely removed. B. Remove debris from site, and dispose of legally. 3.04 SALVAGE MATERIALS A. Where items are indicated to be salvaged, carefully remove indicated items, clean items, and deliver to storage area designated by the Owner's Representative. 3.05 DISPOSAL OF MATERIALS A. Material resulting from demolition and not identified for salvaging shall become the property of the Contractor and shall be legally transported and disposed of off-site. Disposal shall be performed as promptly as possible and not left until the final clean up. B. Comply with the directions of the Owner's Representative. END OF SECTION LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050-3 SECTION 02100 SITE PREPARATION PART 1 -GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division I General Requirements apply to the work of this section. 1.02 SUMMARY A. Description of work included: Fumish labor, services, equipment and transportation necessary to prepare the site for the Work shown on the Design Drawings. 1. The Work shall include, but not be limited to the following: Stripping and stockpiling of topsoil, crushed stone and subsoil within the project area. 2. Furnish and set all lines and grades required. 3. Remove and relocate existing 6' high chain link fence. 4. No permanent benchmarks or monuments shall be disturbed. 1.03 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades, who are thoroughly familiar with the Industry Standards and Specifications herein. 1.04 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Before beginning Work, thoroughly examine the Site, Contract Documents and the Drawings. B. All existing utilities shall be verified for service, size, invert elevations, location, etc., prior to removal or providing new connections to, or relocation of same. Notify the Owner and Engineer in writing of any and all discrepancies prior to commencing any work. Existing utilities uncovered during excavation and demolition shall be removed, plugged, capped, re-routed or relocated as shown or so as not to interrupt the operation of any of the existing systems. 1.05 WORKMANSHIP A. The entire Work provided in this Specification shall be completed and finished in every respect in a workmanlike manner. It is not intended that the Drawings shall show the exact locations of every utility to be removed and/or relocated but the Contractor shall completely coordinate with all other utilities as necessary to complete the Work in accordance with the best trade practice and to the satisfaction of the Owner and any and all authorities having jurisdiction. B. Keep other subcontractors fully informed as to the elevation, size, and position of all utilities required and give full information to the other subcontractors sufficiently in advance of the Work so that all utilities may be coordinated in advance of their removal and/or relocation. LUCENT HIGH HOUSE 3/15/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100-1 PART 2 — PRODUCTS 2.01 OTHER MATERIALS A. Provide other materials, not specifically described but required for proper completion of the Work of this Section, as selected by the Contractor subject to the approval of the Engineer. PART 3: EXECUTION 3.01 DEMOLITION A. By careful study of the Contract Documents, Site Plan and Design Drawings determine the location and extent of site preparation to be performed. B. Accurately identify limits of selective demolition. C. Mark interface surfaces as required to enable workmen to identify items to be removed and items to be left in place intact. D. Follow plans for removal and stockpiling of items to be reused. 3.02 OTHER PROTECTION A. Protect existing utilities indicated or made known. B. Protection of persons and property: 1. Barricade open depressions and holes occurring as part of this Work and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn, and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage undermining, washout, and other hazards created by operations under this Section. 4. Protect benchmarks and existing work from damage or displacement. Damaged property markers shall be replaced by a licensed Surveyor. C. Maintain access to the Site at all times. 3.03 STRIPPING AND STOCKPILING OF TOPSOIL AND SUBSOIL A. All topsoil, crushed stone and subsoil excavated shall be stockpiled for possible re -use. Material stockpiled shall be free from trash, brush, large stones and other extraneous matter. Under no conditions may topsoil, crushed stone or subsoil be removed from the premises without approval by the Owner nor without any required earth removal permits. B. All excess material not re -used shall be disposed of in a proper and legal manner. C. Stockpile topsoil, crushed stone and subsoil in separate piles in an area clear of new construction. LUCENT HIGH HOUSE 3/15/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100-2 D. Maintain each stockpile in a manner which will not obstruct the natural flow of drainage. 3.04 DISPOSAL A. Remove debris from the Site and dispose of in a legal manner. B. Do not store or permit debris to accumulate on the Site. 3.05 PROVISIONS FOR CONTROL OF EROSION A. As a minimum, the following shall apply: 1. The existing ground surface shall be disturbed as little as possible prior to the start of construction. 2. Staked bales of hay backed by siltation fencing shall be erected and located, if required. 3. Seeding or mulching of other areas shall take place as soon as practicable. END OF SECTION LUCENT HIGH HOUSE 3/15/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100-3 SECTION 02200 SITE EARTHWORK PART 1 -GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division 1 General Requirements apply to the work under this Section. 1.02 SUMMARY A. Description of work included: Furnish labor, materials, equipment and services to perform all site grading, excavating, backfilling, dewatering, and soil compacting necessary to complete the Work specified herein and as shown on the Drawings. 1.03 PERMITS, REGULATIONS AND SAFETY A. Obtain and pay for all permits inspections, licenses and certificates required for the specified work under this section and as shown on the Drawings. B. Comply with the rules, regulations, laws and ordinances of the Local, State, and all other authorities having jurisdiction. C. Comply with the requirements of the Occupational Safety and Health Administration, United States Department of Labor. D. Conduct all operations with minimum obstruction of any street, driveways, sidewalks, or other adjacent facility. 1.04 LAYOUT AND GRADES , A. Layout all lines and grades not presently established at the Site. B. The words "finished grades" as used herein shall mean final grade elevation indicated on the Drawings. Spot elevations shall govern over proposed contours. Unless otherwise indicated, provide uniform slopes between points for which finished grades are indicated or between such points and existing established grades. 1.05 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades, who are thoroughly familiar with the Industry Standards and the specifications herein. B. Retain a soils engineer to observe excavation, trenching, backfilling and filling, and to provide compaction tests. 1.06 EXISTING UTILITIES A. Protect active existing utilities on the Site from damage, and relocate or remove as required for the Work. When an active utility line is exposed during construction its location and elevation shall be noted on the Record Drawings. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-1 B. Inactive or abandoned utilities encountered during construction operations shall be removed, plugged, or capped in accordance with the requirements of the utility company and local authorities. The location of such utilities shall be noted on the Record Drawings. C. Active utility lines damaged in the course of construction operations shall be repaired or replaced as determined by the Engineer. The Contractor shall assume all responsibility for damage to existing utility lines. D. Notify the utility owner at least 8 days in advance of the proposed time for shutting down or interrupting utilities or services which may affect operations of adjoining buildings or adjoining properties so that all necessary arrangements can be made. In no case shall any services or utilities be interrupted prior to notification and authorization by utility owners. 1.07 SHORING AND SHEETING A. Provide shoring, sheeting and/or bracing at excavations, as required, to assure complete safety against collapse of excavations. 1.08 DRAINAGE AND FROST PROTECTION A. Provide construction grading on the Site to prevent accumulation of water in excavated areas and adjacent properties. B. Furnish and operate pumps or other equipment, and provide all necessary piping and dewatering to keep all excavations clear of water at all times. The Contractor shall be responsible for any damage to work or adjacent properties from such water. All exposed piping shall be properly covered to allow vehicles or pedestrians to pass without obstructions. C. Do not excavate to full indicated. depth when freezing temperatures may be expected, unless footings or slabs can be poured immediately after the excavation has been completed. Protect the excavation from frost if placing of concrete is delayed. PART 2 -PRODUCTS 2.01 GENERAL A. Any deficiency or surplus of earth material from within the graded area on the Site, shall be imported or relocated by the Contractor. B. A sieve analysis shall be performed for fill materials upon delivery to the site. Results shall be submitted to the Engineer or Soil Engineer for review and approval. C. Topsoil and loam borrow shall be tested for pH content, composition and percentage or organic content. 2.02 SCREENED GRAVEL A. Screened gravel shall meet ASTM C33, stone size No. 67, and be compacted in 8 inch lifts to a minimum of 95% maximum dry density as bedding for utility pipes and drainage structures, and shall be as follows: LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-2 Sieve Size Percent Passing By Weight 1 in. 100 3/4 in. 90-100 3/8 in. 20-55 No.4 0-10 No. 8 5 2.03 CRUSHED STONE A. Crushed stone for use as backfill and bedding for foundation drains shall be as follows: Sieve Size Percent Passing By Weight 1 in. 100 3/4 in. 90-100 1/2 in. 10-50 3/8 in. 0-20 No. 4 0-5 2.04 STRUCTURAL FILL A. Structural fill shall be free from ice, snow, roots, sod, rubbish and other deletrious or organic matter. Structural fill shall confirm to the following gradation unless otherwise specified by the Structural Engineer: Sieve Size Percent Passing By Weight 2/3 of the loose lift thickness 100 No. 10 30-95 No. 40 10-70 No. 200 0-15 No. 4 0-5 2.05 ORDINARY FILL A. Ordinary fill shall be well graded, natural inorganic soil, free of organics, clay, cinders, frozen material or stones larger than one-half the lift thickness. 2.06 TOPSOIL A. Topsoil shall consist of fertile, natural topsoil, reasonably free of stumps, roots, clay, stones greater than 1 inch diameter, weeds, sticks, brush and other debris. Loam shall not contain less than 4 percent nor more than 20 percent organic matter, and shall have an acidity range between pH 6.0 and 6.8. 2.07 SAND FILL A. Sand fill shall consist of clean inert, hard durable grains of quartz or other hard durable rock, free from loam or clay, surface coatings and deleterious materials. The allowable amount of material passing a No. 200 sieve as determined by AASHTO-T11 shall not exceed 10 percent by weight. Maximum particle size shall be 3/8 inch. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-3 PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this section will be performed and compact unsatisfactory conditions prior to proceeding. 3.02 GENERAL EXCAVATION A. Excavate all materials encountered to allow construction of utilities and site work as specified herein and as shown on the Drawings. B. Excavate to levels shown for site improvements, as required to provide working clearance and to allow adequate inspection for structures, and to subgrades specified herein. C. Remove rock, boulders, unsuitable material, and other obstructions to a depth of at least 2 feet below finished grade for lawn areas and at least 4 feet for trees and shrubs. D. All excavated materials not suitable for fill or backfill, shall be removed from the Site and disposed of in an appropriate manner, unless on-site disposal is specifically approved by the Owner. E. Unanticipated soil conditions: 1. If unsuitable bearing materials are encountered at the specified depths, carry excavation deeper and replace the excavated material with the specified fill. F. Excessive excavation: 1. ff any part of the general or trench excavation extends beyond the depth shown on the Drawings, or as specified herein or furnish and install specified compacted fill, up to the required elevations. 3.03 TRENCH EXCAVATION A. Excavate as necessary for all pipes, storm and sanitary drainage, electrical, telephone, cable television, fire alarm, water, gas, related structures and appurtenances, and for any other trenching necessary to complete the Work. Unless otherwise indicated, provide a separate trench for each utility. B. Definitions: 1. Trench shall be defined as an excavation in which the bottom width does not exceed 7 feet and the width does not exceed twice the depth. All other excavations shall be defined as open excavation. 2. The words "invert" or "invert elevation" as used herein means the elevation at the inside bottom of pipe or channel. 3. The words "bottom of the pipe" as used herein mean the elevation at the base of the pipe at its outer surface. C. Trench excavation shall comprise the removal of all materials encountered. During excavation, materials determined to be suitable for backfilling shall be piled in an orderly manner a sufficient distance from the walls of the trench to avoid overloading and to prevent slides or cave-ins. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-4 D. There may be utilities and other underground pipes along the course of the Work. Information shown on the Drawings as to location is from available sources, but no guarantee is inherent or to be assumed that such information is accurate or complete. Exercise special care during operations to avoid damage to utilities and structures. When necessary, cooperate with, and consult with the appropriate representatives in order to avoid such damage. Preserve and protect from injury all property either public or private along and adjacent to the line of work, and be responsible for and repair any and all damage and injury thereto, arising out of or in consequence of any act or omission. All existing pipes shall be supported in place or otherwise protected from injury, or shall be restored to at least as good condition as that in which they were found immediately prior to start of work. E. Provide suitable passage over trenches where required for accommodation and safety of the traveling public and as necessary to satisfy the required permits and codes. F. Trenches shall be excavated to the necessary width and depth for proper laying of pipe or other utility and shall have vertical sides or slopes as required by codes. Minimum width of trenches shall provide clearance between the sides of the trench and the outside face of the utility. G. Utilities shall not be laid directly on ledge, boulders, or other hard material. This material shall be removed as specified herein within trench limits, and within vertical planes to one foot outside of structure walls. Backfill will be with the specified fill, placed in lifts, and compacted to specified compaction as described herein. All rock excavation shall be considered unsuitable for backfill around utilities. H. Coordinate all utility and trench backfilling with the trades involved. 3.04 ROCK EXCAVATION A. Definitions: The excavation of the following items, if they cannot be broken and removed .by power excavation equipment and require the use of drill and explosives is defined as "rock excavation": a. Rock or stone in original ledge. b. Hard shale in original ledge. c. Boulders on site, outside trench limits exceeding 2 cubic yards in volume. d. Boulders within trench limits exceeding one cubic yard in volume B. Exposed surfaces of rock after excavation shall be free of loose fragments of rock and decomposed rock. 3.05 FILLING AND GRADING A. Fill materials are to be placed as designated herein and as indicated on the Drawings. B. Density is percent of maximum dry density of the material at optimum moisture content as determined by methods of test for ASTM designation D1557. 1. PROCESSED GRAVEL shall be placed and compacted in 6 inch lifts to a minimum of 95 percent maximum dry density. 2. ORDINARY FILL shall be placed and compacted in 12 inch lifts to a minimum of 85 percent maximum dry density in lawn areas, parking islands, and in embankments other than for roadways. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-5 3. SCREENED GRAVEL shall be placed and compacted in 8 inch lifts to a minimum of 95% maximum dry density as bedding for utility pipes, drainage and sewer structures. 4. STRUCTURAL FILL shall be provided as required by the Structural Engineer. Unless otherwise specified or directed by the Structural Engineer, structural fill placed under all building footings and slabs and within the load influence lines extending from the limits of structures downward at a slope of 2 horizontal to 1 vertical, and compacted in 6 inch lifts to a minimum 95% of maximum dry density. Structural fill shall be placed to the depth required for adequate firm bearing on naturally deposited soil. 5. Topsoil shall be stockpiled and re -spread on the Site as specified. If a deficiency of topsoil occurs, loam borrow shall be provided by the Contractor. 6. Sand fill shall be used as a bedding material for electric, telephone, cable television and fire alarm utilities. C. The fill material shall be placed in uniform horizontal layers and not exceed the specified depth of lift when compacted. To the extent practicable, each layer of material shall extend the entire length and width of the area being filled. D. When the moisture content of the fill material is below the optimum, water shall be added until the moisture content is as specified. E. When the moisture content of the fill material is above the optimum, the fill material shall be aerated by blending, mixing, or other satisfactory methods until the moisture content is as specified. F. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to ensure that the desired density is obtained. 3.06 BACKFILLING A. Areas to be backfilled shall be free of construction debris, refuse, compressible or decayable materials and standing water. Do not place fill when the ambient temperature is below 30 degrees Fahrenheit and when fill materials or layers below it are frozen. B. All fill material shall be placed and compacted "in -the -dry". The Contractor shall dewater excavated areas as required to perform the Work and in such a manner as dictated by the state of the subgrade soils. C. Excavated material approved by the Engineer, or ordinary fill, shall be used as backfill around manholes and other structures, except as otherwise specified. D. Backfilling of foundations, structures, and retaining walls shall not commence until they are braced or have cured sufficiently to develop the strength necessary to withstand, without damage, the pressure that will result from backfilling and compacting operations. If fill is required on both sides of a wall, it shall be brought up simultaneously and evenly on both sides. Damage to the walls and to dampproofing or waterproofing and other work in place shall be avoided. Stones larger than 6 inches maximum dimension shall not be permitted in the upper 2 feet of fill or within 2 feet of walls. E. Backfilling operations of utility trenches shall not commence until the locations of all pipe and appurtenances have been recorded. Backfill carefully by hand around pipe to a depth of one foot above top of pipe using material specified herein, and tamping firmly in layers not exceeding those previously specified, compacting by hand rammers or mechanical tampers. When a manufacturer of utility lines suggests backfill materials and methods other than those LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-6 specified herein, such requirements shall govern, providing the finished work equals or exceeds the result obtained by the materials and methods specified herein. F. Screened gravel bedding will be required below all pipe unless otherwise shown on Drawings or specified herein. Screened gravel is required under all utility structures. Screened gravel shall be placed to the full width of the trench and under utility structure foundations as indicated on the Drawings. 3.07 COMPACTION REQUIREMENTS A. Compaction shall be accomplished by vibratory rollers, multiple -wheel pneumatic -tired rollers or other types of approved compacting equipment. Loaded trucks, low beds, water wagons and the like shall not be considered as acceptable compaction equipment. Equipment shall be of any such design that it will be able to compact the fill to the specified density in a reasonable length of time. B. Compaction tests shall be performed by an independent testing agency to determine the respective compaction percentages. The results are to be submitted to the Engineer for review. 3.08 ROUGH GRADING A. Rough grading shall include the shaping, trimming, rolling and finishing the surface of the sub- base, shoulders and earth slopes, and the preparation of sub -base for loam, seeding and paved surfaces. The grading of shoulders and sloped areas may be done by machine methods. Up to 1 inch in 10 feet tolerance will be permitted provided the slopes are uniform in appearance and without abrupt changes. All ruts shall be eliminated. Grading of subgrades for paved areas shall be finished at the required depth below and parallel to the proposed surface within 3/8 inch in 10 feet tolerance. B. If, during the progress of rough grading work, any water pipe, sewer, conduit, drain, or other construction is damaged, Contractor is to repair all such damage and restore damaged areas to their original condition. C. Do all other cutting, filling and rough grading to the lines and grades indicated on the Drawings. Grade evenly to within the dimensions required for finished grades shown on the Drawings. No stone larger than 6 inch in largest dimension shall be placed in the fill material. D. Rough grades shall be brought below finished grades in accordance with the various depth specified herein or as shown on the Drawings. E. No rubbish of any description shall be allowed to enter fill material. Rubbish shall be removed from the Site. F. Complete the grading operations after the utilities have been installed, site improvements constructed, and all materials, rubbish and debris removed from the Site. Leave subgrade for lawns clean at required grades. There must be sufficient grade staking to witness correct lines and grades. 3.09 PROTECTION A. Execute all work in such a manner that no damage or injury will occur to adjacent public or private property, structures, or utilities. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-7 B. Precautions shall be taken to protect all individuals from injury during construction operations. These precautions shall consist of, but shall not be limited to the use of signs, barriers, lights and the covering of open excavations. C. Damage to any adjacent public or private property, structure, or utility which is caused as a result of the construction process, shall be the Contractor's responsibility to repair. D. All areas disturbed during the construction process inside or outside the construction limit line and not otherwise noted as paving or lawn, shall be mulched, seeded, or sodded as determined by the Engineer. 3.10 RESTORATION OF SITE ITEMS A. Wherever streets, lawns, or other items inside or outside the Contract Limit Lines have been excavated in fulfilling the Work required under the Contract, Contractor is to furnish and install all material necessary to bring finish surfaces level with the existing adjacent conditions. All Work shall be installed to match the existing conditions. END OF SECTION LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200-8 SECTION 02600 SITE UTILITIES PART 1 - GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division 1 General Requirements apply to the work under this Section. 1.02 SUMMARY A. Description of work included: Provide labor, material, services, equipment, layout and transportation necessary to install, complete for continuous operation, all utility systems indicated on the Drawings and as specified herein including, but not limited to the following items: 1. Storm drain system. 2. Provide assistance to the Engineer while performing inspections. 3. Permits and fees. 1.03 PERMITS, LAWS, ORDINANCES AND CODES A. Obtain and pay for all permits, inspections, licenses and certificates required for the specified work under this Section and as shown on the Drawings. B. Comply with the rules, regulations, laws and ordinances of all local, state and federal authorities having jurisdiction, and of the Local Department of Public Works. 1.04 RECORD DRAWINGS A. Keep on the job at all times, one (1) complete and separate set of prints of the site utility work. Wherever Work is installed different than as shown on the Drawings, such changes shall be recorded. 1.05 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades who are thoroughly familiar with the Industry Standards and the specifications herein. 1.06 GUARANTEE A. All materials, items of equipment and workmanship furnished under this Section shall carry a 2 - year guarantee against defects in material and workmanship. Any fault due to defective or improper material, equipment, workmanship or design which may develop shall be made good, forthwith, by and at the expense of the Contractor, including all other damage done to areas, materials and other systems resulting from this failure or correction thereof. B. Upon receipt of notice from the Owner of failure of any part of the systems or equipment during the guarantee period, the effected parts shall be replaced by the Contractor. LUCENT HIGH HOUSE 3/15/99 SITE UTILITIES LUCENT TECHNOLOGIES 02600-1 1.07 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Before beginning Work, thoroughly examine the Site, Contract Documents and the Drawings B. All existing utilities shall be verified for service, size, invert elevations, location, etc., prior to new connections to or relocation of same. Notify the Owner and Engineer in writing of any and all discrepancies prior to commencing any work. All existing utilities uncovered or damaged during excavations and construction shall be plugged, capped, re-routed or relocated as directed by the owner so as not to interrupt the operation of any of the existing systems. 1.08 WORKMANSHIP A. The entire Work provided in this Specification shall be constructed and finished in every respect in a workmanlike manner. It is not intended that the Drawings shall show the exact locations of every utility but the Contractor shall completely coordinate with all other utilities as necessary to complete the system in accordance with the best trade practice and to the satisfaction of the Owner and any and all authorities having jurisdiction. B. Keep other subcontractors fully informed as to the elevation, size, and position of all utilities required and give full information to the other subcontractors sufficiently in advance of the Work so that all utilities may be coordinated in advance of their installation. C. Obtain detailed information from the manufacturers of apparatus as to the proper method of installing and connecting same. 1.09 PROTECTION A. The Contractor shall be responsible for his Work and equipment until finally inspected, tested, and accepted. Carefully store materials and equipment which are not immediately installed after delivery to Site. Close open ends of Work with temporary covers or plugs during construction to prevent entry of obstructing material. B. The Contractor shall protect work and material of other trades from damage that might be caused by his work or workmen and make good damage thus caused. PART 2 - PRODUCTS 2.01 MATERIALS A. Storm Drains and the Drain Manholes shall be as specified in their respective Sections of this Specification. B. Any new piping or utility line indicated on the Drawings and not specified in these Specifications shall be approved by the respective utility company and the Local Pubic Works Department prior to its installation. PART 3 - EXEUCTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this Section will be performed and correct unsatisfactory conditions prior to proceeding. LUCENT HIGH HOUSE 3/15/99 SITE UTILITIES LUCENT TECHNOLOGIES 02600-2 3.02 MAINTENANCE A. Protect graded, finished or paved areas from damage and keep them free of trash and debris resulting from construction operations. B. Repair and re-establish grades in settled, eroded, and rutted areas to the specified tolerances. C. Lawn or planting areas excavated during utility installation, whether on the Site or adjacent properties, shall be regraded and restored to conditions exactly like those prior to disruption, or adjacent property owners. 3.03 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove waste materials, including excavated material classified as unsatisfactory soil material, trash and debris, and dispose of it legally. END OF SECTION LUCENT HIGH HOUSE 3/15/99 SITE UTILITIES LUCENT TECHNOLOGIES 02600-3 SECTION 04200 UNIT MASONRY PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Concrete masonry units for exterior walls as indicated. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 05500 - MISCELLANEOUS METALS; loose lintels and angles. 2. Section 07900 - JOINT SEALERS. 3. Section 08110 -STEEL DOORS AND FRAMES; built into masonry construction. 4. Section 08510 -STEEL WINDOWS; built into masonry construction. 1.04 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. 1.05 TESTS A. Fire -Resistance: Where fire -resistance ratings are indicated or required by authorities having jurisdiction, provide materials and construction which is identical to assemblies whose fire - resistance rating has been tested in compliance with ASTM E119 by independent agencies acceptable to the Owner's Representative and authorities having jurisdiction. B. Testing and inspection of mortar and masonry materials will be conducted by testing laboratory selected and paid for as described under Section 01410. C. No materials shall be used on work without prior test and written approval of Testing Laboratory. Materials shall be submitted to Testing Laboratory at least three weeks in advance of proposed first use in structure for subjection to basic acceptance tests and determination of basic mixtures. D. At start of field operations, and periodically during course of work, Testing Laboratory will test materials and mortar and conduct on -job inspections of measuring, mixing, laying, and curing of mortar and masonry materials, including prism tests, in conformance with ASTM C 952 and ASTM E 447 (Method B), to ensure compliance with these specifications and originally approved samples. Number and frequency of tests shall be determined by Testing Laboratory and Owner's Representative. Recommendations of Testing Laboratory shall be strictly LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-1 followed. E. Prepare seven-day and 28 -day prisms for each 5,000 sq. ft. of brick and CMU wall area installed, and deliver to testing laboratory as directed. 1. Height:thickness ratio for brick prisms shall be 5:1. 2. Height:thickness ratio for CMU prisms shall be no less than 1.33:1 and no more than 3:1. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements. B. Verification Samples: Submit representative samples of each material that is to be used in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. Provide 6" long and 3/8" wide mortar color verification samples in square aluminum channels. C. Test Reports: Submit certified reports for tests required. D. Shop Drawings: Provide complete, detailed drawings for fabrication of all components, special bricks and work. Show large scale details of sizes, profiles, reinforcing, anchors, ties and all other critical elements. Provide coordination drawings showing location of anchors and ties which must be built into other work. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle materials in strict compliance with manufacturer's instructions and recommendations. Protect from damage. B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.08 PROJECT CONDITIONS A. Hot Weather Protection: Use mortar within 1-1/2 hours after mixing. Discard all mortar over 1- 1/2 hours old and all mortar that has stiffened due to hydration (setting). B. Cold Weather Protection: Strictly comply with recommendations of Brick Institute of America Technical Note No. la, Cold Weather Masonry Construction, Construction and Protection Recommendations and the Portland Cement Association. C. Protection: Cover work at the end of each day and whenever work is not in progress. Extend cover down both sides of walls at least 24 " and hold securely in place. D. Loading: Do not apply loads until work has set and cured and is ready to accept loading. E. Staining: Prevent mortar from staining face of masonry that is to be left exposed. Clean exposed masonry immediately using soft brushes and water only. Protect base of walls from splashed mud and other stains. F. Protect sills, ledges and projections from mortar droppings. 1.09 SEQUENCING AND SCHEDULING A. Conference: Convene a pre -installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. Establish number of courses which can be laid in one day to prevent bowing due to weight of LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-2 brick without relieving angles. B. Perform work of this section and other sections to ensure proper fit and coordination of all parts of the building. Coordinate location of anchors, ties, and reinforcing built into other work. PART 2 -PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Provide hollow loadbearing concrete masonry units conforming to ASTM C 90, Type I, moisture controlled units. Provide solid loadbearing concrete masonry units conforming to ASTM C 145. Provide concrete masonry having the following characteristics: 1. Size, Standard Units: Provide units with nominal 8" by 16" face size by thickness indicated for 3/8" joints unless indicated otherwise. Provide thicknesses indicated, or if not indicated, as necessary to create a properly supported, structurally safe wall built within the height to width limitations required by codes and recommended by the National Concrete Masonry Association. 2. Shapes: Provide special shaped units for lintels, corners, jambs, headers, control joints and other conditions. Never expose cores. 3. Grade: Provide grade N for all work. 4. Weight: Provide normal weight units, except provide units with weight as standard with manufacturer for all units in fire -rated assemblies. 5. Types: Provide the following: a. Exterior split face block; color, texture, and finish as selected by the Owner's Representative. b. Exterior ground face block; color, texture, and finish as selected by the Owner's Representative. 2.02 MORTAR MATERIALS A. Portland Cement: Complying with ASTM C 150, type I, free from water soluble salts and alkalies. Provide cement that exhibits no efflorescence when tested in conformance with standard efflorescence test, ASTM C 67, modified to use 2" x 7" x 2-1/2" mortar samples consisting of a mixture of 1 part by weight of cement under test and 2 parts of sand mixed to a flow of 100% with water. Provide cement color as necessary to provide mortar colors required by Owner's Representative. Two colors are required. B. Lime: ASTM C 207, hydrated, type S. C. Grout Aggregate: Complying with ASTM C 404. D. Mortar Aggregate: Complying with ASTM C 144, well graded. E. Mortar Pigment: Natural and synthetic oxides of iron and chrome, compounded for use in mortar. Use only pigments with proven record of satisfactory performance. Davis Colors as selected or equal by Soloman Grind -Chem pigments are acceptable products. F. Water: Clean and potable. 2.03 REINFORCING, TIES AND ANCHORS A. Masonry to Structural Steel Anchors: Provide two-piece, hot -dip galvanized flexible anchors which permit horizontal and vertical movement, but provide secure lateral restraint. Provide size, gage and strength as necessary to provide a safe installation complying with applicable code and structural requirements. Provide units by Hohmann and Barnard, Dur -O -Wal or approved equal. LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-3 B. Horizontal Joint Reinforcing: Provide ladder type, welded wire units fabricated from 9 gage ASTM A82 cold -drawn galvanized steel wire with deformed side wires and smooth cross wires spaced not more than 16" o.c. Provide prefabricated corners and tees. Provide one side rod for each concrete masonry shell face. C. Masonry to Concrete Anchors: Provide minimum 24 gage steel dovetail slots and 1" wide, 16 gage galvanized steel corrugated anchors of length to suit wall conditions. Provide units by Hohmann and Barnard, Dur -O -Wal or approved equal. D. Miscellaneous Ties: Provide hot -dip galvanized steel straps, bars, rods and similar items which are fabricated from not less than 16 gage sheet steel or 3/16" diameter steel wire. E. Reinforcing Steel: Provide deformed rebars complying with ASTM A 615, Grade 60. F. Galvanizing: Provide hot -dip galvanized, ASTM A 153, class B2,1.5 oz/ft' nickel zinc coating on all ties, anchors and similar items which extend into an exterior wall assembly, except items of stainless steel. Semi -exposed areas shall be considered exterior. Hot -dip galvanize reinforcing. 2.04 MISCELLANEOUS MATERIALS A. Bond Breaker: 15 Ib. roofing felt complying with ASTM D 226 or ASTM D 227. B. Control Joints: Solid rubber strips with Shore A hardness of 60 to 80. 2.05 MORTAR AND GROUT MIXES A. Mortar: Provide mortar complying with ASTM C 270 property specifications. When mixing use known volume measures; do not batch by shovel. Provide 1:1:6 mortar mix (for Type N) as approved. 1. Provide Type N mortar for exterior masonry above grade and interior non-loadbearing partitions. 2. Provide Type S mortar for reinforced and load bearing masonry, for masonry below grade and in contact with earth and elsewhere as indicated. B. Grout: Provide grout complying with ASTM C 476 and with consistency appropriate to conditions so that grout will completely fill all spaces intended to receive grout. C. Do not use admixtures or anti -freeze agents. Do not use masonry cement. Do not use calcium chloride or any compounds or mortar ingredients containing chlorides. Do not retemper mortar. D. Color: Provide mortar with color as acceptable to Owner's Representative. Do not exceed pigment to mortar ratio of 1:10. 2.06 CLEANING MATERIALS A. Provide chemical cleaning products, SureKlean 600 by ProSoCo Inc. or approved equal. PART 3 -EXECUTION 3.01 INSTALLATION - GENERAL A. Strictly comply with industry standards and recommendations of National Concrete Masonry Association, and Prestressed Concrete Institute, except where more restrictive requirements are specified in this section. Beginning work means Installer accepts substrates and conditions. 1. Allow sufficient setting time for mortar so that weight of work above does not cause lower work to bulge or creep prior to full set of mortar. LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-4 2. Remove and replace with matching brick any spalled or otherwise damaged face brick. B. For unit masonry, lay masonry with bond patterns indicated on the Drawings. Provide expansion, control and isolation joints in masonry work where shown, or if not shown, at locations approved by Owner's Representative. Provide joints not more than 30' on center and in compliance with BIA recommendations as acceptable to the Owner's Representative. C. Tool joints concave as work proceeds in accordance with Owner's Representative's approved joint. Compress mortar to form a dense, smooth weathertight surface. Rake out mortar where sealants are shown to be installed. D. Lay masonry plumb and level with full bed and head joints, fully buttered and shoved into place. Do not slush joints. E. Remove, clean and reset with fresh mortar all masonry units that are disturbed after laying. F. Cut masonry units with power saw designed for cutting masonry with sharp, unchipped edges. Cut masonry to form special shapes as indicated. Where special shapes cannot be cut or formed without exposing coring or frogging, provide custom made special shaped units. No cut ends shall be exposed. G. Install work with random color variations with no groups of lighter or darker units. Take masonry units from stacks randomly to avoid noticeable color variations. Work without random color variation, in the opinion of the Owner's Representative, will be rejected. H. Layout walls in advance for accurate spacing, uniform joint widths, and accurate bond pattern. Avoid the use of less -than -half size units. Review layout with Owner's Representative prior to proceeding. Owner's Representative reserves the right to reject work if layout is not as indicated. Where work is interrupted, do not tooth masonry. Cut back one-half unit in each higher course J. Leave openings for other materials and equipment as necessary. Complete masonry work after installation of other work. Build -in other work as masonry work progresses to the greatest extent possible. K. Grout units wherever shown and at all reinforcing, masonry lintels, bond beams, jambs and bearing points. Fully grout metal frames built into masonry work. L. For non-loadbearing work allow for deflection between top of walls and structure above. Maintain lateral stability in a manner acceptable to Owner's Representative and authorities having jurisdiction. Provide compressible fillers and joint sealers to maintain acoustical performance of wall assembly. 3.02 REINFORCING, TIE, & ANCHOR INSTALLATION A. Provide reinforcing, ties and anchors for all work using the appropriate detailed or specified type for each condition. Ensure sufficient anchorage of brick wythe to back-up material to ensure deflection not to exceed U600. B. Confirm with manufacturer of ties and anchors that tie spacing for cavity depth does not exceed slenderness ratio of wire. C. For horizontal joint reinforcing at CMU and as indicated on the Structural Drawings, provide continuous joint reinforcing spaced not more than 16" o.c. vertically, except space reinforcing at 8" o.c. at tops of walls, and 8" o.c. immediately above and below openings and extend this reinforcing at least 2' beyond each jamb. Overlap joints in wire ladder reinforcing at least 6". Splice reinforcing bars as scheduled or detailed. Do not bridge expansion and control joints, if LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-5 any. Provide preformed comers and tees. 3.03 GROUTED REINFORCED COMPONENTS A. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. B. Place and consolidate grout fill without displacing reinforcing. C. Lay masonry units with core cells vertically aligned, clear of mortar and unobstructed. D. Reinforce masonry unit cores with reinforcement bars and grout as indicated. E. Secure vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 100 bar diameters. Splice reinforcement in accordance with details or schedule. F. Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout spaces; bevel back and upward. Permit mortar to cure four days before placing grout. G. Wet masonry unit surfaces in contact with grout just prior to grout placement. H. Grout spaces less than 2 inches in width with fine grout using low lift grouting techniques. Grout spaces 2 inches or greater in width with coarse grout using high or low lift grouting techniques. 3.04 LINTEL INSTALLATION A. Install loose metal lintels where shown and elsewhere as needed. Coordinate with requirements of structural drawings. 3.05 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Document and shall not be added to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level and Line: ±1/8" in 20'-0". 2. Allowable Variation from True Wall Thickness: ±1/8" 3. Allowable Variation from True Plane of Adjacent Surfaces: ±1/16" in 10'-0". 3.06 REPAIRING, CLEANING AND PROTECTION A. Remove and replace work that is loose, chipped, broken or otherwise damaged. Eliminate all evidence of repair. Enlarge voids and holes in mortar joints and point with mortar to exactly match sound adjacent mortar. B. Clean exposed surfaces by dry brushing at the end of each day's work. Comply with recommendations of NCMA TEK Bulletin No. 28. Remove and replace work that cannot be successfully cleaned. Demonstrate cleaning technique on sample panel and obtain Owner's Representative's approval before beginning cleaning work. Do not use muriatic acid or other chemical cleaners without the written permission of the Owner's Representative. END OF SECTION LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200-6 SECTION 05500 MISCELLANEOUS METALS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Bollards. 2. Miscellaneous bearing and leveling plates. 3. Angle restraints at CMU. 4. Framing at duct bank penetration. 5. Framing and support for overhead coiling doors. 6. Bar grating. 7. Rough hardware. B. This section includes all items made of iron or steel which are not included as part of Section 05120, STRUCTURAL STEEL, or other metal systems specified elsewhere and as specified herein. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 03300, CAST -IN-PLACE CONCRETE. 2. Section 04200, UNIT MASONRY. 3. Section 05120, STRUCTURAL STEEL. 4. Section 08330, OVERHEAD COILING DOORS. 1.04 QUALITY ASSURANCE A. Engineering: Provide the services of a Professional Engineer, registered in the Commonwealth of Massachusetts, to design and certify that the work of this section meets or exceeds the performance requirements specified in this section. B. Shop fabricate work to the greatest extent possible. Clearly label pieces in shop to facilitate field assembly. C. Perform welding in compliance with American Welding Society Code. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations, and recommendations for each material used. Provide certifications stating that materials comply with requirements. LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500-1 B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress; allow for field cutting and fitting where taking field measurements before fabrication is not possible. Do not field cut or fit items which have been hot -dip galvanized after fabrication. D 1.06 A 1.07 Calculations: Provide professionally prepared calculations and certification of the performance of this work. Show how design load requirements and other performance criteria have been satisfied. DELIVERY, STORAGE AND HANDLING Store work off of the ground and under cover. primer coatings until finish painting is complete minimize on-site storage. PROJECT CONDITIONS Protect from damage. Maintain shop applied . Sequence deliveries to avoid delays, but A. Do not permit use of stairs, ladders, handrails, guardrails or other work until work is completely and fully installed and ready to assume its intended design loads. Do not permit overloading of any miscellaneous metal system. Do not permit use of concrete filled metal pan stair systems before concrete is placed and cured. PART 2 -PRODUCTS 2.01 MATERIALS AND PRODUCTS A. Steel Shapes: ASTM A 36. B. Steel Tubing: ASTM A 500 or A 501, hot or cold rolled. C. Steel Sheet: ASTM A 366, A 570 or A 611, of grade required for design loading. D. Steel Pipe: ASTM A 53, black schedule 40, unless indicated otherwise. Type and grade as required for design loading. E. Aluminum: Alloy 6063-T5 extrusions suitable for service intended. F. Iron Castings: ASTM A 47 or A 48, grade and class are manufacturer's option. G. Steel Bars for Gratings: ASTM A 569 or ASTM A 36. H. Wire Rod for Grating Cross Bars: ASTM A 510. I. Grout: Pre -mixed, non -staining, non -corrosive, non -shrink, non-metallic complying with CE CRD -0588, type D. J. Bolts and Fasteners: ASTM A 307 and other types as appropriate and approved by Owner's Representative. K. Concrete: Comply with requirements of Section 03300 - CAST -IN-PLACE CONCRETE. L. Comply with the latest edition of the following standards: 1. AISI Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500-2 2. AISC Code of Standard Practice for Steel Buildings and Bridges. 3. AWS Code for Welding in Building Construction. 4. Specifications for Structural Joints using ASTM A 325 or A 490 Bolts, Research Council on Riveted and Bolted Structural Joints of Engineering Foundation. 5. SSPC Painting Manual, Vol. 1 - Good Painting Practice and Vol. 2 - Systems and Specifications. 6. Fed. Specs QQ-1-652A, Iron Gray Castings: QQ-S-741 A, Steel Plates, Shapes and Bars, Carbon, Structural; WW -P-521, Malleable Iron. 2.02 FABRICATION A. General Fabrication: Fabricate work to be truly straight, plumb, level and square and to sizes, shapes, and profiles indicated on approved shop drawings. Ease exposed edges. Cut, reinforce, drill and tap metalwork as necessary for proper assembly and use. 1. Fabricate all miscellaneous metal supports, brackets, braces and the like required to fully complete the work of this project. 2. Coordinate miscellaneous metal requirements with other specification sections to ensure proper interface of various parts of the work. 3. Obtain loading requirements from suppliers of work to be supported and design and fabricate support systems with factor of safety of at least 6. B. Work Exposed To View: Take special care in choosing materials that are smooth and free of blemishes such as pits, roller marks, trade names, scale and roughness. Fabricate work with uniform, hairline tight joints. Form welded joints and seams continuously and grind flush and smooth to be invisible after painting. Fillet welds will not be accepted; plug welds and flush welds are required. For exposed fasteners, use hex head bolts or Phillips head machine screws. C. Galvanizing: Hot -dip galvanize all exterior miscellaneous metalwork, all items located in exterior wall and roof assemblies, and all items indicated to be galvanized in strict compliance with ASTM A 123, A 143, A 153, A 384, A 385, and A 386. Any item that is cut, welded, or is otherwise damaged must be repainted with an acceptable zinc -rich coating product. 1. Nickel Zinc: Comply with ASTM B 6, Duncan Deltagalv or equal. 2. Coverage: Provide at least 2.0 oz./sq.ft. nickel zinc coverage, but not less than the coverage required by referenced standards. 3. Fabrication: To the greatest extent possible, galvanize after fabrication is completed. 4. Touch Up: Touch-up damaged or abraded galvanized surfaces with ZRC Cold Galvanizing Compound, Duncan ZiRP or Owner's Representative approved equal is compliance with ASTM A 780. D. Painting & Preparation: Prime paint all work not indicated to be galvanized. Prepare work for shop priming in compliance with Steel Structures Painting Council SP -6 Commercial Blast Cleaning. Provide 1 mil dry film thickness of rust inhibitive primer specified in Section 09900 - Painting. Provide two coats with two mils total dry film thickness for surfaces which are inaccessible after assembly or erection. E. Bearing and Leveling Plate Fabrication: Design and fabricate plates for steel and wood members bearing on masonry or concrete. Provide flat, uniform bearing areas of size and thickness required for loading conditions encountered. Use standard AISC and AITC design criteria. Drill plates as necessary to receive anchor bolts and for grouting access. Units in exterior wall construction shall be hot dip galvanized. F. Miscellaneous Framing and Supports: Fabricate all miscellaneous metal supports, brackets, braces and the like required to fully complete the work of this project. Examine all shop drawings for other work of the Contract and provide all miscellaneous steel items as noted thereon. Coordinate requirements with work of other specification sections to ensure proper LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500-3 interface of various parts of the work. Obtain loading requirements from manufacturers and suppliers of work to be supported and design and fabricate support systems with safety factory of at least 6. G. Rough Hardware: Provide standard and custom fabricated bolts, anchors, hangers, dowels and other miscellaneous metal items as needed to properly complete the work of the project. H. Metal Bar Grating Fabrication: Fabricate welded steel bar gratings to comply with NAAMM A202.1, bearing bar sizes as indicated, and as follows: 1. Traffic Surface: Serrated. 2. Removable Grating Sections: Fabricate removable grating sections where indicated with banding bars welded to entire perimeter of removable section. Provide anchors and fasteners for attachment to supports. Provide minimum of four saddle clips for each removable section. Fabricate each clip to fit over two bearing bars. Furnish threaded bolt with nuts and washers for each clip required. Concrete Filled Pipe Bollard Fabrication: Provide 8 in. diameter Schedule 80 steel pipe of length to extend from at least 3 ft. below grade to at least 30 in. above grade, unless otherwise indicated. PART 3 -EXECUTION 3.01 INSTALLATION/ERECTION A. Provide suitable anchors and fasteners to connect miscellaneous metal items to other construction. Provide setting templates and diagrams and coordinate with other work so that adequate anchor bolts, blocking and bracing is in place and accurately located. Beginning work means Installer accepts substrates and conditions. B. Set work accurately and truly plumb, level and aligned. Make field assembly and connections with the same level of quality as shop fabricated work. C. For bearing and leveling plates, clean concrete and masonry bearing surfaces and roughen to improve bond. Thoroughly clean steel bearing surfaces. Set loose plates on shims or wedges. Level and plumb work, then tighten anchor bolts. Cut off protruding shims and wedges and pack voids solidly with grout. D. Steel Pipe Bollards: Install steel pipe bollards as indicated on Drawings. Set bollards in concrete. Concrete shall be as specified in Section 03300, CAST -IN-PLACE CONCRETE. Provide temporary bracing to accurately plumb bollards until concrete base has set. Fill pipe with concrete and form a smooth, rounded crown on top to shed water. D. Metal Bar Grating Installation: Install metal gratings in conformance with recommendations of NAAMM Ref. 1 for types of gratings and bar sizes indicated, including installation clearances and anchoring details. E. Miscellaneous Items: Carefully review Drawings for miscellaneous metal items required by various trades but not specifically listed above, such as miscellaneous clip angles, miscellaneous steel bracketing, and other miscellaneous metal items as indicated on Drawings, reasonably implied therefrom, or reasonably necessary for thorough completion of work. 3.02 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Document and shall not be added to allowable tolerances indicated for other work. LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500-4 Allowable Variation from True Plumb, Level and Line: ±1/8" in 20'-0" 3.03 REPAIRING, CLEANING, & PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. B. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. END OF SECTION LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500-5 SECTION 07160 BITUMINOUS DAMPPROOFING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Cold -applied asphalt emulsion dampproofing at foundation walls. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 03300, CAST -IN-PLACE CONCRETE 2. Section 04200, UNIT MASONRY 1.04 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations, and recommendations for each material used. Provide certifications stating that materials comply with requirements. 1. Include verification that product selected is vapor permeable and will not act as a vapor barrier in the exterior wall assembly. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers' instructions and recommendations. Protect from damage. 1.07 PROJECT CONDITIONS A. Weather: Perform work only when existing and forecasted weather conditions are within the limits established by manufacturers of the materials and products used. Asphalt emulsion dampproofing products can freeze because they are water-based. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. LUCENT HIGH HOUSE 3/15/99 BITUMINOUS DAMPPROOFING LUCENT TECHNOLOGIES 07160-1 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Provide products of one of the following manufacturers if they meet or exceed the requirements of these specifications: 1. Karnak Chemicals 2. Pecora Corporation 3. Sonneborne Building Products 2.02 PRODUCTS A. Asphalt Emulsion Dampproofing: Provide non-fibrated type liquid emulsion conforming to ASTM D 1187, type B or ASTM D 1227, type II. B. Protection Boards: Provide 1/8 in. thick, premolded semi-rigid boards consisting of mineral/asphalt cores and asphalt felt and polyethylene facings, equal to one of the following: 1. W.R. Meadows, PC -2. 2. Pecora, Protection Sheet. C. Verify that protection course materials are compatible with dampproofing system used. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Do not dampproof over frozen substrates. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. B. Clean substrate, fill voids, seal joints, and prime substrate all as recommended by manufacturer. C. Install separate flashings, corner protection strips and cants as recommended by manufacturer even if not shown on drawings. D. Protect adjacent work from spillage and migration. Do not clog pipes and conduits. E. At foundations, spray or brush two coats with minimum 1/16" thick total dry film thickness of dampproofing from 2" below finished grade to top of footing and across top of footing. Provide 100% coverage on surfaces indicated and on surfaces which are subject to water damage. 3.03 PROTECTION A. Where backfilling is indicated, provide protection board over completed and cured dampproofing. Fit tightly around obstructions and penetrations. Adhere protection board with additional dampproofing material. END OF SECTION LUCENT HIGH HOUSE 3/15/99 BITUMINOUS DAMPPROOFING LUCENT TECHNOLOGIES 07160-2 SECTION 07200 INSULATION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Batt or blanket type building insulation at underside of roof as indicated. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 07410, METAL PANEL SYSTEMS; Insulated wall panels. 1.04 INTENT A. A major intent of the work of this section is to retard the passage of heat and water vapor through building assemblies. To this end, take special care to fully extend insulation and vapor barrier coverage over all areas indicated, without gaps and voids. 1.05 QUALITY ASSURANCE A. Fire Performance: Provide products which meet or exceed flammability ratings indicated and required by authorities having jurisdiction. B. Thicknesses: Where thicknesses are indicated, they are related to the k -values specified. Provide additional thickness, if necessary, to obtain the same level of performance with acceptable substitute materials which have different values of thermal conductivity. Where R - values are indicated, provide thickness required to achieve value specified. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements and are intended for use indicated. 1. Compatibility: Submit certification that products selected for use are compatible with adjacent materials. B. Test Reports: Submit certified test reports for performance required. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNOLOGIES 07200-1 compliance with manufacturers instructions and recommendations. Protect from moisture and damage. Protect plastic insulations from sunlight. Take every possible precaution to avoid fire; conceal materials within building assemblies as quickly as possible. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 -PRODUCTS 2.01 BATT TYPE INSULATION A. Provide resilient, flexible batts of inorganic, non -asbestos fibers and binders complying with ASTM C 665, Type II and having the following properties and characteristics: 1. Thickness: 6" nominal; to achieve R19. 2. Density: 0.5 lbs/cu.ft. or greater except 2.5 lbs/cu.ft. at acoustical partitions. 3. k -Value: 0.27. 4. 'Facing: Membrane -faced. 5. Size: Coordinate widths with spaces to be insulated. 6. Flame Spread: Provide flame resistant facing with maximum flame spread of 25 or less; ASTM E 84. B. Acceptable Batt Insulation Manufacturers: Provide products of one of the following manufacturers if they meet or exceed the requirements of these specifications: 1. CertainTeed Products Corporation 2. Manville Building Materials Corporation 3. Owens -Coming Fiberglas Corporation PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturers instructions and recommendations, except where more restrictive requirements are specified in this section. 1. Clean substrates and remove projections which could puncture vapor barriers. 2. Extend insulation over entire area indicated to be insulated. 3. Fit tightly around penetrations and obstructions. Fill all holes, gaps and voids including voids and shim spaces at door and window perimeters. 4. Do not over compress insulation. 5. Provide insulation in one layer with tightly butted edges, unless indicated otherwise. 6. Provide continuous installation of vapor barrier with joints and transitions lapped and or sealed and punctures repaired. B. Roofing: Friction fit batt and blanket type insulation into framing spaces. Provide clips to prevent sagging. 3.03 PROTECTION A. Provide temporary protection to ensure work being without damage or deterioration from weather or physical abuse. END OF SECTION LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNOLOGIES 07200-2 LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNOLOGIES 07200-3 SECTION 07410 METAL PANEL SYSTEMS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes custom metal panel systems for wall panels and roof panels. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 05120 - STRUCTURAL STEEL; framing and supports for wall and roof panels. 2. Section 05500 - MISCELLANEOUS METAL. 3. Section 07200 INSULATION; insulation at roof panels. 4. Section 07600 - FLASHING AND SHEET METALS. 5. Section 07900 - JOINT SEALERS; sealant requirements. 6. Section 08100 - STEEL DOORS AND FRAMES; doors and frames installed in panel system. 7. Section 08510 - STEEL WINDOWS; windows installed in panel system. 8. Section 10200 - PRESSURE RELIEF PANELS. 1.04 QUALITY ASSURANCE A. Installer. A firm which has at least three years experience in work of the type required by this section and which is acceptable to the manufacturer of the panel system. B. Source: Provide panel systems which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the panel system. C. Engineering: Provide the services of a Professional Engineer, registered in the Commonwealth of Massachusetts, to design, seal and certify that the work of this section meets or exceeds code requirements and the performance requirements specified in this section. D. Subdivision of Work:. To limit responsibility, assign the complete preformed metal panel system including, but not limited to, panels, framing, subframing, fasteners, flashings, counterflashings, wall caps, copings, gravel stops, joint sealers and fillers, to one manufacturer and one installer. E. Pre -Installation Conference: Convene a pre -installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1. Comply with roof manufacturer's and roof installers requirements for protection of roof and flashings. F. Mock -Up: Mock-up of exterior wall including metal panels is required. Provide full-size mock-up as approved by Owner's Representative, including structural steel backup to support mock-up. LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410-1 Include masonry, window systems, metal panels, sealants and flashings. Locate on-site at location approved by Owner's Representative. Coordinate with work of other sections to ensure that mock-up construction is coordinated. Remove mock-up at end of project as acceptable to Owner's Representative. Refer to Drawings for sketch of mock-up. 1.05 PERFORMANCE REQUIREMENTS A. Thermal Movement: Provide metal panels which allow for expansion and contraction through ambient temperature range of 120 degrees F. B. Structural Performance: Provide metal panels, anchors and attachments which resist loads required by code and loads as indicated on the Structural Drawings without permanent deflection or permanent deformation. Information on Drawings referring to specific design of. attachment, panel stiffening, and structural systems is intended for information only. System performance, based on project conditions and compliance with all applicable codes and loading requirements, shall be the responsibility of the panel fabricator and installer. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements. B. Shop Drawings: Provide shop drawings for fabrication, installation and erection of all parts of the work. Provide large scale detailed plans, elevations, and details of anchorages, connections and accessory items. Distinguish between factory and field assembly work. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress. D. Calculations: Provide calculations and certification of the performance of this work prepared and sealed by a Professional Engineer, registered in the Commonwealth of Massachusetts. Show how design load requirements and other performance criteria have been satisfied. E. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. Submit full range of standard and custom color samples of joint sealant material for selection by the Owner's Representative. F. Test Reports: Submit certified reports for tests and performance required. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from all possible damage. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 -PRODUCTS 2.01 STEEL WALL PANELS A. Insulated Panel System: Metl-Span III CF Wall. Panels, as manufactured by Meti-Span Corporation, or approved equal and complying with the following: 1. Steel Sheet: 22 gage galvanized interior and exterior sheets, stucco embossed, ASTM A 653, G90. 2. Insulation Core: Foamed -in-place polyurethane, CFC free, 2.0 lbs/cu. ft. density, 22 psi compressive strength LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410-2 3. Provide installation accessories including stainless steel clips, closures, interlock sealant, 18 gage G90 galvanized steel subgirts 4. Exterior Sheet Finish: Manufacturer's standard 2 -coat 70% Kynar flouropolymer, color as selected. 5. Interior Sheet Finish: Manufacturer's standard 2 -coat siliconized polyester coating, color to be white. 2.02 STEEL ROOF PANELS A. Roof Panel System: "SuperLok" Roof Panels, as manufactured by MBCI Metal Roof and Wall Systems, or approved equal and complying with the following: 1. Panel Profile: 2 in. high x 7/16 in. wide rib x 16 in. wide striated panel. 2. Configuration: Standing seam, concealed fastener with hot -melt mastic. 3. Gauge: 24 ga., UL -90 rated. 4. Substrate: Galvalume steel sheet, 0.5 oz./sq. ft., minimum yeild of 50,000 psi. 5. Clip: One piece fixed clip, 22 gauge, with factory applied mastic. 6. Texture: Smooth. 7. Finish: Manufacturers standard 2 -coat 70% Kynar flouropolymer, color as selected. 8. Provide installation accessories including stainless steel clips, closures, interlock sealant. 2.03 FRAMING A. Design, engineer, and provide complete assembly of internal framing components, studs, girts and the like. Provide framing as specified in Section 05120, STRUCTURAL STEEL. Provide all primary and secondary framing members not indicated on the structural drawings. 2.04 ACCESSORIES A. Fasteners: Provide stainless steel anchor clips, bolts, screws, and fasteners. Attachment clips shall permit expansion and contraction of the panel system throughout the specified temperature range. Provide fasteners with watertight washer gaskets and with heads finished to match panels. B. Accessories: Provide all components necessary for a complete, functional, weatherproof assembly including, but not limited to, trims, copings at metal panels, flashings within systems and related items. Metal materials shall match panels, but temper may be reduced to facilitate forming. C. Stiffeners and Structural Members: Provide steel stiffeners and cold -rolled steel channels laminated to panels backs as required for stiffening of larger panels in vertical orientation or to support snow loads and live loads on horizontal fins. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer/Erector shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION/ERECTION A. Strictly comply with manufacturers instructions and recommendations, except where more restrictive requirements are specified in this section. Strictly duplicate UL tested assemblies where fire -ratings are indicated. LUCENT HIGH HOUSE 3/15/99 METAL PANELSYSTEMS LUCENT TECHNOLOGIES 07410-3 1. Install work to be truly straight and square. 2. Provide work as indicated on approved shop drawings. 3. Install work with uniform, tight interlocking joints. 4. Provide flashings, sealers, fillers and gaskets as necessary to make assembly weathertight and watertight. 5. Comply with applicable requirements of Section 07900, JOINT SEALERS including testing and compatibility. 6. Comply with requirements of Section 07600, FLASHING AND SHEET METAL. 7. Install work to meet specified performance requirements. 3.03 TOUCH-UP AND REPAIR A. Touch-up damaged coatings and finishes and repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. END OF SECTION LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410-4 • r�, ; tR1t,a2 yt SECTION 07600 FLASHING AND SHEET METAL PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Metal flashings. 2. Scuppers. 3. Downspouts. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 04200 - UNIT MASONRY. 2. Section 07410 -METAL PANEL SYSTEMS. 3. Section 07900 JOINT SEALERS. 4. Section 10200 - PRESSURE RELIEF PANELS. 1.04 INTENT A. A major intent of the work of this section is to control and divert water to the exterior and keep the building dry for the life of the building. 1.05 QUALITY ASSURANCE A. Comply with applicable requirements, recommendations and details of SMACNA Architectural Sheet Metal Manual. B. Mock -Up: Mock-up of exterior wall including flashing and sheet metal is required. Provide full- size mock-up as approved by Owner's Representative, including structural steel backup to support mock-up. Include masonry, precast concrete, glazed aluminum framing systems, metal panels, sealants and flashings. Locate on-site at location approved by Owner's Representative. Coordinate with work of other sections to ensure that mock-up construction is coordinated. Remove mock-up at end of project as acceptable to Owner's Representative. Refer to Drawings for sketch of mock-up. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each product used. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide large scale plans, elevations, and details of profiles, joints, seams, LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600-1 anchorages, connections and accessory items. Include statement that materials are physically compatible. C. Verification Samples: Submit representative samples of each material that is to be used in the work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. D. Mock -Up: Mock-up is required for all types sealant, and for metal roofing, including patterns indicated. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations and industry standards. Protect from damage. B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.08 SEQUENCING AND SCHEDULING A. Conference: Convene a pre -installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. B. Perform work of this section in coordination with other sections to provide the highest quality work which best fulfills the intent requirements of this work. PART 2 -PRODUCTS 2.01 FLASHING AND SHEET METAL . A. Membrane Flashing: W. R. Grace Perm -A -Barrier with P3000 primer or equal by Durawal or Mirafi. Use waterbased primer only if VOC regulations prohibit use of P3000 primer. B. Sheet Aluminum: ASTM B 209, alloy 3003-1-114,0.060 inch thickness minimum. 1. Metal Finish: 70% Kynar, two -coat PPG Duranar Coating. Color as selected by Owner's Representative from manufacturer's full range of standard and custom colors. One color is required. C. Stainless -Steel Sheet: ASTM A 666, Type 304, soft annealed, with No. 2D finish, except where harder temper is required for forming or performance; minimum 0.0187 inch (0.5 mm) thick, unless otherwise indicated. 2.02 MISCELLANEOUS MATERIALS A. Fasteners: Match material being fastened for both type of material and finish. B. Isolation Coating: SSPC paint 12. C. Slip Sheet: 5 Ib rosin building paper. D. Plastic Underiayment: 6 mil carbonated polyethylene film, FS L -P-512. E. Reglets: Metal units of type and profile indicated or required which are compatible with flashings used. F. Accessories: Provide all clips, cleats, straps, anchors and similar items necessary to properly complete the work. Provide accessories that are compatible with sheet metal materials used and which are of sufficient size and gage to perform as intended. LUCENT HIGH HOUSE 3/15/99 LUCENT TECHNOLOGIES FLASHING AND SHEET METAL 07600-2 2.03 FABRICATION A. Shop fabricate work to the greatest extent possible. Fabricate work to be truly straight, plumb, level and square, and to provide the best possible watertight, weatherproof performance with expansion provisions in running work. B. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Comply with referenced standards. Minimize oil -canning, buckling, tool marks and other defects. C. Make work with uniform, watertight joints. Make seams as inconspicuous as possible. D. Isolate dissimilar materials with isolation coating or other permanent separation acceptable to the Owner's Representative. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Install flashing in continuous uninterrupted manner to accomplish 'intent' complete with all transitions, laps, splices, folds, seams necessary to ensure the diversion of water to the exterior. Work in close coordination with installation of exterior unit masonry, precast concrete, roofing, window, joint sealer louver, and skylight systems. B. Strictly comply with manufacturer's instructions and recommendations and standard details and recommendations of SMACNA, except where more restrictive requirements are specified in this section. Locked and sealant locked joints as indicated on the Drawings. C. Securely anchor work, but allow for thermal movement and building movement. Use concealed fasteners to the greatest extent possible. Install work to be permanently weatherproof and watertight. D. Bed metal flashing work in thick coating of roofing cement for watertight performance. Do riot permit roofing cement to run or drip out from under sheet metal work under any conditions. E. Provide reglets where indicated and where required. Coordinate installation with related and adjacent work. F. Provide membrane flashing in all masonry work. Overlap adjacent pieces of flashing minimum 2" and roll all overlaps with steel hand roller. Trim bottom edge of flashing minimum of 1/2" back from exposed face of the building. Staple vertical and horizontal joints. Apply a bead of sealant along top edge of flashing membrane and along seams and cuts as necessary and as recommended by manufacturer. 1. All membrane flashings shall be fully supported across wall cavities. 2. Fasten membrane and install in horizontal strips with 3 feet wide by 10 inch long pieces, starting at the bottom of the wall. Fasten top edge 16 to 24 inches on center. Subsequent strips of membrane shall lap over the fasteners about 2 inches. Comers shall be reinforced with 18 inch wide membrane strips before applying the membrane. LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600-3 G. Provide flashing at every obstruction to the downward flow of water. Design and install flashing to control and divert water to the exterior. 3.03 TOLERANCES A. For exposed work, the following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Document and shall not be added to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level, and Line: +/- 1/8" in 20'-0" 2. Allowable Variation from True Plane of Adjacent Surfaces: +/- 1/16" 3.04 ADJUSTING, CLEANING, PROTECTION A. Adjust work to conform to specified tolerances and appear uniform, straight and correct B. Touch-up damaged coatings and finishes to eliminate evidence of repair. C. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. D. Clean exposed surfaces using materials and methods recommended by manufacturer of material or product being' cleaned. Remove and replace work that cannot be successfully cleaned. END OF SECTION LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600-4 SECTION 07900 JOINT SEALERS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the preparation of joints, sealing and filling of joints and curing and protection of completed work. B. Provide joint sealers and fillers as scheduled in this section and as indicated on the drawings. Before beginning work, obtain Owner's Representative's clarification if the extent of each type of sealer and filler is uncertain. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 04200, UNIT MASONRY. 2. Section 07410, METAL PANEL SYSTEMS. 3. Section 10200, PRESSURE RELIEF PANELS. 4. Division 15, PLUMBING. 1.04 INTENT A. Performance and Design Requirements for Sealants: Provide sealants to maintain long term [20 year minimum] air tight and water tight seals. No cohesive or adhesive failures, nor cracking or bubbling of sealant surfaces are permitted. Provide sealants certified by sealant manufacturer to be capable of accommodating the full range of manufacturing tolerances, field erection tolerances, thermal movements, seismic movements, building structure movements [floor sag, beam sag, and column settlement], building deflections, and all other movements. Design sealant joints to accommodate the worst possible combination of effects and to prevent intemal sealant stress failure, deterioration, and failure of weather seals. 1. Exterior Work: A major intent of the exterior work of this section is to keep the building dry and permanently establish and maintain airtight and watertight continuous seals within the manufacturers' published limits of normal wear and aging. 2. Interior Work: Interior work is intended to seal and fill all cracks, voids and gaps in the work, usually, but not always, located between dissimilar materials. In interior areas subject to water use and leakage, sealants are intended to control water and prevent leakage. 1.05 QUALITY ASSURANCE A. Source: For each type of sealant and filler material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-1 B. Mock-ups: Before beginning primary work of this section, provide 10 linear feet mock-ups of each, type of sealing and filler work at locations acceptable to Owner's Representative and obtain Owner's Representative's acceptance of visual qualities. Protect and maintain acceptable mock-ups throughout the work of this section to serve as criteria for acceptance of this work. Acceptable mock-ups may be incorporated into the finished work. 1.06 TESTS A. Construction Sealant Adhesion Tests: Periodically test sealants in place for adhesion using methods recommended by sealant manufacturer. Promptly replace all sealant which does not adhere or which fails to cure properly. 1.07 SUBMITTALS A. Product Data: Submit manufacturers product data, installation and curing instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements. B. Certifications: Provide manufacturers' certification of the performance of this work. Provide certified test reports on aged performances, hardness, stain resistance, adhesion, cohesion and tensile strength, low temperature flexibility, elongation, modulus of elasticity, water absorption, and resistance to weight loss and deterioration due to heat, ozone and ultraviolet exposure. C. Initial Selection Samples: Submit samples showing complete range of colors and finishes available for each material used. D. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide actual samples having minimum length of 4 inches. E. Test Reports: Submit certified reports for tests required. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers' instructions and recommendations. Protect from damage. Sequence deliveries to avoid delays, but minimize on-site storage. 1.09 PROJECT CONDITIONS A. Weather: Perform work only when existing and forecasted weather conditions are within the limits established by manufacturers of the materials and products used. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. C. Temperature: Comply with manufacturer's requirements and recommendations. Understand that joints to be sealed should not be near their fully closed nor fully open extremes, but in the mid-range of the joint's intended movement. Obtain Owner's Representative's written permission to seal joints when ambient temperatures are below 50°F or above 850F. D. Conference: Convene a pre -installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1. Advise other trades to ensure that no other work adversely affects sealer bonding surfaces. LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-2 1.10 WARRANTY A. Provide written warranty signed by manufacturer, agreeing to repair or replace work which exhibits defects in materials or workmanship. "Defects" is defined to include, but is not limited to, leakage of water, abnormal aging or deterioration, and failure to perform as required. Include requirement for removal and replacement of covering and connected adjacent work. 1. Warranty Period: 5 years from date of Substantial Completion. PART 2 -PRODUCTS 2.01 GENERAL REQUIREMENTS A. Before installation check each sealant for compatibility with adjacent materials and surfaces and with indicated exposures. Select sealers which are recommended by the manufacturer for each application indicated. Where exposed to pedestrian or vehicular traffic, provide sealants which are non -tracking and are strong enough to withstand the traffic without damage. B. Colors: Provide colors as selected by Owner's Representative from manufacturer's standard colors. Where specifically requested, provide custom color matches. 2.02 NON -SAG POLYURETHANE SEALANT A. Provide multi -part, non -sag, polyurethane based elastomeric sealant, complying with ASTM C920 type M class 25, FS TT -S -00227E Class A, having Shore A hardness of 20 to 30, cured modulus of elasticity at 100% elongation of not more than 75 psi, and tear resistance of not less than 50 lbs./inch when tested according to ASTM D 624. Provide Tremco Dynatrol Q or approved equal by Sonneborne. Provide sealant which will not streak metal panels. B. Extent: Provide non -sag polyurethane sealant at exterior joints in vertical surfaces, and other joints not indicated to be sealed with another type of sealant. 2.03 SELF -LEVELING POLYURETHANE SEALANT A. Provide two or more part, self -leveling, polyurethane based elastomeric sealant, complying with ASTM C920, FS TT -S -00227E Type 1 Class A, and FS TT -S -230C Type 1 Class A, having Shore A hardness of not less than 55 when tested according to ASTM D2240, cured modulus of elasticity at 100% elongation of not more than 150 psi when tested according to ASTM D412, and tear resistance of not less than 50 lbs./inch when tested according to ASTM D 624. Provide one of the following products if they meet or exceed the requirements of these specifications: 1. Pecora Urepan NR -200 2. Tremco TAC 900 3. Sika 1A, SL B. Where joint surfaces contain bituminous materials, provide modified sealants which are compatible with bituminous materials encountered. C. Extent: Provide self -leveling polyurethane sealant for all paving and floor joints not indicated to be sealed with another type of sealant. 2.04 SILICONE RUBBER SEALANT A. Provide one part, mold and mildew resistant, sanitary interior type silicone rubber based elastomeric sealant, complying with ASTM C920 Type S, Class 25, Grade NS and FS TT -S - 001543A Class A. Provide one of the following products if they meet or exceed the requirements of these specifications: LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-3 1. Pecora 863 2. Tremco Proglaze 3. General Electric 1702 4. Dow 786 B. Extent: Provide silicone rubber sealant for all interior joints around toilet room fixtures and control joints in ceramic the work not on walking surfaces. 2.05 ACRYLIC LATEX SEALANT A. Provide permanently flexible, paintable latex rubber modified acrylic emulsion sealant, complying with ASTM C834. Provide one of the following products if they meet or exceed the requirements of these specifications: 1. Pecora AC -20 2. Tremco Acrylic Latex 3. Sonneborne Sonolac B. Extent: Provide acrylic latex sealant for use for exposed acoustical sealant, access doors before painting, and for all interior joints except where silicone rubber sealant is indicated. 2.06 JOINT FILLERS A. Provide non -extruding, resilient asphalt impregnated fiberboard complying with ASTM D1751, FS HH -F-341 type I, or AASHTO M213. 2.07 MISCELLANEOUS MATERIALS A. Primer: Provide as recommended by sealant manufacturer for surfaces to be adhered to. B. Bond Breaker Tape: Provide polyethylene or other plastic tape as recommended by sealant manufacturer to prevent three -sided adhesion. C. Backer Rod: Provide compressible rod of durable nonabsorptive material as recommended by sealant manufacturer for compatibility with sealant. Provide products of one of the following manufacturers: 1. Backer Rod Manufacturing and Supply Co. 2. Dow Chemical Co. 3. W. R. Meadows, Inc. 4. Williams Products, Inc. 5. Woodmont Products, Inc. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of sealant work means Installer's acceptance of joint surfaces and conditions. 3.02 PREPARATION & INSTALLATION A. Manufacturer's Instructions and Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. Prime all porous surfaces using primer recommended by manufacturer. LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-4 B. Preparation: Clean joint surfaces immediately before installation of sealants, primers, tapes and fillers. Remove all substances which could interfere with bond. Etch or roughen joint surfaces to improve bond. Tape or mask adjoining surfaces to prevent spillage and migration problems. Provide backer rods for all liquid sealants except where specifically recommended against by sealant manufacturers. Prevent three sided adhesion by use of bond breaker tapes or backer rods. C. Sealing: Force sealant into joints to provide uniform, dense, continuous ribbons free from gaps and air pockets. Install sealants so that compressed sealants do not protrude from joints. Dry tool sealants to form a smooth dense surface with joint surfaces adhering equally on opposite sides. At horizontal joints form a slight cove to prevent trapping water. Except in hot weather, make sealant surface slightly concave. 1. Sealant Depth and Joint Size: Joint size shall be 3/8" minimum to 1/2" maximum. Joint depth shall be 1/2 width but not less than 1/4" deep. D. Acoustical Sealing: Seal tightly and completely around all penetrations into (such as outlet boxes) or through walls and floors, at the entire perimeter of walls, and between dissimilar materials. Provide acoustical ceiling at entire perimeter of interior windows and clerestories. 1. At penetrations through drywall construction, provide a thin sheet metal sleeve approximately 3/4" larger on each side than the penetration. Fit and seal the sleeve tighty to the surrounding drywall on both sides of the wall. Pack the 3/4" space between the sleeve and the penetrating object solidly with fibrous acoustical insulation. Provide resilient, non -hardening acoustical sealant to seal both sides of wall between penetration and sleeve. 2. At penetrations through solid walls and where opening is irregular and greater than 1 " larger on each side than the penetration, wrap penetrating object with 1" thick fibrous material and solidly grout space between fibrous material and opening with grout. Pack all voids with fibrous filler and seal both sides with resilient, non -hardening acoustical sealant. 3. Where fire -stopping sealant is used at penetrations through fire -rated assemblies, additional acoustical sealing is not required. 3.03 EXTENT OF SEALANT WORK A. General Extent: Seal all joints as noted and all interior and exterior joints, seams, and intersections between dissimilar materials. Provide elastomeric sealant installation with backer rod in all interior and exterior control joints. B. Exterior Sealing: Without limitation, the work of this section includes sealing the following: 1. Masonry to metal joints. 2. Metal to metal joints. 3. Concrete to concrete at cold joints. 4. All joints and cracks in paving and walks. 5. Above all joint fillers. C. Interior Sealing: Without limitation, the work of this section includes sealing the following whether or not shown in detail drawings: 1. Perimeters of all door frames, window frames, and metal frames. 3.04 CURING A. Cure sealants in strict compliance with manufacturers' instructions and recommendations to obtain highest quality surface and maximum adhesion. Make every effort to minimize accelerated aging effects and increase in modulus of elasticity. LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-5 r•: 3.05 REPAIR AND CLEANING A. Remove and replace work which is damaged or deteriorated in any respect. B. Clean adjacent surfaces using materials and methods recommended by sealant manufacturer. Remove and replace work that cannot be successfully cleaned. END OF SECTION LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900-6 SECTION 08110 STEEL DOORS AND FRAMES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Interior and exterior flush metal doors. 2. Interior and exterior metal frames. 3. Door louvers. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 04200 - UNIT MASONRY; building -in steel frames. 2. Section 07900 - JOINT SEALERS. 3. Section 08710 - FINISH HARDWARE; templates and schedules for hardware. 4. Section 09900 - PAINTING; field finishing of steel doors and frames. 1.04 QUALITY ASSURANCE A. Source: Provide products of one manufacturer for each type of door and frame required for the work of this section. Provide secondary materials and products which are acceptable to the door and frame manufacturers. B. Reference Standards: Provide doors and frames that comply with Steel Door Institute SDI -100, Recommended Specifications for Standard Steel Doors and Frames. Install doors in strict compliance with SDI -105, Recommended Erection Instructions for Steel Frames, and Door Hardware Institute, The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builders Hardware. C. Fire -Ratings: For all doors and frames installed in fire -rated assemblies and where indicated or required by authorities having jurisdiction, provide door and frame assemblies that comply with NFPA 80, Standard for Fire Doors and Windows, and which have been tested, listed and labeled in compliance with ASTM Ell 52, Standard Methods of Fire Tests of Door Assemblies by an independent agency acceptable to authorities having jurisdiction. 1.05 SUBMITTALS A. Product Data and Certifications: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each door and frame product used. Provide manufacturers' certifications stating that products and assemblies comply with specification requirements. LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110-1 B. Shop Drawings: Provide large scale shop drawings for fabrication and installation of all parts of the work. Provide large scale plans, elevations, and details of anchors, anchor spacing, reinforcement, connections, hardware preparation, and accessory items. Provide schedule of doors and frames using the same references used on Contract Documents. 1.06 DELIVERY, STORAGE AND HANDLING A. Storage and Handling: Strictly comply with Steel Door Institute recommendations. Protect from all possible damage. B. Delivery Sequence: Avoid project delays, but minimize on-site storage. PART 2 -PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following manufacturers or approved equal: 1. Amweld 2. Ceco 3. Curries 4. Republic 5. Steelcraft 2.02 MATERIALS A. Hot -rolled Steel: ASTM A 568 and ASTM A 569, commercial quality, pickled and oiled. B. Cold -rolled Steel: ASTM A 366 or ASTM A 568, commercial quality carbon steel. C. Galvanized Sheet Steel: Roller leveled commercial quality zinc coated carbon steel sheets complying with ASTM A 525, G60, mill phosphatized. D. Anchors and Fasteners: Manufacturer's standard units fabricated from not less than 18 gage galvanized sheet steel or 18 gage hot -dip galvanized steel complying with ASTM A 153, Class C or D. E. Primer. Thermosetting primer which is compatible with finish system specified in Painting section. 2.03 FABRICATION A. General Requirements: Fabricate work to be truly rigid, straight, plumb, level and square. Provide work matching sizes, shapes, and profiles indicated on approved shop drawings. B. Exterior Doors and Frames: Fabricate exterior doors and frames from galvanized sheet steel with closed tops and bottoms and no places to catch or hold water. C. Concealed Components: Fabricate concealed components in doors and frames from either hot or cold rolled steel. D. Hardware Preparation: Fabricate doors and frames to receive mortised and concealed finish hardware as indicated on approved final hardware schedules. Comply with applicable provisions of ANSI A115 series specifications for hardware preparation. E. Hardware Locations: Locate hardware as indicated on final hardware shop drawings or, if not shown, as indicated in Recommended Locations for Builder's Hardware, published by Door and LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110-2 Hardware Institute. 2.04 STEEL DOORS A. Types and Styles: Provide flush steel doors of types and styles indicated on drawings and schedules. 1. Door Faces: Fabricate exposed door faces only from stretcher leveled cold rolled steel. B. Interior Doors: (For non -rated doors) SDI -100, grade II, heavy duty, 16 gage minimum face sheets, seamless construction, model 3 or 4. C. Interior Doors: (Fire -rated) SDI -100, grade II, heavy duty, 16 gage minimum face sheets, seamless mineral fiberboard composite construction, model 4. D: Exterior Doors: SDI -100, grade III, extra heavy duty, 16 gage minimum galvanized steel face sheets, seamless, model 4, maximum apparent U factor of 0.24 btu/hr/ft2/°F when tested in compliance with ASTM C 236. 2.05 STEEL FRAMES A. Provide frames for doors, transoms, sidelights, borrow lights and other openings as scheduled. Use concealed fastenings wherever possible. 1. Door Frames: Fabricate frames from cold rolled steel sheets, except galvanized steel at exterior frames. ' B. Steel Gages: Provide frames and components fabricated from the following sheet steel gages: 1. Plaster guards and mortar boxes: 26 gage. 2. Interior frames: 14 gage . 3. Interior frames for paired doors withhold open devices: 14 gage. 4. Exterior frames: 14 gage. 5. Floor anchors: 14 gage . 6. Strike reinforcement: 14 gage. 7. Closer reinforcement: -12 gage. 8. Head channel reinforcement for frames over 4' wide: 12 gage . 9. Hinge reinforcement: 10 gage. C. Anchors: Provide at least three anchors for each jamb; T type for masonry, Z type for metal studs. Provide floor anchors at both side. Provide UL approved anchors for fire -rated assemblies. D. Frame Construction: Fabricate frames with mitered and fully welded corners and seams. Grind and dress welds and seams to be flush and invisible after priming. E. Silencers: Prepare single door frames to receive 3 resilient silencers. Prepare double door frames to receive 2 resilient silencers. F. Stops: Extend stops to bottom of frame [subfloor] and cut at 900. 2.06 FINISHES A. Factory Primed: On all surfaces, including galvanized, provide minimum 1.0 mil dry film thickness of baked rust -inhibiting primer which is compatible with finish paint specified in Painting specification section. Prepare surfaces in strict compliance with SDI standards and instructions and recommendations of primer manufacturer. LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110-3 B. Bituminous Coating: After priming, provide 1/16" thick coating of asphalt emulsion on conct?aled surfaces inside doors frames for all frames installed in an exterior wall or in contact with concrete or with masonry mortar. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine supports and conditions under which this work is to be performed and notify Contractor in writing of conditions detrimental to the proper completion of the work. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Manufacturer's Instructions and Recommendations: Strictly comply with manufacturers instructions and recommendations, except where more restrictive requirements are specified in this section. Comply with referenced standards. B. Frames: Where possible, place frames prior to walls and ceilings. Accurately plumb, level, align, square and brace. Anchor frames securely at least three points near hinge locations on both jambs and at.both sides into floor. C. Doors: Install hinges supplied under Finish Hardware section and hang doors accurately into frame openings with uniform tight clearances around jambs and head. Doors shall swing freely without binding or scraping and shall remain motionless at any, location when released unless affected by installation of closer. D. Louvers and Glazing Stops: Install door louvers and glazing stops where scheduled or indicated. Provide symmetrically spaced fasteners not more than 8" o.c. 3.03 TOLERANCES A. Fire -Rated Doors: Install fire -rated doors and frames with clearances specified in NFPA Standard 80. B. Non -Rated Doors: Install non -rated doors in frames with clearances and tolerances specified in SDI -100. 3.04 ADJUSTING, TOUCH-UP AND REPAIR A. After installation of doors and hardware, adjust clearances and operating parts to work easily, smoothly, and correctly. Doors shall not rub frame, scratch primer, nor bind. B. Touch-up damaged shop coatings and repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. END OF SECTION LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110-4 SECTION 08330 OVERHEAD COILING DOORS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to: 1. Electrically -operated rolling steel service doors. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 05500, MISCELLANEOUS METALS. 2. Section 08700, FINISH HARDWARE; lock cylinders. 3. Division 16, ELECTRICAL; wiring requirements. 1.04 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. B. Provide motorized assemblies bearing the UL seal. C. Wind Loading: Design and reinforce exterior overhead coiling door assemblies to withstand a 20 Ib. per sq. ft. wind loading pressure. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, rough -in and wiring diagrams, installation instructions, use limitations and recommendations for each material used. Provide operating instructions and maintenance manuals. Provide certifications stating that materials comply with requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work not fully described by manufacturers product data. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers instructions and recommendations. Protect from damage. LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330-1 B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.07 PROJECT CONDITIONS A. Provide inserts and anchorages which must be built into other work at the time they are needed. Avoid project delays. PART 2 -PRODUCTS 2.01 OVERHEAD ROLLING DOOR A. Manufacturer: Model 610 by Overhead Door Corp with the following characteristics: 1. Slats: Interlocking, roll -formed slats, S-curved design, C-275. 2. Construction: 22 ga. steel sheet, galvanized per ASTM A 525. 3. Track and Hardware: Hot -dip galvanized steel. 4. Accessories: Spring counterbalance, complete weatherstripping, lock, hood. 5. Operation: Electric -operation. 6. Finish: Powder coat finish over primer; color as selected by Owner's Representative. 2.02 MOTORS AND OPERATORS A. Electrical Operation: Equip overhead coiling doors with manufacturer's standard electrical operator specially designed for size, type, and operation of overhead coiling doors, operating from power sources as indicated on Drawings. Operator shall be UL listed. Equip each operator with three remote control switches to be installed and connected under Division 16, ELECTRICAL at locations indicated on Drawings. Provide push button controls. 1. Automatic Safety Stop: Equip electrically -operated overhead coiling doors with continuous neoprene rubber safety bar at bottom of curtain. In the event safety bar contacts an object in during operation, the door will immediately stop and return to the open position. 2. Emergency Manual Operation: Equip electrically -operated overhead coiling doors with quickly actuated, emergency chain -hoist manual operator with electrical interlock to break motor circuit when engaged. 3. Door limit switches are to be located on shop drawings. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Strictly comply with manufacturers instructions and recommendations, except where more restrictive requirements are specified in this section. B. Lubricate and test door to ensure proper operation. 3.03 ADJUSTING, CLEANING, PROTECTION A. Adjust operating parts to work easily, smoothly, and correctly. B. Touch-up damaged coatings and finishes to eliminate evidence of repair. LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330-2 C. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. Protect work from damage. 3.04 DEMONSTRATION A. Provide and review maintenance manual, demonstrate equipment, and instruct Owner's personnel in routine maintenance and proper operation procedures. END OF SECTION LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330-3 SECTION 08510 STEEL WINDOWS PART1 GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. Furnish and install steel window systems, as indicated on Drawings and as specified herein. Types of steel windows include, but are not limited to: 1. Awning windows. 1.03 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 04210, UNIT MASONRY. 2. Section 07410, METAL PANEL SYSTEMS. 3. Section 07600, FLASHING AND SHEET METAL. 4. Section 07900, JOINT SEALERS. 1.04 SUBMITTALS A. Product Data: Submit manufacturers printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that windows comply with specified requirements. B. Shop Drawings: Provide lafge scale shop drawings for fabrication, installation, and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Field Measurements: To the greatest extent possible, take all necessary field measurements before preparation of shop drawings and fabrication. Do not delay progress of the project. D. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each material used. E. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 144 sq. in. F. Test Reports: Provide certified reports for all specified tests. 1.05 QUALITY ASSURANCE: A. Source: For each material type required for the work of this Section, provide primary materials which are the product of one manufacturer. Provide secondary or accessory materials which are acceptable to the manufacturers of the primary materials. LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510-1 B. Installer. A firm with a minimum of three years experience in type of work required by this Section and which is acceptable to the manufacturers of the primary materials. C. Mock -Ups: Provide mock-up of each type of window. Obtain Owner's Representative's acceptance of visual qualities. Mock-ups may be used for required field tests. Protect and maintain accepted mock-ups throughout the remainder of the work of this section to serve as criteria for acceptance of the work. Approved mock-ups built in place may be incorporated into the finished work. D. Safety Glass Standards: Provide safety glass which complies with ANSI Z97.1 and requirements of 16 CFR Part 1201 for Category II materials and is permanently marked with certification label of Safety Glass Certification Council. 1.06 TESTS AND PERFORMANCE REQUIREMENTS A. Manufacturer's Standard Tests: Provide manufacturer's standard test data showing compliance with code required wind loadings and the Drawings. B. Thermal Movement: Provide window systems that allow for expansion and contraction of members throughout an ambient temperature range of 100°F. C. Field Leakage Test: The Owner reserves the right to employ an independent testing agency to perform in-place field tests for water leakage. Complete on-site window mock-up and surrounding wall construction at earliest possible date in order that any problems or failures can be identified before majority of windows have been installed. Field test will include a prolonged water spray test. Any uncontrolled water leakage will be considered a failure. Contractor shall pay for all remedial work and all retesting due to failures. 1.07 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existing or forcasted weather conditions are within the limits established by manufacturers of the materials and products used. B. Substrates: Proceed with work only when substrate construction and penetration work is complete. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened, factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Store under cover and protect from weather damage. B. Sequence deliveries to avoid delays, but minimize on-site storage.. 1.09 WARRANTIES A. Provide written warranty, signed by the manufacturer, agreeing to repair or replace work which exhibits defects in materials. "Defects" is defined to include, but not limited to, leakage of water, abnormal aging or deterioration, abnormal deterioration or fading of finishes, and failure to perform as required. 1. Warranty period: Five years from date of Substantial Completion. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Provide steel windows by one of the following manufacturers: LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510-2 1. Hopes/Roblin Architectural Products. 2. Crittall. 2.02 MATERIALS AND PRODUCTS A. General: Provide Heavy -Intermediate fixed and casement windows manufactured from rolled shapes complying with all specified performance requirements. B. Profiles: Provide windows closely matching window profiles and appearances of existing windows. Provide units glazed from the exterior. C. Steel Window Units: Provide members formed from manufacturers standard hot -rolled steel shapes, or cold -rolled steel plate, bar, sheet or strip, as designed by manufacturer to comply with specified requirements. Provide applied, non-structural weathering members of 0.06 in. minimum thickness, where indicated. D. Trim Members: Provide glazing beads, weatherstrip retainers, flashings, and similar items not functioning as prime structural members. Provide units of extruded aluminum or of formed sheet aluminum or stainless steel. E. Mullions and Subframes: Provide mullions and subframes formed of hot -rolled or cold -formed steel, of profile shown, or if not shown, of the manufacturers standard profile for the span and spacing indicated. 1. Provide false steel muntin frames of 1/8 inch thick steel with patterns and sitelines to match existing windows. F. Fasteners: Provide bronze, brass, stainless steel, or other metal fasteners warranted by the manufacturer to the non -corrosive and compatible with steel window members, trim, hardware, anchors, and components of connected work. 1. Provide all exposed fasteners with vandal and tamper -proof heads. G. Anchors, Clips, and Window Accessories: Fabricate units of stainless steel, hot -dip zinc coated steel, or iron complying with ASTM A 386. H. Glass and Glazing: Clear float glass complying with ASTM C 1036 ,Type 1 -Transparent, Flat, Class 1 -Clear, Quality q3. Manufacturer's standard glazing gaskets and sealants. I. Compression -Type Glazing Strips and Weatherstripping: Provide compressible stripping for glazing and weatherstripping such as molded EPDM or neoprene gaskets complying with ASTM D 2000, or molded expanded EPDM or neoprene gaskets complying with ASTM C 509. J. Hardware: Four -bar Friction Hinges: Comply with AAMA 904.1. 2.03 FABRICATION A. Fabricate windows to be truly straight and square. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Make work with uniform, tight joints. Provide units that are reglazable without dismantling. B. Preglaze windows to the greatest extent possible. C. Provide windows with effective means of draining water and condensation which may build-up in members. LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510-3 D. Provide subframes, sills, mullions and cover plates as needed for a complete weatherproof assembly meeting performance requirements. E. Install windows in openings using techniques which conceal glazing retainer and match existing construction. 2.04 FINISHES A. Finish Over Hot -Dip Galvanizing: Provide manufacturer's standard Bonderite 37 pretreatment, epoxy primer and acrylic finish coating system, equal to Hope's "Ultra -Coat" or baked on polyester by Crittal. 1. Colors: Provide custom color to match Owner's Representative's sample. PART 3 EXECUTION 3.01 INSPECTION A. The Installer/Erector shall examine substrates, supports, and conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of installation will be construed as Installer/Erector accepting substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. B. Installation: Install window units plumb, level, in alignment and plane without warp or rack. Anchor securely in place. C. Dissimilar Materials: Isolate all dissimilar materials. D. Sealants: Install sills and subframes in a thick bed of sealant. Provide sealant at all joints and intersections and at all window perimeters. Comply with applicable requirements of Section 07900, JOINT SEALERS. E. Flashing: Coordinate with flashing installation 'to ensure weathertight construction and assembly. Thoroughly seal all penetrations through flashings with thick bed of sealant. Comply with applicable requirements of Section 07600, FLASHING AND SHEET METAL. 3.03 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Documents. Do not add these tolerances to any allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Line and Level: ±1/8 in. in 20 ft. -0 in. 3.04 CLEANING, TOUCH-UP, AND PROTECTION A. Clean exposed surfaces using manufacturer recommended materials and methods. Remove and replace work which cannot be successfully cleaned. B. Touch-up damaged coatings and finishes. Eliminate all visible evidence of repair. C. Provide temporary protection at all times during the course of the work, and. immediately after LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510-4 completion to ensure the work of this Section is not damaged or deteriorated in any way at time of final acceptance. Remove temporary protections and reclean as necessary immediately prior to final acceptance. END OF SECTION LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510-5 SECTION 08710 FINISH HARDWARE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. This section specifies finish hardware for interior and exterior doors to provide correct functions for intended use. Provide related items and services, as indicated on Drawings and as specified. Furnish hardware schedules and templates as required for fabrication of doors and frames under other Sections. Provide hardware that complies with applicable codes and requirements of authorities that have jurisdiction. 1. Coordinate work of this section with requirements of building security system. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this Section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 08110 -STEEL DOORS AND FRAMES 2. Division 16 - ELECTRICAL; Security systems. 1.04 SUBMITTALS A. Hardware Schedule: Provide six copies of final hardware and keying schedule prepared by a DHI certified hardware consultant or distributor. Format schedule vertically. List each door opening using same designations indicated on Drawings. B. Installation Templates: Provide installation templates for work installed or prepared for installation by others. C. Product Data: Submit manufacturer's product data, catalog cuts, descriptive data, UL listings, and other pertinent technical data for each hardware item used. Submit certifications of fire - ratings for hardware items located in rated assemblies. D. Samples: Submit samples of each finish to be exposed. Show full range of color and finish variations expected. 1. Submit actual finished items of hardware when directed by Owner's Representative. Acceptable items may be used in the completed work. 1.05 QUALITY ASSURANCE A. Source: For each type of hardware required for the work of this Section, provide products of a single manufacturer. B. Consultant: Provide the services of a certified hardware consultant, acceptable to the Owner's LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710-1 Representative, to prepare hardware and keying schedules and to certify that the work of this Section meets or exceeds requirements of authorities having jurisdiction. C. Comply with applicable Massachusetts Architectural Access Board requirements and American With Disabilities Act Accessibility Guidelines. 1.06 TESTS' A. Fire -Resistance Ratings: When fire -resistance ratings are indicated or required by authorities having jurisdiction, provide hardware items identical to those which have been tested and labeled for fire -rated use by independent testing agencies acceptable to Owner's Representative. 1.07 DELIVERY, STORAGE AND HANDLING A. Packaging: Package and label each hardware item separately with all screws, bolts and accessories required for a complete and proper installation. Coordinate the labeling of packages with hardware set numbers. B. Store hardware items in locked spaces. Replace all hardware items lost or damaged. Provide copies of supplier receipts for hardware items delivered to the Project. PART2-PRODUCTS 2.01 FINISH HARDWARE - GENERAL REQUIREMENTS A. Provide the specified hardware item, or an equal product from one of the other named manufacturers which meet or exceed the standard as judged by the Owner's Representative. B. Provide the proper hardware which permits the swing and hand of each door as indicated on the Drawings. C. Manufacturers names or trademarks displayed in a visible location will not be permitted on any piece of hardware. D. Base Metal: Provide plated -brass or bronze with the exception of stainless steel and aluminum items. E. Fasteners: Provide concealed fasteners to the greatest extent possible. Do not use through-. bolts unless otherwise acceptable to the Engineer. 2.02 HARDWARE FINISHES A. Provide US26D satin chrom plated finish on all hardware. 1. Provide US32D stain stainless steel finish where satin chrom finish is not available. B. Closer Covers: Provide plated metal closer covers matching lock and latch finishes. 2.03 LOCKSETS AND LATCHSETS A. Mortise Locksets and Latchsets: Except where scheduled otherwise, provide Sargent latchsets and locks with lever and rose as selected by Owner's Representative. Provide 6 pin cylinders and keyway to Owner's requirements. Cylinder manufacturer as acceptable to the Owner. B. Throws:. Provide 1/2 in. minimum. Comply with UL requirements for fire -rated hardware. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710-2 C. Strikes: Provide manufacturer's standard box strike with extended curved lip. Finish strikes and lips to match lock or latch. Provide custom strikes where required. 1. Provide electric strikes for designated entry doors. D. Metals: Provide cylinders and keys from brass matching type and finish of metal for hardware. 2.04 KEY CONTROL SYSTEM A. Provide key control system consisting of labels, tags, card index, and metal wall mounted cabinet. Set up control system, label and identify each key, type index cards, and deliver to Owner complete and ready for use. 2.05 HINGES AND BUTTS A. Provide products of one of the following manufacturers that meet or exceed the requirements of these specifications: 1. Hager 2. Lawrence 3. McKinney 4. Stanley B. Provide hinges template produced, full mortise, five knuckle -type, four-ball bearing type, except as otherwise scheduled. C. Hinge Height: 4-1/2 in. D. Hinge Width: Consultant shall determine proper hinge width based upon door thickness and trim conditions. Provide minimum 4-1/2 in. wide hinges. E. Hinge Quantity: Provide three hinges for doors up to 7 ft. -6 in. high, and one additional hinge for each additional 2 ft. -6 in. of height. Provide one additional hinge for doors over 3 ft. -6 in. wide. F. Pins: Provide flat button pins matching hinges in finish and material. Provide non -removable pins on outswinging exterior and corridor doors. Provide non -rising pins for all other hinges. 2.06 BOLTS AND COORDINATORS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Ives 2. Glynn -Johnson 3. Rixson/Firemark B. Flush -Bolt for Rated Doors: Ives 358 or 458. C. Flush -Bolt for Non -Rated Doors: Ives 258. D. Strikes: Provide dust -proof strikes for foot bolts and standard strikes for head bolts. 2.07 CLOSERS A. Provide LCN 4030/4130 Series for low frequency interior doors. B. Provide LCN 4010/4110 Series for toilet room doors. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710-3 C. Provide closers with hold -open features where required. Provide closers with built-in door stop function at an adjustable angle where indicated. Provide closers which will open 180 degrees where required. Provide concealed closers where required per Hardware Schedule. D. Mount closers on the least public side of doors to the greatest extent possible. Provide closers with parallel amens wherever closers are on the stop side of doors which swing out into corridors and public spaces. Where parallel arms are used, provide closers which are one size larger than manufacturer's recommendation. E. Follow manufacturer's recommendations for size of closer based upon size and weight of door, exposure, and frequency of use. 2.08 STOPS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Ives 2. Brookline 3. Glynn -Johnson B. Provide wall stops Ives 406, 407 or 408 to suite wall condition. Where indicated or where wall stop is not practical, provide floor stops 436 or 438 to suit floor conditions and clearances. Provide carpet risers where required. 2.09 WEATHERSTRIPPING, SOUNDSTRIPPING, AND THRESHOLDS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Reese 2. Pemko 3. Zero B. Thresholds for General Applications: As detailed C. Weatherstripping: Provide neopren concealed gasket -type weatherstripping at exterior doors. Weatherstripped doors are required to provide a continuous seal at the entire perimeter of door with no cracks. D. Soundstripping: Provide soundstripping as detailed and scheduled. 2.10 EGRESS DEVICES A. Von Duprin Series 22 at hold -open doors; Series 55 at other locations. All vertical bars are to be concealed. 2.11 MISCELLANEOUS HARDWARE A. Silencers: For steel frames, provide gray resilient silencers to suit frame type. Provide three silencers for single doors, and two silencers for doors hinged in pairs. PART 3 - EXECUTION 3.01 INSPECTION A. Examine doors, frames and conditions under which the work of this Section will be performed. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710-4 Notify Contractor in writing of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Commencing work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this Section. B. Install hardware on doors and frames at locations conforming to ANSI and NAHM standards, and DHI mounting heights, except where specifically indicated otherwise or required by authorities having jurisdiction. C. Set hardware plumb, level, and in exact alignment and location. Conceal and countersink fasteners wherever possible. D. Set exterior thresholds in bed of sealant provided under Section 07200. 3.03 ADJUSTING, CLEANING, AND PROTECTION A. Adjust hardware items to work smoothly, easily, and correctly. B. Clean exposed surfaces using non-abrasive materials and methods recommended by manufacturer of hardware being cleaned. Remove and replace work which cannot be successfully cleaned, as judged solely by the Owner's Representative. C. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately prior to final acceptance. 1. Cover knobs, levers, pulls, and push plates with heavy cloth to protect against damage until Final Acceptance of the Project. 3.04 COMPLETION AND CONTINUED MAINTENANCE A. Before completion of work of this Section, inspect work with Owner's Representative and adjust and correct work to leave operating parts in perfect operating condition, jointing to adjacent material tight, surfaces without blemishes or stains, work properly executed and complete, and defects and damaged work replaced or corrected. B. Provide services of hardware supplier's representative to inspect hardware six months after Final Acceptance of Project. Readjust and restore hardware. 3.04 HARDWARE SETS A. The Hardware sets listed indicate the items of hardware required for one opening, single door or pair of doors. This information is furnished for use as a guide only. It is the hardware supplier's responsibility to furnish the proper quantities, functions, weights, and sizes as required by the specifications and as recommended by the manufacturer's catalogue information. END OF SECTION LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710-5 SECTION 09900 PAINTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. B. Carefully examine all of the Contract Documents for requirements which affect the work of this section. The exact scope of work of this section cannot be determined without a thorough review of all specification sections and other Contract Documents. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, painting and finishing of all exposed surfaces, both interior and exterior, except the following: 1. Factory finished items, except as noted. 2. Finished metal surfaces of stainless steel, copper, brass, and bronze. 3. Finished metal surfaces that are color anodized or plated. 4. Surfaces in concealed areas such as crawl spaces, above ceilings and the like except as required in concrete fresh air intake areas at subbasement. 5. Moving parts, code required labels, and equipment data plates. 6. Mechanical and electrical items not in public spaces. 7. Acoustical ceiling systems. 1.03 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide thinners and other secondary materials which are acceptable to the -manufacturers of the primary materials. B. Mock-ups: Before beginning primary work of this section, provide 100 square feet mock-ups of each color and paint system at locations acceptable. to Owner's Representative and obtain Owner's Representative's acceptance of visual qualities. Protect and maintain acceptable mock-ups throughout the work of this section to serve as criteria for acceptance of this work. 1.04 TESTS A. Testing Agency: The Owner may employ an independent testing agency to perform tests, evaluations and certifications. Cooperate and permit samples of materials to be taken as they are used. The Contractor shall pay all costs of tests which show failure to comply with Contract Documents. 1.05 SUBMITTALS A. Product Data: Submit manufacturers product data, paint analysis, application instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements and that paint products used are the highest quality produced by the manufacturer. B. Initial Selection Samples: Submit color swatches showing complete range of colors and finishes available for each paint and finish system. LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900-1 C. Verification Samples: Before painting mock-ups, submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers' instructions and recommendations. Protect from freezing and damage. B. Avoid the possibility of fire by removing flammable materials, solvents and spirits from the project site or by storing materials in UL approved fire -resistive cabinets. Keep work area free from flammable waste and soiled rags. C. Sequence deliveries to avoid delays, but minimize on-site storage. 1.07 PROJECT CONDITIONS A. Weather, Temperature, and Humidity: Perform work only when existing and forecasted conditions are within the limits established by manufacturers of the materials and products used. 1. Indoor Temperature: Maintain minimum interior temperature of 65°F during application and drying of paints and until occupancy of the building. 2. Outdoor Temperature and Conditions: Air and surface temperatures shall be 50°F or above and dry during finishing and drying. Test all surfaces with moisture meter before proceeding. Surfaces shall be dry within the limitations of the finish system manufacturers. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. C. Ventilation: Comply with manufacturer's requirements and recommendations. D. Lighting: Since lighting conditions can change the appearance of the work, work only when permanent lighting system is operational and in use. 1.08 SEQUENCING AND SCHEDULING A. Conference: Convene a pre -installation conference . to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. B. Coordinate this work with work specified in other sections. Furnish information on finish materials to be used in the field to ensure that correct prime coats are used in the shop. PART 2 -PRODUCTS 2.01 PRODUCTS A. Finishing Materials: Provide finish products and systems as scheduled at the end of this section. Provide secondary products as recommended by manufacturers' of primary products. 1. Colors: Will be selected by Owners Representative; many colors will be used. Match Owner's Representative's color chips and numbers. Custom mix colors as directed. Deeptone, bright, and accent colors may be used. LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900-2 PART 3 -EXECUTION 3.01 INSPECTION AND PREPARATION A. Inspection: The Applicator shall examine substrates and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Applicator accepts substrates and conditions. B. Responsibility: The Applicator shall be solely responsible for the finishing work and shall prepare substrates as needed to obtain the highest quality finished surfaces. C. Manufacturer's Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. D. Cleaning: Do not finish over dirt, rust, grease, moisture and other conditions detrimental to formation of a durable finish film. Clean surfaces to remove dirt, oil, grease, mildew, asphalt, concrete splatters, and all other foreign substances. E. Removal and Protection: Remove finished hardware, fixtures, accessories, and similar items or provide adequate protection to ensure that these surfaces are not finished or splattered. Replace these items when finishing work is completed. F. Shop Primers: Remove incompatible primers and reprime or provide barrier coats in compliance with finish manufacturer's instructions. Metal to receive spray fireproofing shall not be primed and as noted on drawings. G. Masonry and Concrete: Prepare materials by removing laitance, efflorescence, form release agents, and surface glaze by cleaning and washing as recommended by finish manufacturer and approved by Owner's Representative. Brush surfaces to remove loose particles. Allow a minimum of 60 to 90 days curing time before finishing poured and precast concrete. Allow a minimum of 30 to 60 days curing time before finishing concrete masonry. Determine substrate alkalinity and moisture content and, if necessary, take appropriate remedial actions as recommended by manufacturers of primary finish materials. H. Ferrous Metal: Prepare shop primed metal surfaces by solvent wiping, sanding and touching - up shop prime coats. Prepare bare metal surfaces by power tool cleaning [Steel Structures Painting Council SP -3]. Remove welding flux and splatter, burrs, and all other surface defects and foreign substances. Clean surfaces by washing with water followed by phosphate rinsing. Apply prime coats immediately after completion of cleaning. I. Galvanized Metal: Aggressively clean new galvanized surfaces with grease cutting solvent, such as undiluted vinegar, to remove fabricating oils. Touch-up abraded surfaces immediately with zinc -rich paint or rust -inhibiting paint acceptable to the Owner's Representative. J. Aluminum: Solvent clean surfaces equal to SSPC SP -1. Do not use red lead primers on aluminum surfaces. 3.02 APPLICATION A. Manufacturer's Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. B. Material Preparation: Mix and prepare materials in strict compliance with manufacturer's recommendations. Do not thin materials without Owner's Representative's approval. Keep foreign substances out of finishing materials. C. Primers: Provide primers as recommended by finish system manufacturer for substrates LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900-3 encountered. Tint all primers and undercoats to the approximate shade of the finish coat, making each coat slightly darker and closer to the finished shade. Use deep base primers for deeptone, bright, and accent colors. Prime surfaces immediately after surface preparation to prevent contamination of substrate. D. Application: Apply paint and finish systems as scheduled using brushes, rollers, or painter's mitts. Spray application of paint and finish systems is not acceptable for field work, except for variegated paint systems. Apply finish materials at coverage rates and dry film thicknesses recommended by their manufacturers. Provide additional coats as needed to eliminate all show through and bleed through areas. E. Extent: Finish all surfaces behind removable items. Finish inside of ducts and grilles with flat black paint when these surfaces are visible. Finish surfaces of access doors, panels and covers that are visible when opened with same finish and color as face panels. F. Sanding: Sand before application and between coats as recommended by finish system manufacturer. G. Recoat Time: Allow manufacturer's recommended waiting period between successive coats. H. Finish Appearance: Provide uniform final finishes, free of runs, sags, wrinkles, streaks, shiners, brush/roller marks, color variations and other imperfections. I. Mock -Up Matching: Provide final finishes which exactly match approved mock-ups. 3.03 FIELD QUALITY CONTROL A. Testing: The Owner reserves the right to employ an independent testing agency to conduct material evaluation and application tests. The Contractor shall cooperate fully and, when requested, permit samples of materials to be taken from containers as the materials are applied to building surfaces. B. Cost of Testing: If tests indicate that materials or work does not comply with requirements, the Contractor shall pay for tests performed, all retesting, and shall remove and replace non- complying work. 3.04 TOUCH-UP, CLEANING, AND PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. B. Clean finished surfaces and remove all finish splatters from adjacent work. Remove and replace work that cannot be successfully cleaned. C. Provide signs and temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately before final acceptance. 3.05 PAINT SCHEDULE A. Number of coats scheduled is minimum. Refer to Paragraph 3.02D, hereinbefore. B. Painting of Interior Surfaces: Important Note: Notwithstanding anything in the following schedule to the contrary, interior painting and finishing shall conform to the applicable laws and building code regarding fire hazard classifications and volatile organic content of finish materials. 1. Mechanical and Electrical Work (Paint all exposed items throughout the project except factory finished items with factory -applied baked enamel finishes which occur in mechanical rooms or areas, and excepting chrome or nickel plating, stainless steel, and aluminum LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES AINTI - 4 other than mill finished. Paint all exposed ductwork and inner portion of all ductwork: Same as specified for other interior metals, hereinabove. 2. Interior Hollow Metal Doors and Frames: Primer Moore's Iron Clad Retardo Rust Inhibitive Paint (163) Second and Third Coats Moore's Alkyd Enamel Dulamel (207), color to match Moore No. 946. 3. Interior Ferrous Metal, Non -Ferrous Metal, and Galvanized Steel Surface Preparation: SSPC SP1 Solvent Wipe and SSPC SP3 Power Tool One Coat 1. Epoxy Primer in shop, under other Section. After Installation: Touch -Up Coat 1.. Tnemec "No. 66 Hi -Build Epoxoline" Epoxy (dry film 3.0 mils) One Coat 1. Tnemec "No. 73 Endura -Shield III" Acrylic (dry film 3.0 mils) Polyurethane 4. Exterior Galvanized Steel for Acrylic Polyurethane Finish (handrail and railing assemblies, exposed steel lintels, exterior steel doors and frames, steel bollards): One Coat 1. Epoxy Primer in shop, under other Section. After Installation: Galvanizing Repair 1. Tnemec "No. 93 Tneme-Zinc Primer at Field Welds Touch-up at Field Welds 1. Tnemec Series 27 Typoxy (dry film 3.0 to 4.0 mils) Two Coats 1. Tnemec "No. 73 Endura -Shield III" (dry film 1.5 to 2.0 mils per coat) 5. Interior Steel, Ducts and Miscellaneous Items at Exposed Ceilings: Field Primer 1. Tnemec Series 90-97 Primer (dry -film 2.5 mils) One Coat 1. Tnemec Series 161 Fascure (dry -film 3.0 mils) END OF SECTION LUCENT HIGH HOUSE 3/15/99 LUCENT TECHNOLOGIES PAINTING 09900-5 SECTION 10200 PRESSURE RELIEF PANELS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Pressure relief panels. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 07410 -METAL PANEL SYSTEMS. 2. Section 07600 - FLASHING AND SHEET METAL 3. Section 07900 - JOINT SEALERS 4. Division 16, ELECTRICAL; wiring to panels. 1.04 QUALITY ASSURANCE A. Certification: Provide pressure relief panels whose performance ratings have been determined in compliance with the NFP.A. B. Source: Provide panels which are the products of one manufacturer. Provide secondary materials which are acceptable to the panel manufacturer. C. Comply with the SMACNA Architectural Sheet Metal Manual recommendations for fabrication, details and installation recommendations. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, certified performance data and finish specifications. Provide certifications stating that materials comply with requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide elevations and details of anchorages, connections and accessory items. Indicate joinery, fasteners and all other relevant information. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress. D. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide LUCENT HIGH HOUSE 3/15/99 PRESSURE RELIEF PANELS LUCENT TECHNOLOGIES 10200-1 samples having minimum area of 144 square inches. E. Test Reports: Submit certified reports for performance. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 -PRODUCTS 2.01 MATERIALS AND PRODUCTS A. Panels: Provide pressure relief panels equal to Explovent manufactured by Construction Specialties, Inc. and complying with the following: 1. Panels: Semi-rigid insullated core with 0.032 in. thick aluminum alloy sheet laminated to both sides; total depth 2 in. 2. Panel Framing: 0.063 in. thick 6063 T52 alloy extruded aluminum. 3. Gaskets: Manufacturer's standard. B. Fastenings: Provide stainless steel fasteners, anchors and inserts. Conceal from view to greatest extent possible. Finish exposed items to match panels. 2.02 FABRICATION A. Shop fabricate work to the greatest extent possible. Fabricate work to be truly straight, plumb, level and square. Use welded connections wherever possible. B. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Provide all supports, anchors, fasteners and accessories necessary for a complete installation. C. Fabricate work with uniform, tight joints. D. Provide all sills, extensions -and other items to ensure proper drainage to the exterior. Prevent water penetration in excess of limits specified. E. Mount release mechanism to panel frame, shop calibrate and test for design loads specified on approved shop drawings. 2.03 FINISHES A. Aluminum Finish: 70% Kynar, three -coat PPG Duranar XL Coating. Color as selected by Owner's Representative from manufacturer's full range of standard and custom colors. B. Bituminous Paint: Provide SSPC -Paint 12, cold applied asphalt mastic, to coat all metal surfaces in contact with concrete, masonry and dissimilar metals. PART 3 -EXECUTION 3.01 INSTALLATION/ERECTION A. Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. Beginning work means Installer accepts substrates and conditions. B. Install panels truly plumb, level, square and in alignment with adjacent work, unless indicated LUCENT HIGH HOUSE 3/15/99 PRESSURE RELIEF PANELS LUCENT TECHNOLOGIES 10200-2 otherwise. Conceal fasteners and connections to the greatest extent possible. C. Make all connections and joints watertight. Leave spaces for joint sealers at entire perimeter and other locations as indicated or required. D. Protect metal from contact with masonry, concrete and dissimilar metals by coating with bituminous paint or providing another isolation material approved by Owner's Representative. E. Coordinate installation with flashing work and joint sealing work specified in other specification sections. 3.02 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Documents and shall not be added to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level and Line: ±1/8" in 20'-0" 2. Allowable Variation from True Plane of Adjacent Surfaces: ±1/16" - 3.03 CLEANING, TOUCH-UP AND PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. B. Repair minor damage to eliminate all evidence of repair. Clean exposed surfaces using materials and methods recommended by manufacturer of material or product being cleaned. Remove and replace work that cannot be successfully cleaned or repaired. C. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately before final acceptance. END OF SECTION LUCENT HIGH HOUSE 3/15/99 PRESSURE RELIEF PANELS LUCENT TECHNOLOGIES 10200 - 3 CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 03 — / i Date T uc 1999 THIS CERTIFIES THAT THE BUILDING LOCATED ON I (acx� c57ME-6 MAY BE OCCUPIED AS 94 Wz 1��1�y o�;�� sP.s�- IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. ?c`�cv�ati r2o.►,, rN/¢-uul�Ae�u2i�¢ "°"T" CERTIFICATE ISSUED TO �..� �`.a t• `rr�w l,e laGFie`� Nc . � D ADDRESS 44 CNUSBuilding Inspector M,n 1,4- 1,.a C> I -?- PROJECT MANUAL FOR Lucent Technologies Lucent High House 1600 Osgood Street North Andover, Massachusetts March 15, 1999 ARCHITECT Dean Architectural Alliance, Inc. 179 South Street Boston, Massachusetts 02111 MEP ENGINEERS R. G. Vanderweil Engineers, Inc. 274 Summer Street Boston, Massachusetts 02210 STRUCTURAL ENGINEERS Collaborative Engineering Services, Inc. Unit D H5 92 Main Street Medford, Massachusetts 02155 SITE ENGINEERS Waterman Design Associates, Inc. 69 Milk Street, Suite 101 Westborough, Massachusetts 01581 RECEIVED JUN 0 2 1999 t3UILDING DEPT. l� SPECIFICATIONS LUCENT HIGH HOUSE Table of Contents DIVISION 1 - GENERAL REQUIREMENTS 01000 General Requirements DIVISION 2 - SITE WORK 02050 Demolition 02100 Site Preparation 02200 Site Earthwork 02600 Site Utilities DIVISION 3 - CONCRETE Cast -In -Place Concrete - see Structural Drawings DIVISION 4 - MASONRY 04200 Unit Masonry DIVISION 5 - METALS Structural Steel - see Structural Drawings 05500 Miscellaneous Metals Metal Deck - see Structural Drawings DIVISION 6 - WOOD AND PLASTICS Not Used DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07160 Bituminous Dampproofing 07200 Insulation 07410 Metal Panel Systems 07600 Flashing and Sheet Metal 07900 Joint Sealers DIVISION 8 - DOORS AND WINDOWS 08100 Steel Doors and Frames 08330 Overhead Coiling Doors 08510 Steel Windows 08710 Finish Hardware DIVISION 9 - FINISHES 09900 Painting DIVISION 10 - SPECIALTIES 10200 Pressure Relief Panels LUCENT HIGH HOUSE 3/15/99 TABLE OF CONTENTS LUCENT TECHNOLOGIES TOC - 1 Y �yCL.' > T V J v. 1 \/ + /� .. _ !`••' ...� i & Ort 1 �PSot, . 32 7-1 c J I :2 �j Location No. Date S/7-1 12 7 I I &O*Th TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ -.2 la 2- 01 Foundation Permit Fee $ CHU Other Permit Fee $ o47 10926 Sewer Connection Fee $ CL Water Connection Fee $ TOTAL V) aL. 4"Y Builawnspector Div. Public Works F, O i+ O CY_ � F- C/3 z V I I I 1 I 1 Q 1 � 0 3ft Z �. z z J a E G W t - Z C W H W z 0 ' 0 Z • O IL F— S a, ° �_ 0 0 u u"� s It augur L 0 A J W W d q O i+ O CY_ � F- C/3 z V I I I 1 I 1 v Q 1 � V 3ft Z �. z z A W t - Z C W H W v "R-FFI PTO W Q Z 0 m O = O -X N Z W 0 p( W a Q x N~ O 2 L 3 li M y Y ]{ W oe H M W_ L� a Z Q OC O N ~ V V Y W r yb� O[ W G x F 0} N m O LL pQ� gp W O O~ mQa°` Z2a0 V�V �J«- Zo �Fa '^ OQ ao m°�UO2jvxi xx�ajvaQp ZOQ x -zzoff V~ i 1L �L F Q W S Q Q �V- Q N Q^ O m O a Y O~ O JW ^Q; ^ O C N x Q oQt z O W Z rTT-F,-, i 1 1 -02 OWZFOIJIW F O dxQ FN W Z V O r 3 `Z? L'/lI 'U�- V WOH`LNI a-00ZZ°; TT KZO n !"i = r• L Ivo._ �'3 1 APPLICATION FOR PERMIT TO BUILD —NORTH ANDOVER, MASS. PAGP 1 MAP +40.L O OT NO. ? 6`X7/: 2 RECORD OF OWNERSHIP DATE PAGE ZONE SUB DIV. LOT NO. toviwisjutollUYl �IBOOK — I LOCATION1600 056dov !�T I� PURPOSE OF BUILDING�ATA�"'� g OWNER'S NAME� ,�,,• s aciA;. , rOLvV ,�N�� NO. OF STORIES SIZE V OWNER'S ADDRESS O O6OOD03 I • a OQ� ASEMENT OR SLAB ` ARCHITECT'S NAME / o„CNr. ` OL �.c T�C C}!Vi,L SIZE OF FLOOR TIMBERS IST �� 2ND 3RD BUILDER'S NAME L'j�/F•r//GGGG,Q�//LD`/t,; /�D !/&V iEAX(/3.T/N6 SPAN DISTANCE TO NEAREST BUILDING #oa;T/a,eC._D� DIMENSIONS OF SILLS ..... DISTANCE FROM STREET `tLo �,r VV � "' POSTS ... DISTANCE FROM LOT LINES - SIDES /o 00 /� REAR. /Moo �,_0 GIRDERS AREA OF LOT // p w`� FRONTAGE �t/OA HEIGHT OF FOUNDATION ^., THICKNESS � IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION ^ MATER:AL OF CHIMNEY �. IS BUILDING ALTERATION YjS^5 IS BUILDING ON SOLID OR FILLED LAND SOG4 WILL BUILDING CONFORM TO REQUIREMENTS OF CODE �/G� JG IS BUILDING CONNECTED TO TOWN WATER yes BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER AID IS BUILDING CONNECTED TO NATURAL GAS LINE S INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR CONTROL CONSTRUCTION UVVNtK TEL. # is O PERMIT GRANTED CONTR. TEL. o/a CONTR. LIC.09 OL(- e.K � 3 PROPERTY INFORMATION LAND COST -„i EST. BLDG. CO EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM _ SEPTIC PERMIT NO. 4 APPROVED BY CONTROL CONSTRUCTION BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN BUILDING INSPECTOR MAY 2 21997 ,/"?,/ 17 FAMILY STORIES FAMILY OFFICES DENTS V v CONSTRUCTION FOUNDATION ETE ETE BL K. OR STONE 8 INTERIOR FINISH 3 t PINE HARDW'D _I PLASTER DRY WALL UNFIN. 2 13 BASEMENT =ULL FIN. B M'T AREA 1!1 3/. FIN, ATTIC AREA _ .1'T FIRE PLACES . _ BOOM MODERN KITCHEN _ WALLS II J FLOORS BARDS B _ 1 � 2 3 _ _ AD NG SHINGLES CONCRETE EARTH T SIDING DS SIDING SIDING I ON MASONRY HARD"J D COMMCN ASPH. TILE ON FRAME DN MASONRY )N FRAME 11 ATTIC STRS. & FLOOR _ OR CINDER BLK. WIRING ON MASONRY ON FRAME SUPERIOR POOR _ ADEQUATE NONE ROOF HIP 10 PLUMBING BATH (3 FIX.) MANSARD TOILET RM. (2 FIX.) _ SHED WATER CLOSET T SHINGLES LAVATORY _ SHINGES KITCHEN SINK NO PLUMBING GRAVEL STALL SHOWER OOFING MODERN FIXTURES TILE FLOOR _ TILE DADO FRAMING I 11 HEATING PIPELJOI AIR E FORCED HOT AIR FURN. FORCED OT BMS. 6 COLS. STEAM MS. & COLS. HOT W'T'R OR VAPOR RAFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS -I 3rd I GGAS ELECTRIC NO HEATING THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. SEE' Loc.O-5 A4.4# wcrs FPV lo?/OS- soaMFr LA85 4AYoar f P V /o vos - REFtEeT! ve adr ./A/d- Paw Fp v io y /o S - SPRlwx4eArt SYS TEM ,'PV /of /os - #v4c GRYour • z E" CL $� Cigb iF le J� 0 `, IME"1=mse. -o� �,.s..• i n.•wwlwnm• �_ � � � 9 ,• mminlmllnln e = 3 _ ' ,. •�� � _ _ : - mmma�Ilollmin / •mimmrtammn „. "IIIINIIII C II i Id'er�'1: �I • W �_i 0 z � a ' a a Z Q O ` O � CO) C C y O Cr. m c CEO v A m v0 a w W c CL O A u O �oa� a m c � O A w CO z U) o cn 0 z C©? z 0 0 z 0 MM 72 O m o � ' V Z Q O ` O � CO) C C y O Cr. m c E m m •C' c CL O A O �oa� i m c � O Cf QCO �O o �-0 c v � Is ev CE • ca C Z CD •� 1 �.■� .2 � alba Rii c dime u cc COD C 0 $ tco tc all E L. m m c N H cam � N c tc:E. • _ ..—m m o o, .: ae.acm m C cm's O 32 CO O m N O V 5 Z O m c o CL a G Q ace tOV 0 �tv:s� m COO W GOU. Z m w C_,,, _, •r Zi OC N Eas at z Z CM h a :��� 5 W 2 .02 s F- s m C©? z 0 0 z 0 MM 72 O m o � ' V Z Q O � CO) C I Cr. m O•— p� E m m �3 O O �oa� oLm Cf QCO o �-0 c v � ev as • ca C Z CD •� 1 �.■� H C O c dime u cc COD 0 ut�"' OFFICE OF BUILDING INSPECTUR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL (508) 682-6483 x30 PROJECT NUMBER: PROJECT TITLE: J-D/N/t/�'% Lf�if6R A 7DA2/E15 PROJECT LOCATION:_LIJGtb'NT /90,1A1,6kZe-1FS ZA64- �Q 40Y,00✓EJZ M% y NAME OF BUILDING: BLiI aDI�IG ND. 3 D NATURE OF PROJECT: REMO V,4 %/Q�V,S' C ooy,Srgac r BQDD _ E GF cTiCdN/c GAB S, IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, —4c- 4,1 n*'2 4 /1. ,,o Registration No. 3 5 3 3 6 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I,HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESICH PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL STRUCTURAL 07-� MECHANICAL Q FIRE PROTECTION ® ELECTRICAL Q OTHER;(specify)= , FOR THE ABOVE NAMED PROJECT AND THAT, TO,THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES.' ; AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE TH".T THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN.SECTION 127.2.2.: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Special architectural or engineering professional.inspection of critical construction carponents requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT . WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDO'VEIR BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. 17 SI NATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS Al S. -'DAY OF 2idd4 19 "j 7 W NOTARY PUBLIC MY COMMISSION EXPIRES NUEN W.11��17 Notary Publie MY COMM(eelon Expires April T6,2= G May -09-97 09:26A 10 . Req #: PR9703130037 Report: PRO02 FEJR #: 970143 Change #: 0 Req Type: PLANT -REQ "s. P OL_D J . FACILITY REQUISITION 05/07/97 - 13:38 Page: 1 Const Org: JCO272300 MACCS Charge #: W970143000 Req Status: CONSTRUCTN Wanted: Title: Physical construction of Next Generation'SONET labs Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 03/13/97 Requester: BLONDIN, TIMOTHY - JC52D2200 - x 4344 - pg None Auth: JC52D2200 Engineer: PATEL, AJIT - JCO2E0100 - x 2692 - pg 0426 Chgd: JC52D2200 Proj Code: MISC Bldg/Flr: 30 /02 Column: AA -10 Est. Cost $: 350,960.00 Room: -------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT 195 - 47160 FOR TYPICAL BOTTOM CHORD BRACING 195 - 47165 STRUCTURAL STEEL -ROOF DESIGN 195 - 47167 STRUCTURAL STEEL -ROOF DESIGN 195 - 47169 STRUCTURAL STEEL -BOTTOM CHORD FRAMING FPV - 106253 1 LAYOUT FPV - 106259 1 LAYOUT FPV - 109105 8,8a,3- HVAC LAYOUT AND SECTION SK - 704-7350 sheets 1 thru 5 GRID SYSTEM INSTALLATION -------------------------------------------------------------------------------- SSOCIATED ORDERS TYPE STATUS DATE COMMENT -_----------------------------------------------- ------------------------------ MVE6704397 EPPS-PO FURNITURE MVE6704396 EPPS-PO IAC WORKSTATIONS -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------------------------------------------------------ -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT 01 646 646 30362 20000 50110312 ^2 80 550 64 400 1094 51418 10500 50110312 3 150 850 1000 47000 15000 50110312 04 600 200 800 37600 12500 50110312 05 120 120 5640 9000 50110312 06 400 400 18800 6500 50110312 07 150 150 7050 20000 50110312 08 16 16 752 5500 50110312 09 64 64 3008 4000 50110312 10 350 350 16450 1500 50110312 1 300 300 14100 0 50110312 .2 240 240 11280 3000 50110312 --- ---- ---- ---- -------- -------- -------- 1792 240 150 1270 978 750 0 0 0 5180. 243460 10 rnn_ �@ gig :,.r••is:�w!!Y�lN.�fiir$��94YA)C?O(2 ?'1:.�.... MAY. 09 '97 (THU) 02:56 COMMUNICATION No:15 PAGE. 2 i 1 May -09-97 09:26A . Req #: PR9703130037 FACILITY REQUISITION 05/07/97 - 13:38 Report: PRO02____________________ Page: 2 ----------------------------------------------- .►pproved: �• Approved: LAVACHE, PETER C • Encrineering Environmental Date: /l/-92 Date: MAY. 09 '97 (THU) 02:57 COMMUNICATION No:15 PAGE. 3 P.03 -- .. May -09-97 09:26A Req #: PR9703130037 Report: PRO02 FACILITY REQUISITION 05/07/97 - 13:38 Page: 3 -------------------------------------------------------------------------------- Task #: 01 Requester: BUTTON, CLAYTON - JCO272300 - x 3942 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL -GRID INSTALLATION This work consists of providing and installing a grid support system per " SK 704-7350. This system will support a new 4 -ft. by 2 -ft. panel ceiling and a new cable tray system <below the ceiling>,provided by others. The grid height shall be set at 10'-3 and 10'-9 as shown on SK 704-7350. The "B" items referenced are parts by B-line Systems. Existing plates,for bottom chord bracing,may be drilled for hanger rod attachment. The material ordered for this project shall include additional material (beyond that shown on SK 704-7350),as listed below,for support of the new able tray system. 1.B22A (channel)-420.feet. 2.B107 -22A (supports) -100 pieces <include 3 -mounting bolts with each piece> The estimated cost of this material IS included in the Task #1 material cost. Doing Org: JCO272300 Task Hours::646.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 02 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: ROOM WALLS In block 2 area, bldg.30-2, provide necessary labor and material to construct drywall partition as shown on drawings. Use metal studs3-1/2X1-3/8 inches with drywall of 1/2 inch. Provide and install 4 feet high (20 ga.) galvanized sheet metal protection along the outside main aisles of the new drywall partion. Provide labor and material to paint all walls. Doing Org: JCO272300 Task Hours: 1094.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 03 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: HVAC- AC15 Provide and install supply air duct from AC -15 with VAV boxes for each room as shown on drawing. Install supply air diffusers, volume control dampers and main branch control dampers as shown. Insulate entire duct work. Doing Org: JCO272300 Task Hours: 1000.00 Account: 50110312 MAY. 09 ' 97 (THU) 02:57 COMMUNICATION No:15 PAGE. 4 May -09-97 09:26A Req #: PR9703130037 Report: PRO02 FACILITY REQUISITION 05/07/97 - 13:38 Page: 4 ------------------------------------------------------------------------------- Task #: 04 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 ----------------------------=--------------------------------------------------- Work: CEILING rovide and install 4 feet X 2 feet ceiling tiles- Armstrong type as shown on drawing. Doing Org: JCO272300 Task Hours: 800.00 Account: 50110312 -------------------------------- ------------------------------------------------ Task #: 05 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: DOORS Provide and isntall doors 3 feet x 8 feet nominal size for all rooms as shown, follow FSV -286 factory standard: Doing Org: JCO272300 Task Hours: 120.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: ESD CARPET rovide and install ESD carpet tiles in enitre shop area. Follow __aanufacturers reccomendations for instllation, grounding and other issues. Provide ESD LOGO tiles at enterence to each room. Purchase tiles and services from Paul Boshar Co. of Methuen, MA. Doing Org: JCO272300 Task Hours: 400.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 07 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: HVAC - CONTROLS rocure Andvoer Controls service for AC -15 controls of unit, vav boxes. -Detail control sequence will be provided. Doing Org.: JCO272300 Task Hours: 150.00 Account: 50110312 MAY. 09 ' 97 (THU) 02:57 COMMUNICATION No:15 PAGE. 5 P.05 , May -09-97 09:27A Req #: PR9703130037 FACILITY REQUISITION Report: PRO02 05/07/97 - 13:38 Page: 5 ------------------------------------------------------------------------------- Task #: 08 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -----------=-------------------------------------------------------------------- Work: VFD DRIVE .vrchase and install one VFD drive for AC -15 supply fan and mount close to the unit. VFD should be purchased from Fairgrive corp. of Lowell per specifications used for the preivious jobs. Doing Org: JCO272300 Task Hours: 166.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 09 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 ------------------------------------------------------------------------------- Work: HVAC- AIR BALANCING procure air balancing services for complete air balance of the HVAC system including air handler, vav boxes and manual/volume control dampers. Provide detail report of the system balance ( 5 copies). Doing Org: JCO272300 Task Hours: 64.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 10 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: AREA PREP AND CLEAN UP Provide labor to clean, touch up the room construction completion. Paint entire area to match surroundings. Doing Org: JCO272300 Task Hours: 350.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 11 Requester: PATEL, AJIT - JCO2EO100 = x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: FURNITURE INSTALLATION Tnstall purchased furniture for all rooms per drawing. Contact Tim Blondin 4344 for detail questions on this move. Doing Org: JCO272300 ITask Hours: 300.00 Account: 50110312 MAY. 09 '97 (THU) 02:58 COMMUNICATION No:15 PAGE. 6 P_06 ` May -09-97.09:27A P.07 Req #: PR9703.130037 FACILITY REQUISITION 05/07/97 - 13:38 Report: PR002 =--=-------------- Pae 6 •------------------------------------------------------------------------------- Task #: 12 Requester: BROBST, ROBERT - JCO2EO600 - x 2566 - pg 0678 -------=------------------------------------------------------------------------ Work: MECHANICAL - SPRINKLERS Install sprinklers per FPV 109105 SHT.3, handbook 328, section B, and NAPA 13(1996). Allow existing sprinklers to remain in service until new sprinlers are functional. 2. When new sprinklers are in service, remove existing sprinklers and pipe except 8 inch, 6 inch, 5 inch mains, and sprinklers in equipment room at Y-6. Doing Org: JCO272300 Task Hours: 240.00 Account: 50110312 MAY. 09 ' 97 (THU) 02:58 COMMUNICATION No:15 PAGE. 7 0 Vf 1A W W W W W W xxx N vi Ln moo r N 'V of d 3,GX4J��p ¢u4. x 4 ;7 0'-6 CNEw� < 13 SE c.T. F.- F A !'- o ( ryp - s pIA6,25 i 161' 5LOC LS (extsr� 4-x4x 14.'47 Z -v (C.A.nj Vp) Z- 14.M 11wt1<. goLT$ 1 NTo 3Qocw— Tow7S 5� c W W W W W W I== N N tA OOO kn O' O n va C4 r r <v cn cv ,°l i I >a 1 ail II � U. .I �II :I! 0 sp 2 V c� ` 7 iI v � 'I 2 II I I f~ t � t K ,°l i I >a 1 ail II � U. .I �II :I! 0 Ij v 'I 2 ul�w W W W W W W N O O .- CI +a v nnn N h C 107 N N372 ,> £ 0/ _ mi , i r wrzn j) �SSnyL> � v 37*3-1�I <.L ) b;o/ ' -35) jj-b N i� !v --4 M �• �II Z ql 2` 2 Q 3 n� � v v � J � <.L ) b;o/ ' -35) jj-b H H H UA UJ UJ W W W xxx AAS too ^n vv v c. n r rC4C4 I � -. Z tog t5 hoof Ent D g 2.2-A 5 —' Ext; -r. OLgGt, WALL. — .II T> c�stZNe�+p � Arfvo -\ 6Nb '6•22a C ' l fEll Cx �5r• VI'—I '\- unvwvJ i I 1 t -t i r :t i i li iI DINo- - Ex.tsl' Njcr�t_ — �rvo'5Au kAOQ, Ci14 LC. l41EK I UG,v�.i2./r%"'lvr�.l SINE 7- LA :<r T S livllil.-SI_Sf5 G /�2uVrDrN( ArvD NSi%�LLI"i A G2r� 1ti / S f-5- l)r LL fL iU Gv -ANE .^' ' ami . y s � ���,�,r q i � �Z? CE1Lrrv(a' � A Ne w C,q13L-t= Tz,,q O v i I-) 45-i;) ��� �7 q mil `4T- >b qND �o'-�'� It s=(OWAJ �-;rE � Tr:�� c.G Q C PA ILry %�� - LrNC 5�STCkic _. A 1S7 1�� Cly,- T2vS5 f�2RGrr.J�, �/J� i �(s %/CI .C -C) ^ 2 ✓ ��7,-J�. G-%� i BUD tri Ar_1-fA EAJT', _ /?j. 4-7/60 c 2 LAJ4 -47167 < ST2.. F� GZ4 (C�a,v/uE�, 6o.- -r 7 I 4U. G 7 G i0l h1,+ h(LtiT5 C) ` _ - _ �7 J x4x4 r� 2-U mak. W 47i50 9 CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 23q M g3 l9i'?) Dated Al L THIS CERTIFIES THAT THE BUILDING LOCATED ON [ (o 0oS`r--- MAY BE OCCUPIED AS _2 t'P T --kc a 1`kt-K-Wbu "c LAR IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. �j10RT/ CERTIFICATE ISSUED TO ADDRESS 1Jotsnt A Ntko . °=4CMUS� Building Inspector '017FICES OF: 5,-934 lit (-0NSERVA'1'l0N FIEAI "I'l-I Town of NORTH ANDOVER DIVISION O PLANNING PLANNING & COININIUNITY DEVELOPIIIL'N"I' KAREN Hl". NELSON, DIREC-1.011 CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET . NORTH ANDOVER, MA 01845 GENTLEMEN: 122 Nltiiii Sirc-c l Nc )rll ) A) x I()vur, M"I"'s cc'1)ccsc•Itti()18-1 (G1 r)GH 7)'4/ r) PERMIT # 025 I, G L p ro Aj jre o , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT N14 LL£y ctJC;KXS DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTI'S STATE BUILDING CODE. x s014'vE % - EPEC % aenl-1lC: 1%gogo-rew 1 cs AUTHORIZED SIGNATURE: DATE: 7' 2 /" q 7 REGISTRATION STAMP: '3 �r►�: !t � c CLAYTON A. tiN BUTTON STRUCTURAL u lyo, 39330 Q /S 1 I k. 6 z x Q a m E Is o c� O i . C y O C k •0 C S: 06 N A m C t ~� O 16, m a �mCF E5 00 0 r,6 mi it- all N O & m to 3 N • - CO � �� : � ' = C N N O C ca am oz CC Q! .�O9 C C C yQ cp FM d=t m oo cp C e a � ym= S a�o F- o N m o F- m W CO �+�-• C w U. ar `� Z cc E 0 CD uj ca W �0 o I Z CL m Q C) cn c., z 0 0 Cf) O U V r% O 0. Epi 1 E L O A w Z a u ►a p v I C" d z wc9i a U w a w a ° w v vi E w° c°4 a�' cn cn E Is o c� O i . 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CO O CD CL V W C m c c— ' c ;t O � CO) O cc CF 0 CD V E c CD c � o Z 9 E C vco / W,m m y y L/ O y Ql �.+ y C c M m ' O: N 0 c O -y O , o j c cma � w V y O Z COS C d m CD 0 coo ac Co c 3o c N x COL. a H y 0 a m Z 'H l0 C E a.L v�vI Z o LU F= a �� om O am:2, Cn 0 A, v V i co O C• O Z co C. O ® y C O cm caO O G y m m O O O = O� Q! O L Q ca C O= C cc V C 0 CD CL V W C O c— ' c ev � CO) A, v V Dean Architectural Alliance, Inc. ARCHITECTURE INTERIOR DESIGN TECHNICAL SERVICES February 13, 1997 Mr. Robert Nicetta Building Inspector Town of North Andover 120 Main St. North Andover, MA 01845 Re: Lucent Technologies, 1600 Osgood St., N. Andover Project: Private Dining Room, Pioneer Area and Auditorium Dear Mr. Nicetta: We are writing to you at the request of our client, Lucent Technologies, regarding the periodic on-site construction progress review of the renovations to the Private Dining Room, Pioneer Area and Auditorium at this facility. In accordance with the requirements of paragraph 127.2.2 of the Massachusetts State Building Code, we hereby certify that we have been on-site on a regular periodic basis to monitor the progress of the work and to ensure that the work has been performed in accordance with the design documents. Furthermore, in regards to the requirements of paragraph 127.4 regarding full-time on-site project representation in special circumstances, please note that Mr. Paul Brown of our office, a registered professional architect, has been on-site at least 4 mornings out of each week throughout the construction process. Although daily reports have not been written, we would be pleased to provide this service for the remainder of the project, should you deem it necessary. Sincerely, DEAN 5De, KFS , Inc. Andrew I Dean, AIA Paul S. Brown, AIA Andrew J. A cc: C. Hewett, Lucent 119 Beach Street file (LUCENT 1.3e) Boston, Massachusetts 02111 4 1997 Phone: 617.338.4029 FAX: 617.338.4985 EMail: adean@dprarchitects.com February 12, 1997 Mr. Robert Nicetta Building Inspector Town of North Andover 120 Main St. North Andover, MA 01845 Re: Lucent Technologies, 1600 Osgood St., N. Andover Project: Private Dining Room, Pioneer Area and Auditorium Dear Mr. Nicetta: We are writing to you at the request of our client, Lucent Technologies, regarding the design of the proposed renovations to the Private Dining Room, Pioneer Area and Auditorium at this facility. To the best of our knowledge and understanding, we hereby certify that the design is in compliance with the current regulations of the Massachusetts Architectural Access Board, 521 CMR revised 2/23/96, and also with the Guidelines of the federal Americans with Disabilities Act. Sincerely, cc: C. Hewett, Lucent file (LUCNTCA1 1.3) File: G:I3ROJECTSILUCENTIAUDITORICORRESPI970212B.DOC Dean Architectural Alliance, Inc. ARCHITECTURE INTERIOR DESIGN TECHNICAL SERVICES Andrew J. Dean, AIA Paul S. Brown, AIA 119 Beach Street Boston, Massachusetts 02111 ,Phone: 617.338.4029 FAX: 617.338.4985 EMail: adean@dprarchitects.com ,� '1