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Miscellaneous - 1270 TURNPIKE STREET 4/30/2018 (3)
9 F -- C ut WATER METER INSTALLATION Town of North Andover ��RTH Building Department i h�4z��o 4:°*6o 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 O'Qq LDL MI[ML n.KM V^\ .e ��tTaa I.Pa_,t�3 APPLICATION FOR CERTIFTCATE OF OCCUPANCY / INSPECTION ADDRESS LOT NUMBER SUBDIVISION DATE REQUEST FILED DATE READY FOR INSPECTION TEN (10) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W. —WATER METER 6 � Jk) DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO TEX INSPECTION REQUEST DATE. SI NA PW AUTHORIZ IO 05-15-2003 09:06am From -META 617-222-3426 T-315 P.003/004 F-337 I CONSTRUCTION CONTROL 1 ALAN E. TAYLOR ASSOCIATES AETA.ARCHTry)AOL.00M a. r c h i t e c t S Post Office Box 610422 'Tei. (781)-891-8500 Newton ffighlands, ?1LA 02461-0422 Fax (617) 332-4134 COPY TO: North Andover Bldg Dept LOCATION: Route 114, North Andover, MA WEATHER: Partly cloudy, 60+1- degrees F David L. Bilodeau, Sr., Steven Bilodeau, two painters, Jeral Forger of Bennevento Asphalt Corp_., John Quill Construction (landscaping) 3 OBSERVATIONS: 1. Exterior siding and trim completed. Terrace railing at back stair is installed 2. Handrail at elevator ramp is in place. 4, Elevator machine room vent to shaft, vent and breakable window for fire fighter access at shaft gable on roof are completed. 5. Sprinkler service, elevator State safety inspection both passed. Final electrical, fire, plumbing and HVAC inspections are scheduled for this week. Boiler permit secured. 6. First floor insulation completed. 7: Top course of parking lot paving is scheduled for Friday of this week. All finished grades established; line painting next week. 8. Landscaping is substantially finished. Shrubs were observed staged on parking islands and periphery. Garden tie bollards implants underway. Lawn areas are hydroseeded. 9. Parking lot light poles operational. 10. Fire Deparonent lock box on order and will be installed in about three weeks. 11. Interior painting work left to be done is touch -ug. Then final cleaning can get underway. :'.:05=15-2003 09 06a From-NBTA 617-222-3426 T-315 P.004/004 F-337 12. Remaining work consists of minor punch list items. CONCLUSION: I believe that the project is satisfactactorily complete and substantially ready for occupancy as it was designed and intended The work was performed in a manner consistent with. the Construction Meats. The Work appears to have followed quality control procedures for all End of Report "�j' tie/ """ 1`• j`' bl rb2ij:�5e4 EMBREE ELEVATOR PAGE 02 ELEVATOR CERTIFICATE Elevator: 210-L-153 Printed- 64/26/2003 The Commonwealth ofHassachusetts Chapter 143 of the General Law, Section E5 states the r Department of Public Safety (elevator inspection) certificate shall be posted in a One Ashburton Place, Boston, MA 02108-1618 cdnspiq;ous place in or near the cab or car of suchr CERTIFICATE FOR USE OF ELEVATOR elevator. . Chapter 143, General Laws, as amended Lbcatfon: Location: 1270 Turnpike Street, North Andover MA 1270 Turnpike Street 1.270 Turnpike Street Capacity: / Lfo pounds Speed: Feet per minute No(th Andover, MA 01645 State ID#: 210-L-153 F. T. #t: 3016819 Otivner: Issued on: 05/06/2003 F. F � Building Manager 1270 Turnpike Street Expires: /o/ LV 1270 Turnpike Street North Andover, MA 01845 . Apply for Ro.lnSpeetfert Joseph S Laill — Go days Prior to Expiation Date. Commissloner of Public Safety IN CASE OF ACCIDENT NOTIFY (617) 727-3200 AT ONCE. ssued ;i[� Work Norte ❑ AFTER 5:00 PM & WEEKENDS, CALL (508) 820-2121 . . REPORT UNSAFE CONDITIONS TO BUILDING MANAGER OWNER / UNISEX LAV VARIANCE Commonwealth of Massachusetts Division of Professional Licensure 239 Causeway Street • Boston, Massachusetts 02114 January 10, 2003 David L. Bilodeau & Sons Construction Specialties 25 Cedar St. Hopkinton, MA 01848 Attn: David Bilodeau Re: 1270 Salem Turnpike Dear Sir: MITT ROMNEY GOVERNOR KERRY HEALEY LIEUTENANT GOVERNOR BETH LINDSTROM DIRECTOR, OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION WILLIAM G. WOOD DIRECTOR, DIVISION OF PROFESSIONAL LICENSURE The Board of State Examiners of Plumbers and Gas Fitters on January 8, 2003 granted a variance from 248 CMR section 2.10 (19)(i) of the Plumbing Code. This variance was granted for this owner only. Very truly yours For the Board Jos h A. Peluso Jr., Executive ecretary "Division of Professional Licensure Board of State Examiners of Plumbers and Gasfitters cel cc: Plumbing and Gas Inspector a PHONE - 617-727-8511 FAX - 617-727-2197 WEB - http://www.mass.gov/reg 24S CMR: BOARD OF STATE EXAMINERS OF PLUNffiERS AND GAS FITTERS 2.10: continued 6. All secondary and post secondary schools that conduct sporting or physical activities on school premises and/or have a gymnasium in which said activities may be conducted, I shall have separate showers for each sex to accommodate students. All schools which have trade type programs in which student may become soiled, shall comply with 248 CMR 2.10(19)(h)6. 7. Deluge showers shall be installed in every school .chemistry laboratory classroom, or any room used for similar purposes wherein flammable liquids and open flame devices are used in conformance with the most recent 527 CMR adopted by the Board of Fire Prevention. (i) Employee Facilities (Non -Industrial). 17-In'each establishment4here people are employed, there shall be separate rest rooms for each sex, located in each establishment and shalt be plainly so designated. 2. Facilities in establishments referred to in 248 CMR 2.10(19)@1. within two branch levels shall be acceptable. Facilities shall not be required for mezzanines.. See 248 CNR 2.03: McLanine. 3. Unisex toilet rooms are allowed if they meet .the requirements of 248 CMR 2.10(19)(m). 4. In business or commercial establishments (except industrial) which contain less than 1,200 gross square feet of floor area or does not have reasonable access (within 300 feet and on the same floor) to core or common facilities, one toilet room located within the establishment with the number of fixtures according to the standard set forth in 248 CMR 2.10(19)Table 1 for employee facilities, shall meet the minimum requirement. 5. In every establishment where only one person is employed or works, there shall be one water closet and one lavatory for use of its tenant, provided within reasonable distance, not to exceed 300 feet. Core or common facilities within reasonable distance (defined in 248 CMR 2.10(19)(1)4.), located on the same floor as the establishment being serviced and having separate designated facilities for each sex, may be used to meet the requirements of 248 CMR 2.10(19)(1)5. The number of fixtures in the core or common facilities shall be according to 248 CMR 2.10(19): Table 1 for employee facilities (non- industrial). 6. Where core facilities are allowed and in compliance with the code, additional designated toilet rooms shall be allowed within the establishment. These fixtures shall not be credited to the requirements of 248 CMR 2.10(19): Table 1. (j) Employee Facilities (Industrial) 1. In every industrial establishment, all toilet room facilities including the number and type of plumbing fixtures, the floors, walls, windows, ceilings, lighting, ventilation, doors, partitions, design and location of toilet rooms shall comply with 454 CMR 2.00: Toilets in Industrial Establishments. 2. Separate toilet rooms shall be provided for each sex andshall be plainly so designated. See 248 CMR 2.03: Me>>anine. ` 3. The number of water closets and lavatories shall be provided within reasonable access (defined in 248 CMR 2.W(19)G)4.)*and in accordance with 248 CMR 2.10(19)Table 1 for industrial facilities. 4. Reasonable distance for industrial establishments shall comply with the following: in no case may a water closet be located more than 300 feet distance from the regular place of work of the persons for whose use it was designed, except where service elevators, accessible to the employees, are provided. 5. Each 20 inches of usable or circumference 18 inches sink will be considered as an equivalent of one lavatory. 6. In special industries of departments where there is undue exposure to poisonous substances or liquids or where the work is especially dirty, one lavatory or sink may be required for every five persons and in all cases, a potable water supply of hot and cold water shall be provided. (k) Medical and Health rare Building Facilities. 1. In all medical and health care buildings there shall be separate designated toilet facilities on each floor for male and female patients and visitors. 2. The facilities may be located in a common or core area on each floor that is within 300 feet of all offices. 3. Accessibility shall be direct; it shall not require going from one medical office through another. 8/9/96 248 CMR - 72 May 09 03 11:10a. Bf Murphy Browns 19787748709 p.i OIL BURNER PERMIT B. E. Wurphy TC6g. eMg. Inc. gowns xitchen a, Bath Center 72 9(olten Street showroom Located 56Y(Putnam Stmet Danvers, Wa 01923 mai ing a&&ess 72 JTotten Street Tel (978 774-3174 TaX (9 78) 774-8709 Tel (978 774-3333 Date: �� 9 Tgs. Ind cover. % Date �r,•`:� TOWN OF NORTH ANDOVER �a,_=:•� * RECEIPT 4 4 S� S'4CHU56 ! �7 This certifies that1..,��`,..r`'.,��...r..�%�................ haspaid..c?...:..r...........................:..................:.............................. for.(,.! !.�.lJf!l.f.cc...14.5flAt: Received by .......................:� . .... ......... .......... Department..... 1 ................................................................ �1 WKTE: Applicant CANARY: Department PINK: Treasurer CONSERVATION CONTROL Wetlands & Land Management, Inc. May 16, 2003 Julie Parrino North Andover Conservation Commission 27 Charles Street North Andover, MA 01845 RE: 1270 Turnpike Road – Erosion Control Site Inspection Dear Ms. Parrino: As the Erosion Control Monitor, I have recently completed a site inspection at 1270 Turnpike Street. Since the last inspection, the site has been brought to final grade and was loamed and hydroseeded. Areas of proposed landscaping beds have been prepared and the plant stock has been delivered to the site. Approximately half of the plant stock is already installed and the remaining plants should be installed with just a few more hours work. I noted two limited areas (approximately 10 linear feet) that require the silt fence to be re -stapled to the supporting stakes. The owner was notified and said it would be repaired on Monday. The final paving was imminent and that would conclude the site work at this project. A Certificate of Occupancy is anticipated shortly. After careful site inspection, I believe the site work has been completed in compliance with the approved limits of work and applicable Orders of Conditions. Sincerely, Wetlands & (Land Management, Inc. Li, Lv — - m e--t--.tw William J. Manuell Professional Wetland Scientist CC: David Bilodeau via fax 508-435-4445 500 Maple Street, Danvers, Massachusetts 01923 Tel 978-777-0004 • Fax 978-777-6363 HANCOCK CONSERVATION AS -BUILT 7. Engineering Associates #9318 235 Newbury Street Danvers, MA 01923 (978)777-3050 Fax (978)774-7816 May 16, 2003 Bolton, MA (978)779-6767 ATTN: Julie A. Parrino, Administrator Boston, MA Town of North Andover (617) 350-7906 Conservation Commission 27 Charles Street North Andover, MA 01845 RE: Request for a Certificate of Compliance 1270 Salem Turnpike (Route #114) DEP #242-1095 Record Owner: Seven Hills Community Services, Inc., 81 Hope Street, Worcester, MA 01603 Dear Commission Members: Hancock Associates, on behalf of David L. Bilodeau & Sons, Inc., hereby requests a Certificate of Compliance to the Order of Conditions. The Order of Conditions, issued by the North Andover Conservation Commission on December 12, 2001, permitted the construction of an office building, water and electric lines, paved parking area, stormwater management and drainage structures, and site grading. The project work was Iocated within the 100 -foot buffer zone, the 25 -foot no -disturbance zone, and the 50 -foot no -build zone of bordering and isolated vegetated wetlands. All work has been completed in substantial compliance with the Order of Conditions and approved plan. The site is being stabilized by hydroseeding and the laying of sod. No signs of erosion or sedimentation were observed, and the .haybale/silt fence barrier has been functioning properly. Changes from the approved plan are identified below: 1. The utility pole, located on the west side of the entrance off Salem Turnpike, has been moved sixteen (16) feet southwest, closer to Salem Turnpike. 2. A light pole has been installed twenty (20) feet north of Salem Turnpike and four (4) feet back of the curbing on the westerly side of the entrance. 3. The curbing located on the westerly side of the entrance off of Salem Turnpike, has been extended ten (10) feet closer to Salem Turnpike. 4. A sign, proposed on the westerly side of the entrance, has not been installed. #9318 — David L Bilodeau Request for Certificate of Compliance 5/16/03 Division of Hancock Survey Associates, Inc. �,,, �..i 5. The concrete pad, proposed in the southwest corner of the parking lot, was not installed. 6. A fifteen (15) foot long six (6) foot wide concrete handicap ramp was added to the concrete stoop off the main entrance to the building. 7. An additional catch basin. has been installed in the southwesterly portion of the parking lot, connected to CB#1 (located near the central portion of the parking lot). We believe the changes are insignificant. Therefore, Hancock Associates, on behalf of David L. Bilodeau & Sons, Inc., hereby requests the Commission to review the submitted documents and As -Built Plan and issue a Certificate of Compliance. If you have any questions, please feel free to contact us. Thank you for your time and consideration. Sincerely, HANCOCK ASSOCIATES Richard F. Doherty, P.E. Engineering Division Manager cc: David L. Bilodeau #9318 — David L. Bilodeau Request for Certificate of Compliance 5/16/03 2 Date.... 2... . TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ...... ..... ........................................ ,has permission to perform ....... ;�� . . ............................................. wiring in the building of ....... 4Z� ..... a... ............. . North Andover, Mass. Fee// .. . .... Lic.C.'.*..* .......... ...... . ..................... `"ELECTRICAL INSPECTOR Check # 2 2 d .9 4350 �q Commonwealth of Massachusetts Official Use Only NIV, Department of Fire Services Permit No.`S�r� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date p lrz�l?eq,tor',:b Wi Qs��rp.a 'r , M- jy s M r w^az.s 1 cT �.� :.sy?t," i"4''un.�fx° irl�i ycu�-", i; -.i -r y-""4i'd"� /'.`�t.vr v.� .�"✓"{.�'� t +,� ;Ccs``..,:aut,x.5 .&? r h wn tice of hisxor:herint''ntior� toy ertorm tteelectncalwork+descbetlelowy;';. {t3 _ "' <:tlus application the undersigned glues 5; ;tie= P,xn,a- '�x:���x r*• .,,,:,.t..�r^ �,,,;r,. •:r .;,. .Loc"atio`n.,(Sl�reet''citi�"Number) �,r i � z;�., �.�c�'__ _ Owner or Tenant ev cn ��, l k j 5Oyn dcA i on Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes [�r No ❑ (Check Appropriate Box) Purpose of Building L���L-7 Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead U Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: � s i f �� � •� �� 2� "r� �t f f1� � licks T't` Completion of the following table may be waived by the Inspector of Wires. V No. of Recessed Fixtures No. of Ceil.-Sus addle Fans p ) No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators ISA No. of Lighting Fixtures Swimming Pool rnd e ❑ I rnd. ElBattery Unitgency ig ting No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges g No. of Air Cond. Total Tons No. of Alerting Devices _ No. of Waste Dis posers P Heat Pump Totals: Number "" Tons KW No. of Self -Contained Detection/Alerting Devices ir'o. of Dishwashers „ _ _ T� , Space/Area Heading 1a , Municipal n 01 -her �Lrw— ❑Connection � I No. of Dryers Heating Appliances KWec No. ritof Devices or Equivalent No. of Water, No. o . No. o -- Data Wiring: Heaters . . _ Suns _ .._... _._ Ballasts _ _ _ No. Of Devices or Equivalent No. Hydromassage Bathtubs g No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent 3� OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) 1/01/04 (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and completes FIRM NAME: Giombetti Electric, Inc. ,I LIC. NO.: A11612 Licensee: Donald A. Giombetti, President Signature `���LIC. NO.: E19790 (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 508-485-9695 Address: 401 South St. Marlboro. MA 01752 Alt. Tel. No.: 508-481-3299 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ Signature Telephone No. Date.. ... 2r.... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ......................................................................................... has permission to perform . .. ............................ ........................ ............ wiring in the building of ............... at ... :/..7 ..... orth Andover, Mass. ............... Fee./J.- ...... Lic. /I ELECTRICAL INSPECTOR Check # 4353 `-J U') v o N co r- ErLO 5rnN 00-0-0 t0 s y� Q � O- cr Z O U. a F= �w aCc = LL o V CL COMA/IONWFALTHOf+ AWSACHU,SE77'S Officp Use only DEPARTARMOFPUBLICSAFEIY Permit No. 0*3 BOARD OFFNEPREVEMONREGUL4HONS527CM 1 010 Occupancy & Fees Checked APPLICATTONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) Owner or Tenant S1--Q41??616146-11 Owner's Address 5?/ -1APe ;0VIx Is this permit in conjunction with a building permit: Yes 10 No M (Check Appropriate Box) p��// w /gnu �� ,,_ Utility Authorization No. Purpose of Building , Existing Service Amps / Volts Overhead M Underground M NeNService -/00 Amps/a d /dy0 Voltsf Overhead Underground r V } 6-T� Number of Feeders and Ampacity 3/0 and Nature MW No. of Meters No. of Meters No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above Below Generators KVA ground ground No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners No. of Ranges No. of Air Cond. Total FIRE ALARMS No. of Zones Tons No. of Disposals No. of Heat Total Total No. of Detection and Pumps Tons KW Initiating Devices No. of Dishwashers Space Area Heating KW No. of Sounding Devices No. of Self Contained �.� ` Detection/Soundi Devices No. ofiryers Heating Devices KW Local Municipal Other Connections No. of Water Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER• Irls<Ir�uloeCov�age. PtnAr�9athele�rla>tsoflVlassxla>setlsC>er�allaws Iha,&aamentLiabl&"ykEwaleelbhcymchrlmgCon>plee Covaageoritsstsutdo skirt YES NO M thawsubmrtlddvandpfoofofsametotbeOffim YES F ouhawdrdodYES,ple=i drtypeofcovamgeby drddng ibeTpTdae -- bo 1�1 - ----- ----------- �TSURANCE -- BOND t7IHEIt (Pl�Speafy) -�-- - - F*rationDate EstirrtatadValueofE)bicalWi do $ WO&EDSrmt d Inspac mDaleRMues�a Rough Final iignedunderTr ofpezjtuy. IRMNAME 'n dsJ Cr2i LzeNo. icensee � oma, y d�-- SigrMM LicffwNo / BusirmTeLNo. _ S01I aSel- $`/.� Alt Tel No. �G 0 L%'7 -ZeL(9-0 )WNER'SINSURANCEWANEt lamawatedat[heLiaffwdoesnothavetheinstnanxoovaageoritssu�Uequivalattasmgmedbylvlzss dmsettsGff)edLaws nd that my sig i&tte on this pmnt application waives this wgtmerrynt °lease check one) Owner O Agent �," Telephone No. PERMIT FEE .VJJ Signature of Uwner or Agent The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity EYI am an employer providing workers' compensation for my employees working on this job. Company name: �Fj cSeS - s�10lQac�r� C:�i'd2 �oo Address `/(�� ����, R -11i POS City_�I)�(o rn --�t� od (,Z�, b a 4 Phone* Company name: Address City: Phone # Insurance Co. Policv # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1,500.00 and/or one years' imprisonment-as_viell_as_Civil,penafGesjnsbeiam-d-a_STOP:.MFtK_ORD,ER,anid:a fine_cf_($JD0-0Q)-ariayagainst_me I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. ! do hereby certify under the pains and penafiies of perjury that the information provided above is true and correct. Signature Date Print name PhMe.# Official use only do not write in this area to be completed by city or town officiar City or Town Pefmit/Licensinci . D Building Dept I]Check )f immediate response is required El Licensing Board Ej Selectman's Office Contact person: phone A Ei Health Department Ei Other 4 .{ r David ,e. &evdeaa & Sow CONSTRUCTION SPECIALTIES 25 CEDAR STREET HOPKINTON, MA 01748 Town of North Andovr Building Department 27 Charles Street North Andover, Mass. 01845 Attn: Wiring Inspector 2/6/03 Dear Ladies and Gentlemen, (508) 435-3223 (508) 435-4445 Fax/Data The purpose of this letter is to confirm the dismissal of Essery Electric & Alarm Co. as the Licensed Electrician on the building project at 1270 Salem Turnpike Street in North Andover. We have hired Tom Rosa Electric and he should take over or be reissued a wiring permit for same. Sincerely, avid L. Bilodeau Construction Specialties z 0 m cn TO DATE Q / TIME AM PM P H O FROM PHONE( ) CELL ( ) FAX 0`' E �n E E S a c. M E 4- O E-MAILADDRESS SIGNED PHONED ❑ BACK CALL RNED SEE YOU AGAIN ALL WAS IN URGENT 0) co r W N r w a U J a V a U U� W ° J. W a Q z Cl)z w 0 9 CC w w Lf) Cl) a v V ON CO N LO 6) N 0 O ao coo W v LO 0 I- U H w Q LL 2 0 M TBE CO1VIHON WF1ALTV0,,'' MASWHUSEM DEP V7 OFPUBUCS9FETY BOARD OFFIREPREVEN iON1 W�ONS527CMR12.-00 Office Use only i6, Mees Checked •5 APPLICAHoNFOR PERMIT TO PERFORMELECTRICAL WO. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, SZ7 CMR 1 Z:OO ASE PRINT IN INK OR TYPE ALL INFORMATION) r,— of North Andover ndersigned applies for a permit to perform the electrical work described below. ion (Street & Number) /zP G r or Tenant vr- -'s Address t Ins p r of Win permit in conjunction with a building permit: Yes No (Check Appropriate Box) ;e of Building G �� n� Utility Authorization No. g Service Amp volts Overhead Underground. ,� No. of Meters rvice C7U Amps/ao /29,lo Volts d 0 Overhead Under 'ound ® -- ---�- �' No. of Meters r of Feeders and Ampacityt / 4-)/ rC d�I62c Fc. ,n and. Nature of Proposed Electrical Work .ighting Fixtures receptacle Outlets witch Oinlets angel isposafs shwashers yers No. of Hot Tubs No. of Transformers Total Pool Above r1 Below *" No. of Oil Burners / No. of Gas Burners No. of Air Cond. / Total Ton: No. of Heat Total Pumps Tons Space Area Heating Heating Devices tter Heaters KW No. > Massage No. of of Motors Total .,. emergency Ltgnttng battery FIRE ALARMS Total No. of Detection and KW Initiating Devices KWNo. of Sounding Devices No. of Self Contained Detection/Sounding Devices KWA LocalMunicipal ED Connections KVA No. of Zones i � Plust>anttofllez�tm�r�sl>seltsCierlaall.aVUS nt '� y �' 1 QMrd eori1s& b letlttivalff t YF� � NO ladvalidploofofsarrletotlleOgice YES rP lfbmdlacl®d I El boxpleaseirldic(hetypeofmverageby BOND p OTS p O h�pectimDaleRe d ULl'7 Es'sz Signature U ExprabonDale Estir i&d ValwofE[scbcal Wcqk $ Rmgb �� Licer>SeNo _ � sry� 3 6 Bus mTel.No. j �?�/� Sr�� rias `iceJCa'fi3. /bra. Alt Tel No. 7S%. SXdI j M'RANCEWAIVER;Iamawuetbattbelixmsedmriothavedrm-tua=oc)wrageorilsst>t alegrrivalatasmgtiadbyMa%ad f,,=iaI ws mM mon ft peunit apphcafion waives this mlf[terr a k one) Owner . Agent Telephone No. PERMIT FEE $ �` igna ure o caner or gent Other��'� I THECOMHONWEALTHOFMASSWHC USE77S�9 Office Use only DEPARTAfMTOFPUX1CSAFETY ®'� Perrrut o. BOARDOFFIREPREVEMONREGUL4TIONS527CMRI2.•Ob Occupancy & Fees Checked A le i APPLICATIONFOR PERAIRT TO PERFORMELECMCAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date/O,Z .own of North Andover To the Inspector of Wires: 'he undersigned applies. for a permit to perform the electrical work described below. ocation (Street &Number)/a 7G %Wum 7 -urn. l� (//,v } )wner or Tenant- - - D:quc -6-./ocY -e C-) 'wner's Address//e-5/cul this permit in conjunction with a building permit: Yews M No (Check Appropriate Box) urpose of Building �j j�F� oe Utility Authorization No. xisting Service Amps volts Overhead Underground No. of Meters ew Service 49,00 Amps/2o f2�yo Volts Overhead Underground E5 No. of Meters umber of Feeders and Ampacity re )cation and Nature of Proposed Electrical Work lo. of Lighting Outlets No. of Hot Tubs No. of Transformers Total lo. of Lighting Fixtures Swimming Pool Above Below M Generators KVA KVA round ground fo. of Receptacle Outlets No. of Oil Bumers / No. of Emergency Lighting Battery Units o. of Switch Outlets No. of Gas Burners o. of Ranges No. of Air Cond. Total FIRE ALARMS No. of Zones Tons tection and 'i4 ti r { +- ng Devices �.. • - '` �"°' r ounding Devices Date. 7 Z ; elf Contained "on/Sounding .. Devices Municipal r7 Other� Nor+�M Connections 3 e TOWN:OF NORTH ANDOVER ;,. PEkMIT FOR WIRING I'hIs certifies"`that has permission to perform Wlrlrtg,in the building ...................... Ale— at -` / ' ,North Andover, Mass. 'Lir. No:.......... .. .���..:..:. :...: f` `^`-ELTC'TRICAL INSPECTOR Check # NO u>&calethe typeofcamngeby fFactdcalWolk $ FHW . LimwNo 1- 3�z 36 Z BushmTel.No. 1 >s—r J 4 / G CAC Syl" t Th <4cyU 3 /�%'o O / /�� AlTel.No. -7,% 5 � /.&,/-3 ER'SINSURANCE WAIVER;IamawarethattheLioawdoes nothave(heinsurancecovaageor& substantialegmvala tasIegttitedbyMa%admctls General dmysigl)ahmonftpemutVphcationwaivestlrisngm'e i2m f 3e check one) Owner Agent Telephone No. PERMIT FEE . Signature ot Owner or Agent Town of North Andover Office of the Conservation Department Community Development and Services Division Health Department 27 Charles Street North Andover, Massachusetts 01845 Sandra Starr Health Director MEMORANDUM TO: Jim Diozzi, Plumbing Inspector FROM: Brian J. LaGrasse, Health Inspector RE: 1270 Salem Turnpike Variance DATE: November 25, 2002 Telephone (978) 688-9540 Fax (978) 688-9542 I am sending you this memo in regards to the application for a variance from the state plumbing code for the aforementioned address. The Board of Health does not have any issues with this project and does not object to the variance request. . Feel free to contact me at anytime if you have any questions or would like additional information. X y, rian j. LaGrasse Health Inspector cc: Sandra Starr, Health Director Board of Health File NOV 2 5 2002 BUILDING DEPT - BOARD O.F APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 IEALTFI 688-9540 PLANNING 688-9535 Location t 1 V8 11)aoo -�01, tipt ke No. �-0 Date �aRTM TOWN OF NORTH ANDOVER � � a Certificate of Occupancy $ Building/Frame Permit Fee $ ` Foundation Permit Fee $ ! b Other Permit Fee $ ig TOTAL $ Q Check # 15899 Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING This Section for Official Use 0 BUILDING PERMIT NUMBER: f'i5A—T'E ISSUED: ry —07 0 0 SIGNATURE: Building Commissiop �r/l or Of Buildings Date E" p MINOR 1.1 Property Address: 1.2 Assessors Map and Parcel Number. 74? S-4 L A, Map Number - Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: VC eFficf BZDf- T -5j- Y7 Zoning District Proposed Use Lot Areas Frontage (ft) 1.6 WELDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 'r 0 / 3 — 1P16 -L— — 1.7 Water Supply M.G.L.C.40. § 54) 1.5. Flood Zone Information- 1.9 Sewerage Disposal System Public 0 Private 0 zone - Outside Flood Zone 0 municipal On Site Disposal System 0 2.1 Owner of Record e nut) Address for Service: V'4 1—5�Oy—:ZS ----7 Signature Telephone 2.2 Authorized Agent NamAddress for Service: gignature _-----------reTephone 3.1 Licensed Construction Supervisor Not Applicable 0 DA Ll -0,F4 LJ —7-'# 0 C> / Z74,?7 Address License Number Licensedc 0 u isor: _C-nstru ti p pery �7 T111/ply I /— ';'r. -7do Expiration bate 9&ature TeTeWone 3.2 Registered Home Improvement Contractor Not Applicable 0 DA 41 Z- 49,0,A�4 At ho Company Name,,. Registration Number Addr 0 Expiration Dple ignaturc Telephone 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 Yea .......g9% No ....... ❑ 5.1 Registered Architect:' -rA y u DIS. • , RE ARC Name: �/ AIA n ,,. / .. !/ �� P� N E. TAYZ�9 C'J / , �0� �OhOl ZZ ! IAWTD /, 1qA 402•'7�01-0T22No. 3371 - CIO Address o . BOSTON, Signature Telephone Responsible in Charge of Construction Area of Responsibility Name: Registration Number Address: Expiration Date,- — — f Signature Total Not applicable ❑ Name: Registration Number , Expiration Date Address - Signature Telephone yy V Name _n . Area of R esponsibility . _�; Registration Number Expiration Date Address) Signature Telephone Name ! - .. , - .., - - Area of Responsibility Address Registration Number Telephone Expiration Date jSignature ��Sl0 G Compa5ly Name: Not Applicable ❑ 'O iy/O 6_, s� - r0 �L- llJ i V Responsible in Charge of Construction k �f�E�'T!�D►��F !CP+�l �'�,.(r.�eck all;atrolaca`ble��+':% New Construction Existing Building ❑ Repair(s) ❑ _ Alterations(s) _ ❑7�11io-n 0, Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: wv� ❑ - pw lop /RRI UT ?1 ���� hc.'/LDIr� ' B B'u'siness" • '''i"in"•'s!✓ wrh.rrlw,,�S;.°3ae!AKh's, s 1"•., BUILDING AREA h EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors Total Area s Total Height ft 3O ��. Independent Structural Engineering Structural Peer Review Required Yes ❑ No C9—� SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, R -d I " V A as Owner of the subject property Hereby authorize Dl` V112 & , My behalf, in all matters relative two work ; ,Ai► of Owner to act on orized by this building permit application Date' USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -I ❑ A4' ❑ A-2 A-5 ❑ A-3 ❑ -- ❑ - lA - IB ❑ ❑ B B'u'siness" • 2A 2B 2C ®---, ❑ ❑ C Educational' � " " ❑ ' `' F Factory ❑ ' F-1 ❑ F-2 ❑ H High Hazard ❑ 3A 3B ❑ ❑ I Institutional — - ❑- -I-1 ❑ I-2 ❑ I-3 ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 5B ❑ ❑ S Storage ❑ S-1 ❑ S-2 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUH DING UNDERGOING RENOVATIONS, ADDITIONS AND OR CHANGE IN USE Existing Use Group: Existing Hazard Index 780 CMR 34: Proposed Use Group: Proposed Hazard Index 780 CMR 34: - '''i"in"•'s!✓ wrh.rrlw,,�S;.°3ae!AKh's, s 1"•., BUILDING AREA h EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels Floor Area per Floors Total Area s Total Height ft 3O ��. Independent Structural Engineering Structural Peer Review Required Yes ❑ No C9—� SECTION 10a Owner Authorization - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, R -d I " V A as Owner of the subject property Hereby authorize Dl` V112 & , My behalf, in all matters relative two work ; ,Ai► of Owner to act on orized by this building permit application Date' f P asoma/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. Signed under the pains and penalties of perjury 'Q4V 119 Z-, s`z-zq'ni;�v Print Name --JC�41x�rt/- C;�' �-?Zxt�l Signature of Owner/Agent Date Item Estimated Cost (Dollars) to be Completed b t applicant P Y Peri PP 1. Building (a) Building Permit Fee Vt xX 1Q5- 4. 100 le Multiplier 2 Electrical 110000 d 0o00 (b) Estimated Total Cost ofoQ� Construction from (6) / . 3 Plumbing 0 0 V Building Permit fee (a) x (t,) � 6 4 Mechanical (HVAC) d -D Q �Q 5 Fire:Protection 6 Total (1+2+3+4+5) 97 Z ` Q l/ Check Number „.u�..� l'j3,y; Erik#1,{1},..tyxr5 j�'yi N #•.'[%d jN li4 ,l j_..,�" f l...y: i+lc"d 1if. V" Z yw.Y,�dA}j {���... l..y1.1 4iF i".���}},,% #S- 1� �..:. t: .iia 1t 3Y� +W ig NO. OF: STORIES SIZE�� BASEMENT OR SLAB SIZE OF FLOOR TIMBERS i sr 2ND 3RD SPAN 8 /oi l /?,C 4/94/V I DEMENSIONS OF SILLS O D DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS f i SIZE OF FOOTING X 7 MATERIAL OF CHIlvINEY IS BUILDING ON SOLID OR FILLED LAND ®� IS BUILDING CONNECTED TO NATURAL GAS LINE /Vv � ar^ f P 0 0 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards 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 S9110N PHONE /— o��%J`�'�- -,?VO LOCATION: Assessor's Map Number. PARCEL SUBDIVISION LOT (S)0 STREET I %� ST. NUMBER *****************************************OFFICIAL USE ONLY*********************************** REC MMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINI _ RATOR DATE APPROVED p DATE REJECTED COMMENTS h-7 C6, OWN PLANNER DATE APPROVED%(G p Z DATE REJECTED COMMENTS FOOD INSPECTOR -HEALTH DATE APPROVED S DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY1 PERMIT�z� FIRE DEPARTMENT V RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 I'm N°"'I, OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•�,'..F CONSTRUCTION CONTROL sSACHUs� PROJECT NUMBER: PROJECT TITLE: `✓W09 141" Wi1WATION PROJECT LOCATION: 04004 TURNS'", 0*1"t t t4 payo" hW►P 1VIA,,LOT WS NAME OF BUILDING: OeV014 HIL .0 102-n)NVATICON NATURE OF PROJECT: �'i2%Y/�►TG lJ��tG� �L%II-�%KCa IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, AI -AW IF-, -TWO V- REGISTRATION NO. �'J� 7f BEING A REGISTERED PROFESSIONAL ;'_" 419Fa WARCHITECH HEREBY CERTIFY THAT I Witi- t3f.. TKa W14 ff0ib04& p►t2GtT�i' GVNG Rhtthl ENTIRE PROJECT 0 ARCHITECTURAL x STRUCTURAL a MECHANICAL 0 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 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. GdKM�+1J5UfZfiT� W 1TM 41'TIF V1.41710 PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT W , 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 O UPAN SIGNATURE SUS rC 2i3ED AND TO BEFORE ME THIS=DAY OF li ' 20 _ OTS IC MY COMMISSION EXPIRES MASS HIGHWAY Jane Swift Kevin J. Sullivan Governor Secretary PERMIT - NORTH ANDOVER Matthew J. Amorello Commissioner Pen -nit #: 4-2001-0529 Subject to all the terms, conditions and restrictions printed or written below, permission is hereby granted to RICH MARTELL, SEVEN HILLS FOUNDATION to enter upon the State Highway known as ROUTE 114 (SALEM TURNPIKE) for the purpose of relocating an existing driveway approach located between stations 128+37 and 128+64 at the northerly location line and flaring to stations 128+08 and 128+93 at the edge of the roadway as shown on the attached plan. The drive/drives shall be surfaced with Bituminous Concrete, Type I and shall be comprised of a i Class I Bituminous `oricr � 1 / courses f Base vidi�. ai.d �'s:'� �2) 1 .i2�� Caicl:'ss,C i�. Class I Bituminous COn!rete Pavement for a total depth of 6" with a foundation of at least 6" of compacted gravel. The finished surface shall butt into and not overlap the existing highway grade at the road edge. The drive/drives shall be so graded that no water shall enter the layout nor pond or collect thereon, including the roadway. The curb corners or radii may be painted at the time Of installation. Said curb shall be t3Eilt;d yellaw'only. The curb shall be placed in conjunction with or immediately before the completion of the driveway surfacing. Bituminous curbing removed from within the proposed driveway limits shall be disposed of outside the State Highway location lines. The Grantee shall install either granite or bituminous concrete curbing outlining the limits of the driveway approaches. The part of the drive/drives located within the limits of the State Highway shall be maintained by the Grantee, at his own expense and to the satisfaction of the District Highway Director or his representative. WORK HOURS: 9:00 A.M. thru 3:00 P.M. Monday thru Friday. The work will be performed as per plans on file at the Massachusetts Highway Department District Four Permits Office. The Grantee shall notify the District Pen -nits Engineer at (781) 641-8451, two (2) days prior to the start of work. Massachusetts Highway Department • District 4.519 Appleton Street, Arlington, MA 02476 • (781) 641-8300 The Grantee shall make contact with the Area Contract Specialist III via Pager (7:30 AM to 4:00 PM Monday through Friday ONLY) Pager Number (781) 495-7629, forty-eight hours prior to the start of work. No work shall be authorized without said notification. The Grantee shall notify Dig -Safe at 1-800-322-4844 or 1-888-344-7233 at least 72 hours prior to the start of work for the purpose of identifying the location of underground utilities. Dig -Safe # To be obtained prior to the commencement of work. A copy of this permit must be on the job site at all times for inspection. Failure to have this permit available will result in suspension of the rights granted by this permit. The Completion of Work Form shall be sent to the Grantor via certified mail as soon as possible after the completion of the physical work. All work shall be in compliance with the current edition of the "Massachusetts Highway Department Standard Specifications for Highways and Bridges", 1995 Metric Edition. No equipment, trucks, etc. shall occupy any part of the traveled way except between the hours of 9:00 A.M. and 3:00 P.M. No work shall be done under the terms of this permit on Saturdays, Sundays or Holidays. No work will be perfornled on the day before or the day after a long weekend which involves a holiday on any highway, roadway or property under the control of the Massachusetts Highway Department or in areas where the work would adversely impact the normal flow of traffic on the State Highway System, without permission of the District Highway Director or his Representative. Uniformed Police Officers shall be in attendance at all times while work is being done under this permit. All personnel who are working on the traveled way or breakdown lanes shall wear safety vests and hard hats. The furnishing and erecting of all required signs and traffic safety devices shall be the responsibility of the Grantee. All signs and devices shall conform to the 1988 edition of the Manual on Uniform Traffic Control Devices (MUTCD). Cones and non-reflecting warning devices shall not be left in operating position on the highway when the daytime operations have ceased. If it becomes necessary for this Department to remove any construction warning devices or their appurtenances from the project due to negligence by the Grantee all costs for this work will be charged to the Grantee. Flashing arrow boards will be used at all times when operations occupy the roadway and shall be available for use at all times. All warning devices shall be subject to removal, replacement and repositioning by the Grantee as often as deemed necessary by the Engineer. There shall be a Reimbursable Number for State Engineering Personnel while inspecting this J ob. Free flow of traffic shall be maintained at all times. Two way traffic shall be maintained at all times. When in the opinion of the Engineer, this operation constitutes a hazard to traffic in any area, the Grantee may be required to suspend operations during certain hours and to remove his equipment from the roadway. The Grantee will be responsible for any damage caused by his operation to curbing, structures, roadway, etc. The Grantee shall be responsible for any settlement which may occur as a result of the work done under this pen -nit. The Grantee shall be responsible for any ponding of water which may develop within the State Highway Layout, caused by this work. The Highway surface shall be kept clean of debris at all times and shall be thoroughly cleaned at the completion of this permit. At the completion of this permit, all disturbed areas shall be restored to a condition equal or similar to that which existed prior to the work. All utility companies whose services are located within or adjacent to the proposed installation areas shall be notified in writing of the proposed installation at least 48 hours prior to the start of any excavation in said areas. This is independent of the required dig safe notification. Any grass areas disturbed within the State Highway Layout shall be graded, loamed to a depth of 4" and seeded. It shall be the responsibility of the Grantee to replace all pavement markings which have been disturbed by this permit. These pavement markings shall be restored within ten (10) days after this work is performed or as deemed necessary by the District Highway Director. Any bound marked MHB shall not be removed or disturbed. If it becomes necessary to remove and reset any highway bounds then the Grantee shall hire a Registered Professional Land Surveyor to perform this work. It shall be the responsibility of this land surveyor to submit to this office a statement in writing and a plan containing his stamp and signature showing that said work has been performed. Grantee assumes all risk associated with any environmental condition within the subject property and shall be solely responsible for all costs associated with evaluating, assessing, and remediating, in accordance with all applicable laws, any environmental contamination (1) discovered during Grantee's work or activities under this permit to the extent such evaluation, assessment or remediation is required for Grantee's work, or (2) resulting from Grantee's work or -activities under this permit. Grantee shall notify Grantor of any such assessment and remediation activities. This permit is issued with the stipulation that it may be modified or revoked at any time at the discretion of the District Four Highway Director or his representative without rendering said Department or the Commonwealth of Nlassachus--tts liable in any way. The Grantee shall indemnify and save harmless the Commonwealth and its Highway Department against all suits, claims or liability of every name and nature arising at any time out of or in consequence of the acts of the Grantee in the performance of the work covered by this permit and or failure to comply with terms and conditions of the permit whether by themselves or their employees or subcontractors. APPLICANT'S REPRESENTATIVE: Karl Dubay (MBF Design Consultants, Inc.) TELEPHONE NUMBER: (508) 755-2340 No work shall be done under this permit until the Grantee has communicated with and received instructions from the District Highway Director of the Massachusetts Highway Department at 519 Appleton Street, Arlington, MA 02476-7009. The permit shall be void unless the work herein contemplated shall have been completed before October 23, 2002. Dated at Arlington this 23rd day of October, 2001. Massachusetts Highway Department, By Stephen T. O'Donnell District Highway Director KCR/mh O U c p Z U� 0 d 5 W m � l IN .oz _ 3.81,5£.9*N Q W j i5 N io HOd613S c� ui „ I .N N d I gW I C W I a (n l IN 19 0 O O LO n y� 6TT opuo!ado> jo/enuanV pvlunom�zm/j Two-way Traffic Taper 50-100' p C Figure TA -10. Lane closure for one lane -two way traffic control. _27 I MASSHIGHWAY J,lnr' �t,'rtt ri;wln J. S1r!ln,,., Completion of'lVork Y0u nlcn• procec(I Ivith [/lc lror,l rlcscrii,cd a itllin this Permit :i-hic'h has hcen iSS11 '(l 10 gory bi• the .1/asscichuselts lli,Till� cn D�pal-MICIlt (A-lassHighit Your attention is calle(1 to the l nle ji-clnle al1mce(1lor completioli q/Jud work, 1111 extension qf tune Is requ11'ed or (ilteratlons to a111- orthe penult C'0111IillOils bC'CC lees necessay applicalioll for such changes sh0ulcl be Houle as sooty as possible to the District Highlccn Director. U -j on completion o/•the it ork, pleasefill 0111 this -/b1 -In all(I jbi-ii'ard it r0: alassachllsetts Higlnt-4 v Department. District Four, � 19. (ppleton Street, Arlin,, -,[on. Al.1 0'4 76. IF THIS NOTICE_ IS NOT RETURNED. THE LLABILIT} -ISSUMED UNDER THIS PF_ RIII T WILL CONTIN T. Bl'.-Iuthoril (lf the .11ass(lChuscits Department District F wIr lli�h:r a; Director. Decir Sir: I hereby noWY ma ihta 1, ".Ork 0lrthrlC(I cl1l(1 (11111101?=C'(I 1!11(/Cr 1I1C ic'/'111:i crnCl collfhtioils of':lll-ID Permit A.0. has hccn c•ompl(:-l"d ill ctc c•nr(lanc e it ith crl/ rcrclltirenlell Is vl .l/(r.:;Ili,r,lnt a! : circ (lute o/ c c�nlplction: Permit (;runlet:: �1!Tlle(I: Dale: i�k1JJUi.ir7"Sea IigllwO :l 'o. i _w. .c .J(., a ?.�/ w r- . .-1 Lha r _.. 1 .- _r;! _-•� � � .. Y •m 6 ago dav 0 ER rL.� 'It'll u u s �N 01 0 O O z 10 Si E CL N N N ami rn m 0 c 0 N a� O Z O g O 5 O v C -0 M c Q, m Ln -0 C O c m }' u L c a Ln v Q, u c 0 a� O E � a`, � a c c aj o +� O M 'M m E om lL n In m w. m O 4- L- a ai u :2 c O m L a U1 FL- m .cp O :U J:ts:W c Hon CD Ai wv 4 :co CIO 3 y p C/) :m .mo fE G� o o '� v +r mE o m oCM ym�3p co bt y�po p f,� .1-- a,% w to tm • L c o di: pct m P-4� A O ` O C i•- L o Q 2 i!c CD CD 0 114 d56 �- .y mdaR� �- h t - z .. o ,0 y O V G m= C p N .G H •— O _ W 0 O O E O o � Z Cl) G. O N 0 C I O cm G CD •E m m CD �CD 0 co 10 o � 0o o eyy o a �Q y G C r=-• G O O v J .� .FL O G Z CD C -D G C�a m CLCOD w 0 LLJ V/ Ir W W w LU O OO U W W W F x z a z w Q zu Q vQ W c CQ U N z W U rr O D V)p C W v Ls+ z U0 Q' °° 00 u v E iu io W cu ro a O C C p C p y C p C 7 E w cn w U w d w a: cn w C4 Li co cn cn .cp O :U J:ts:W c Hon CD Ai wv 4 :co CIO 3 y p C/) :m .mo fE G� o o '� v +r mE o m oCM ym�3p co bt y�po p f,� .1-- a,% w to tm • L c o di: pct m P-4� A O ` O C i•- L o Q 2 i!c CD CD 0 114 d56 �- .y mdaR� �- h t - z .. o ,0 y O V G m= C p N .G H •— O _ W 0 O O E O o � Z Cl) G. O N 0 C I O cm G CD •E m m CD �CD 0 co 10 o � 0o o eyy o a �Q y G C r=-• G O O v J .� .FL O G Z CD C -D G C�a m CLCOD w 0 LLJ V/ Ir W W w LU BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 001487 ;T Birthdate: 04111/1939 Expires: 04/11/2004 Tr. no: 20006 Restricted: 00 DAVID L BILODEAU _rr 25 CEDAR ST HOPKINTON, MA 01748 Administrator 00 - 35,000 cf enclosed space (MGL 0.112 S.60L) 1A - Masonry only 1 G - 1 & 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. /tel DIG SAFE CALL CENTER: (888) 344-7233 4 09/17/2002 11:06 17814443318 METROWEST INS PAGE 01 ACORD. CERTIFICATE OF LIABILITY INSURANCE CSR ICA DATE(MM/DD/YV) PRODUCER LOD-1 09/17/02 THIS CERTIFICATE IS I SUED AS A MATTER OF INFORMATION Northeast Insurance Aqy. , Inc. ONLY AND CONFER$ NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 567 Southbridge St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Auburn MA 01501, Phon®:508-832-0404 Fax:508-832-9565 INSURERS AFFORDING COVERAGE INSURED A INSURER A: Ma land Caauasl Ins Group INSURER B: 08/01/02 ! 08/01/03 DAVID L. SILODEAU MED EXP (Any one person) $10000 INSURER C: 25 Ca"r St *at Hopkinton MA 01746 INSURER D: INSURER E: GENERAL AGGREGATE $600000 rhVFQ At-cC THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFIC NTE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY TWE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSION!; AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L TYPE OF INSURANCE POLICY NUMBER pA'fE MMfDD PIRATION DATE *IDD LIMITS GENERALLUlt31LITY EACH OCCURRENCE $ 300000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR SCP036662923 08/01/02 ! 08/01/03 FIRE DAMAGE (Any one fire) $ MED EXP (Any one person) $10000 PERSONAL 3 ADV INJURY $ 300000 GENERAL AGGREGATE $600000 GEN'L AGOR15OATE LIMIT APPLIES PER: JP LOC POUCY 7 PRODUCTS - COMP/OP AGO $ 600000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea acddent) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON�WNEp AUTOS BODILY INJURY $ (Par ecadanq PROPERTY DAMAGE $ (Per aaidanl) - _ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC _ AUTO ONLY; AGO $ EXCESS LIABILITY OCCUR E CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERW LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE • EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ OTHER A CO msrcial Applica SCP 36662923 08/01/02 08/01/03 A Pr2p2rtZ Section 1SCP036662923 08/01/02 1 08/01/03 DESCRIPTION OF OPERATIONSR.00ATIONS)VEHICL$$/EJ(CLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS INSURED SUBCONTRACTORS - BUILD ING RECON/REPAIR f�Ctl4V CSA �Tn -- LI JAMMIORUw�IMCUMEU;IMOWKeKLri[SK: {.AryIeC.LA1IVIl NANDOVESHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER VALL ENDEAVOR TO MML -1.0— DAY$ WRRTEN NOTICE TO TME CERTIFICATE MOLDER NAMED TO THE LEFT, BUT PAIL IME TO Do $O $HALL NORTH ANDOVER BUILDING DEPT 27 CHARLES ST IMPOSE NO OBLIGATION OR LIASIUTY OF ANY KIND UPON THE INSURER, ITS AdENTS OR NORTH ANDOVER NA 01845 REPRESENTATIVE$• /I _ A 25-5(7/97) - (0ACORD CORPORATION 1988 The Commonwealth of Massachusetts � = Department of Industrial Accidents x ,01 Office of Investigations Boston, Mass. 02111 4 Workers' Compensation Insurance Affidavit Please Print Name: OA I/ /D L . ,8 %L. O D�FA U Location: �J C- % ! Phone VS'— am a homeowner performing all work myself. b I —) ��am a sole proprietor and have no one working in any capacity C`1 I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone #: Insurance Co Policy Company name: Address City Phone #: Insurance Co Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ($100.00) a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify unde pains and penalties provided above is true and correct. Signature DateIF I D Print name �. UID L, �1 L D ®'iQy Phone # Official use only do not write in this area to be completed by city ortown official' ❑ Building Dept ❑Check if immediate response is required Building Dept ❑ licensing Board ❑ Selectman's Office Contact person: Phone #: ❑ Health Department ❑ Other FORM WORKMAN'S COMPENSATION Building Department 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax. (978) 688-9542 DEBRIS DISPOSAL FORM UtS?LSD O ' OG h yy /Q COGn�iGN(•yKT �`0 T ss�c�us�� In accordance with the provisions of MGL c 40 s 54, and. a condition of Building permit-# the debris resulting from the work shall.be of in a properly licensed solid waste disposal facility as defined by disposed MGL c 1 I, sI SOa: The debris-willbe disposed of in /at: kc-i�yl,cation Date NOTE: A demolition permit from the Town of.North Andover, must be obtained for this project throughOffice the Oce of the Building Inspector. a _ Envelope Compliance Report Massachusetts Commercial Code COMcheck-EZ Software Version 2.2 Release la Section 1: Project Information Project Information: Seven Hills Foundation - Office Building 81Hope Ave Worcester Ma Owner/Agent Information: Future Home Technology 33 Ralph Street Port Jervis NY 12771 Document Author Information: Steve Courtenay Notes: Floor to be insulated by the builder. Section 2: General Information Building Location: Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Building Use Method of Compliance: Building Type Office North Andover, Massachusetts 13a 5641 678 Whole Building Method Floor Area 5791 Project Description (check one): New Construction _ Addition _ Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Air Leakage, Component Certification, and Vapor Retarder Requirements Inspection Approved Initial All joints and penetrations are caulked, gasketed, Date (y/N) weather-stripped, or otherwise sealed Windows, doors, and skylights certified as meeting leakage requirements Component R -values & U -factors labeled as certified Vapor retarder installed c,���D'ARC'yi No. 10251 g�. T ELK /• Climate -Specific Requirements (a) budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Claimed performance does not exceed defaults in Tables 1301.9.3.1. No manufacturer certification required Envelope PASSES: Design 20% better than code Section 4: Compliance Statement The proposed envelope design represented in this docu other calculations submitted with this permit applicati Massachusetts Commercial Code requirements in Principal Envelope Designer -Name Si cure nt is consistent ith the building plans, specifications and The p=e* velope system has been designed to meet the e&E2.2 Release la. a'� Date Gross Cavity Cont. Proposed Budget Component Name/Description Area R -Value R -Value U -Factor U -Factor Roof 1: All -Wood Joist/Rafter/Truss 3402 38.0 0.0 0.028 0.060 Exterior Wall l: Wood Frame, Any Spacing 3398 19.0 0.0 0.068 0.091 Window 1: Wood Frame, Double Pane with Low -E Tinted, shgc 1.00(b) 488 --- --- 0.350_. 0.603 Door 1: Solid 42 --- --- 0.300 ` 0.143 Floor 1: All -Wood Joist/Truss 3402 19.0 0.0 0.049 0.056 (a) budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Claimed performance does not exceed defaults in Tables 1301.9.3.1. No manufacturer certification required Envelope PASSES: Design 20% better than code Section 4: Compliance Statement The proposed envelope design represented in this docu other calculations submitted with this permit applicati Massachusetts Commercial Code requirements in Principal Envelope Designer -Name Si cure nt is consistent ith the building plans, specifications and The p=e* velope system has been designed to meet the e&E2.2 Release la. a'� Date 7 Hills Foundation Office Beverly, MA June 13, 2001 Index Beam 1 — Standard 50 lb./sq. ft. floor load. Beam 2 — 50 Ib./sq. ft. with 100 lb./sq. ft. corridor load Beam 3 — 6'-10'/a" span 100 lb./sq. ft. load Beam 4 — 13'-2" LVL Beam to span between 6'-10'/z" joist 5�&M + Beam 5 — Mate wall beam carrying floor load above 11'-3" Span Beam 6 — Header 8'-0" sliding glass door See sections 37 thru 39 for columns Prepared by: Steve Courtenay Future Home Technology 33 Ralph St. Port Jervis, NY 12771 ,L COMPANY PROJECT Future Home Technology WoodWorks® 33 Ralph Street Port Jervis NY 12771 Ll SOf(WARfF R WOOD DESIGN June 12, 2001 12:13:34 7HILLS1.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) iri utaiy nlULII 11111 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : o' 13'-1.9' Dead 71 Live 438 71 Total 509 438 Bearing: 509 -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? 1 1 2 Live Dead Full Area Full Area 50 (16.0) 6 (16.0) Custom duration factor for Dead load = 1.00 No No iri utaiy nlULII 11111 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : o' 13'-1.9' Dead 71 Live 438 71 Total 509 438 Bearing: 509 -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) ADDITIONAL DATA: Criterion Analysis Value Design Value Analysis/Design Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Shear fv @d = 49 Fv' = 70 fv/Fv' = 0.69 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+) fb = 940 Fb' = 1107 fb/Fb' = 0.85 Deflection: LC# 2 = D+L EI= 138.50e06 lb -int Live Defl'n 0.32 = L/486 0.44 = L/360 0,74 (All LC's are listed in the Analysis output) DESIGN NOTES: Total Defl'n 0.40 = L/391 0.66 = L/240 0.61 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 425 1.00 1.00 E' = 1.4 million 1.00 1.00 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = D+L, M = 1676 lbs -ft Shear : LC# 2 = D+L, V = 509, V@d = 450 lbs Deflection: LC# 2 = D+L EI= 138.50e06 lb -int Total Deflection = 1.50(Defin dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for application. your 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS1.wba WoodWorks® Sizer 2000c June 12, 2001 12:13:34 COMPANY [ PROJECT Future Home Technology 33 Ralph Street Port Jervis NY 12771 ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location [ Pattern I I I Start End I Start End I Load -----I--------I---------- 1 Live Full Area 50 (16.0)* No 2 Dead Full Area 6 (16.0)* No *Tributary Width (in) LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 pif SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I [ lbs] I (lbs -ft] I [lbs -ft] [ft] ------I-------I----------- 1 0 451 -451 0 0 1483 6.6 1 ! 1 53 -53 0 0 173 6.6 1 1 2 491 491 0 0 1615 6.6 VERTICAL REACTIONS ( -ve = uplift ) [lbs] 1 13.16 ft Load Comb. I ^ ---------- ------------------- 0 I 451 451 1 1 53 53 2 1 491 491 4, ❑ F 7HILLS1.wbg 1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2000c June 12, 2001 12:13r1e 7) . d jANY PROJECT WoodWorks°Home Technology h Street rvis NY 12771SOFTWARE FOR WOOD DESIGN jaolf sp 6v/ �'� o{, 2001 12:12:56 7HILLS2.wwb �p6 Cai'1/L/ �/Z Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' Dead 71 1735 Live 479 7 Total 550 Bearing: -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help), Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: ( stress=psi. and in I Load Type Distribution Magnitude Location [ftl Pattern 2 Analysis Value Desi2n Value Analsis/Desi.n Start End Start End Load? fv @d = 66 1 Live Partial Area 100 (16.0) 9.16 13.16 No Fb' = 1107 2 Dead Full Area 6 (16.0) 0.39 = L/402 No 0.89 3 *Trih„t-.-., Live rn4-1 Partial Area 14-1 50 (16.0) 0.00 9.16 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' Dead 71 1735 Live 479 7 Total 550 Bearing: -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help), Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: ( stress=psi. and in I ADDITIONAL DATA: Criterion FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Analysis Value Desi2n Value Analsis/Desi.n Custom duration factor for Dead load = 1.00 Shear fv @d = 66 Fv' = 70 fv/Fv' = 094 Shear : LC# 2 = D+L, V = 717, V@d = 610 lbs Bending(+) fb = 1096 Fb' = 1107 fb/Fb' = 0.99 (D=dead L=live S=snow W=wind I=impact C=construction) Live Defl'n 0.39 = L/402 0.44 = L/360 0.89 1. Please verify that the default deflection limits are appropriate for your application. Total Defl'n 0.47 = L/335 0.66 = L/240 0.72 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 425 1.00 1.00 E' = 1.4 million 1.00 1.00 Custom duration factor for Dead load = 1.00 2 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = D+L, M = 1953 lbs -ft Shear : LC# 2 = D+L, V = 717, V@d = 610 lbs Deflection: LC# 2 = D+L EI= 138.50e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. t ak WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS2.wba WoodWorks® Sizer 2000c June 12, 2001 12:12:56 COMPANY I PROJECT Future Home Technology 33 Ralph Street Port Jervis NY 12771 ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I - Shear@ I Bending@ I Span -Bending I Comb. ] start end I start end I mag. loc. I I [ lbs] I I [lbs -ft] I [lbs -ft] [ft] ------I-------I--------------------I-------------------- 1 1 0 451 -451 0 0 1483 6.6 1 1 1 53 -53 0 0 173 6.6 1 I 2 531 -717 0 0 1892 7.1 VERTICAL REACTIONS ( -ve = uplift ) [lbs] 1 13.16 ft Load Comb. I ^ ---------- ------------------- 0 I 451 451 1 I 53 53 2 I 531 717 »Self -weight automatically ------------------------------------------------ included<< Load I Type I Distribution I Magnitude I Location I Pattern I -----I--------I--------------I------------- I I Start End I Start End I Load 1 Live Partial Area 100 (16.0)* 9.16 13.16 No 2 Dead Full Area 6 (16.0)* No 3 Live Partial Area 50 (16.0)* 0.00 9.16 No *Tributary Width (in) LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I - Shear@ I Bending@ I Span -Bending I Comb. ] start end I start end I mag. loc. I I [ lbs] I I [lbs -ft] I [lbs -ft] [ft] ------I-------I--------------------I-------------------- 1 1 0 451 -451 0 0 1483 6.6 1 1 1 53 -53 0 0 173 6.6 1 I 2 531 -717 0 0 1892 7.1 VERTICAL REACTIONS ( -ve = uplift ) [lbs] 1 13.16 ft Load Comb. I ^ ---------- ------------------- 0 I 451 451 1 I 53 53 2 I 531 717 7HILLS2.wbg WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks®Sizer 2000c June 12.2001 ��•,�.« T33RaIph Y PROJECT WoodWorks®me Technology treet NY 12771 SOFTWARE FOR WOOD DESIGN 001 12:54:06 7HILLS4.wwb ------------------- Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in): Load Type Distribution itude Location (ftj Pattern 13'-1.4' Shear Dead 236 �StartEnd Start End Load? Bending(+) Live 1 Live Full UDL 236 No Total MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in): Ell 0. Design Value Anal sis/Desi n 13'-1.4' Shear Dead 236 V/Vr = 0.28 Bending(+) Live 2440 M/Mr = 0.52 236 Total 2676 0.44 = L/360 2440 Bearing: Total Defl'n 0.44 = L/359 2676 -Length 1.0 1.0 LVL n -ply, 2.OE, 285OFb, 1-1/2x9-1/4", 3-Plys Self Weight of 4.0 plf automatically included in loads; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: ( lbs, lbs -ft, or in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2850 1.00 1.00 1.00 1.000 1.04 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = L, M = 8262 lbs -ft Shear : LC# 2 = L, V = 2519, v@d = 2223 lbs Deflection: LC# 2 = L EI= 593.58e06 lb-int/ply Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Criterion Analysis Value Design Value Anal sis/Desi n Shear V @d = 2223 Vr = 7909 V/Vr = 0.28 Bending(+) M = 8262 Mr = 15850 M/Mr = 0.52 Live Defl'n 0.42 = L/376 0.44 = L/360 0.96 Total Defl'n 0.44 = L/359 0.66 = L/240 0.67 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2850 1.00 1.00 1.00 1.000 1.04 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = L, M = 8262 lbs -ft Shear : LC# 2 = L, V = 2519, v@d = 2223 lbs Deflection: LC# 2 = L EI= 593.58e06 lb-int/ply Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. �- Woodworks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS4.wba Woodworks® Sizer 2000c June 12, 2001 12:53:54 COMPANY I PROJECT Future Home Technology 33 Ralph Street Port Jervis NY 12771 ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location ( Pattern I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full UDL 372 No LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span_Bending I Comb. I start end I start end I mag. loc. I I [ lbs] I [lbs -ft) I [lbs -ft] [ft] - -I---------------------------I -- - 1 1 0 450 -450 0 0 1474 6.6 1 1 0 0 0 0 0 0.0 1 1 2 2440 -2440 0 0 8004 6.6 VERTICAL REACTIONS ( -ve = uplift ) [lbs) 1 13.12 ft Load Comb. I ^ ---------- ------------------- 0 I 450 450 1 I 0 0 2 1 2440 2440 El F - WoodWorks®Sizer SOFTWARE FOR WOOD DESIGN 7HILLS4.wbg WoodWorks® Sizer 2000c June 12. 200 1 COMPANY PROJECT w�ldWo rks° Future Home Technology 33 Ralph Street Port Jervis NY 12771 O0 SOFFWARf FOR WOOD DFS#G,-V 02 6- & n June 12, 2001 12:46:14 7HILLS3.wwb `jp4FJ %</ w�4--' /, VL- Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) ez5p/4t) i l.iuul_aiy widtn klrl) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 6'-10.5' Dead 37 Live 458 37 Total 495 458 Bearing: 495 -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full. Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in ) Load Type Distribution Magnitude Location tfti Pattern Shear fv @d = 42 Fv' = 70 fv/Fv' = 0.59 Start End Start End Load? ~ 1 2 +m Live Dead Full Area Full Area 100 (16.0) 6 (16.0) De Election: LCR 2 = D+L EI= 138.50e06 lb -int No No i l.iuul_aiy widtn klrl) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 6'-10.5' Dead 37 Live 458 37 Total 495 458 Bearing: 495 -Length 1.0 1.0 Lumber -soft, S -P -F, No.1/No.2, 2x10" Spaced at 16" c/c; Self Weight of 2.8 plf automatically included in loads; Lateral support: Top= full. Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in ) ADDITIONAL DATA: Criterion Analysis Value Design Value Analysis/Design Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Shear fv @d = 42 Fv' = 70 fv/Fv' = 0.59 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+) fb = 477 Fb' = 1107 fb/Fb' = 0.43 De Election: LCR 2 = D+L EI= 138.50e06 lb -int Live Defl'n 0.05 = <L/999 0.23 = L/360 0.21 (All LC's are listed in the Analysis output) DESIGN NOTES: Total Defl'n 0.05 = <L/999 0.34 = L/240 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 70 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 425 1.00 1.00 _ E. = 1.4 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LCR 2 = D+L, M = 851 lbs -ft Shear : LC# 2 = D+L, V = 495, v@d = 364 lbs De Election: LCR 2 = D+L EI= 138.50e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS3.wba Woodworks@ Sizer 2000c June 12, 2001 12:46:14 COMPANY I PROJECT Future Home Technology 33 Ralph Street Port Jervis NY 12771 ANALYSIS RESULTS --------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): ------------------------------------------------- SPAN I Load I Shear@ Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I [ lbs] I (lbs -ft) I [lbs -ft] [ft) --I-------I--------------------I--------------------I----------------- 1 1 0 236 -236 0 0 405 3.4 1 1 1 27 -27 0 0 47 3.4 1 1 2 485 -485 0 0 834 3.4 VERTICAL REACTIONS ( -ve = uplift ) [lbs) 1 6.88 ft ---- Load Comb. i ^ ---------- ------------------- 0 I 236 236 1 1 27 27 2 1 485 485 >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I -----I--------I--------------I----------------- I I Start End I Start End I Load 1 Live Full Area 100 (16.0)* No 2 Dead Full Area 6 (16.0)* No *Tributary Width (in) LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): ------------------------------------------------- SPAN I Load I Shear@ Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I [ lbs] I (lbs -ft) I [lbs -ft] [ft) --I-------I--------------------I--------------------I----------------- 1 1 0 236 -236 0 0 405 3.4 1 1 1 27 -27 0 0 47 3.4 1 1 2 485 -485 0 0 834 3.4 VERTICAL REACTIONS ( -ve = uplift ) [lbs) 1 6.88 ft ---- Load Comb. i ^ ---------- ------------------- 0 I 236 236 1 1 27 27 2 1 485 485 'i Woodworks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS3.wbg Woodworks® Sizer 2000c June 12, 2001 12:46-1A ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# 7b'+= 2850 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = L, M = 6871 lbs -ft Shear : LC# 2 = L, V = 3154, V@d = 2628 lbs Deflection: LC# 2 = L EI= 711.90e06 1b-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Criteri Criterion on COMPANY PROJECT WoodWorks° Future Home Technology 33 Ralph Street Port Jervis NY 12771 SOFMARE FOR WOOD DESIGN Design Value L d�7r June 12, 2001 13:25:42 7HILLS5.wwb oO� IAN Design Check Calculation Sheet Shear LOADS: ( lbs, psf, or ptf ) Vr = 6912 Load Type Distribution Magnitude Location (ftl Pattern Start End Start End Load? ~' 1I Live Full UDL 551 1 No Mr = 15179 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Live fl'n 0.28 = L/483 0, 0.74 11'-3" Dead 109 0.75 = L/180 0.38 Live 3099 109 Total 3209 3099 Bearing: 3209 Length 1.5 1.5 LVL n-ply, 2.OE, 285OFb, 1-1/2x11-1/4", 2-Plys Self Weight of 4.86 plf automatically included in loads; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS-1997: (lbs, lbs-ft, or in I ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# 7b'+= 2850 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = L, M = 6871 lbs -ft Shear : LC# 2 = L, V = 3154, V@d = 2628 lbs Deflection: LC# 2 = L EI= 711.90e06 1b-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Criteri Criterion on Analysis Value Design Value Anal sis/Desi n Shear V @d = 2628 Vr = 6912 V/Vr = 0.91 M = 8871 Mr = 15179 M/Mr = 0.58 Live fl'n 0.28 = L/483 0.38 = L/360 0.74 Total 0.29 = L/471 0.75 = L/180 0.38 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# 7b'+= 2850 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 2 Custom duration factor for Dead load = 1.00 Custom duration factor for Snow load = 1.00 Bending(+): LC# 2 = L, M = 6871 lbs -ft Shear : LC# 2 = L, V = 3154, V@d = 2628 lbs Deflection: LC# 2 = L EI= 711.90e06 1b-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 4 Woodworks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS5.wba WoodWorks® Sizer 2000c June 12, 2001 13:25:42 COMPANY [ PROJECT Future Home Technology i 33 Ralph Street [ Port Jervis NY 12771 I a ANALYSIS RESULTS ti --------------------------------------------- ___________________ LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< -------------------------------------------------------- Load I Type I Distribution I Magnitude I Location i Pattern i I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full UDL 551 No LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I [ lbs] I [lbs -ft] I [lbs -ft] [ft] ------I-------I------------------- 1 1 0 385, -385 0 0 1084 5.6 1 I 1 0 0 0 0 0 0.0 1 1 2 3099 -3099 0 0 8717 5.6 VERTICAL REACTIONS ( -ve = uplift ) [lbs] . I 11.25 ft Load Comb. I ^ ---------- ------------------- 0 I 385 385 1 I 0 0 2 1 3099 3099 ` S a4 WoodWorks®Sizer SOFTWARE FOR WOOD DESIGN 7HILLS5.wbg WoodWorks® Sizer 2000c June 12, 2001 13:25:42 S i T33 NY :7HILLS6.wwb ECT WoodWorks°ome Technology Street is NY 12771 SOFIWARF FOR WOOD DFSIOA' I'Allall f�ip�9� June 13, 2001 10:11:04 a z7�1- Y Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 01 Dead 64 8' Live 2511 69 Total 2575 2511 Bearing: 2575 Len th 1.0 ; ; 1.0 LVL n -ply, 2.OE, 285OFb, 1-1/2x9-1/4", 2-Plys Load combinations: ASCE 7-95 Self Weight of 4.0 pif automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: ( lbs, lbs -ft. or in ) Type Distribution Magnitude Location (ft) Pattern L[2 V @d = 2053 Start End Start End Load? [Criterion Live Full UDL 381 M/Mr = 0.48e Defl'n Snow Full UDL 456 No al Defl'n 0.15 = L/644 0.53 = L/180 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 01 Dead 64 8' Live 2511 69 Total 2575 2511 Bearing: 2575 Len th 1.0 ; ; 1.0 LVL n -ply, 2.OE, 285OFb, 1-1/2x9-1/4", 2-Plys Load combinations: ASCE 7-95 Self Weight of 4.0 pif automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: ( lbs, lbs -ft. or in ) ADDITIONAL DATA: FACTORS: F CD Cid Ct CL CF CV Cfu Cr LC# Fb'+= 2850 1.00 1.00 1.00 1.000 1.04 1.000 1.00 1.00 3 Fv' = 285 1.00 1.00 1.00 (CH = 1-000) 3 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 Custom duration factor for Dead load = 1.00 } Custom duration factor for Snow load = 1.00 Bending(+): LCR 3 = .75(L+S), M = 5086 lbs -ft Shear : LCn 3 = .75(L+S), V = 2543, V@d = 2053 lbs Deflection: LC4 3 = .75(L+S) EI= 395.72e06 lb-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design cniy. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Analysis Value Design Value Analysis/Design S:h:ear V @d = 2053 Vr = 5272 V/Vr = 0.39ding(+) [Criterion M = 5086 Mr = 10567 M/Mr = 0.48e Defl'n 0.15 = L/656 0.27 = L/360 0.55 al Defl'n 0.15 = L/644 0.53 = L/180 0.28 ADDITIONAL DATA: FACTORS: F CD Cid Ct CL CF CV Cfu Cr LC# Fb'+= 2850 1.00 1.00 1.00 1.000 1.04 1.000 1.00 1.00 3 Fv' = 285 1.00 1.00 1.00 (CH = 1-000) 3 Fcp'= 750 1.00 1.00 E' = 2.0 million 1.00 1.00 Custom duration factor for Dead load = 1.00 } Custom duration factor for Snow load = 1.00 Bending(+): LCR 3 = .75(L+S), M = 5086 lbs -ft Shear : LCn 3 = .75(L+S), V = 2543, V@d = 2053 lbs Deflection: LC4 3 = .75(L+S) EI= 395.72e06 lb-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design cniy. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 7HILLS6.wba WoodWorks® Sizer 2000c June 13, 2001 10:11:04 COMPANY I PROJECT Future Home Technology 33 Ralph Street ) Port Jervis NY 12771 ANALYSIS RESULTS ADS: (force=lbs, pressure=psf, udl=plf, location=ft) ------------->>Self_weight automatically included<< ------------------------------- ____________________ Load ) Type I Distribution ) Magnitude I Location I Pattern ) [ I Start End I Start End ) Load -----I----- ---I----- ---- -----I-------- ---------I----------------- 1 Live Full UDL 381 2 Snow Full UDLNo 956 No LOAD COMBINATIONS: ASCE 7-95 0: SW (self -weight) results shown here are based on 68.5 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: L 3: .75(L+S) 4: S (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS -AND BENDING (+ve bending = compression on top): PAN I I Load Comb. I Shear@-- I Bending@ I Span Bending I start end I start end I mag. loc. ---i--i-----I-------------------- I [ lbs)[lbs-ft1 I I (lbs-ft] (ft] 1 I o- 1 274 -274 0 0 548 4.0 i I 2 0 0 1524 -1529 0 0 0 0 0.0 1 1 3 2511 -2511 0 0 3048 9.0 1 1 4 1824 -1824 0 0 0 5022 4.0 698 9.0 VERTICAL REACTIONS ( -ve = uplift ) [lbs) _ I 8.00 ft Load Comb. ---------- I ^ 0 ------------------- I 274 274 1 I 0 0 2 1 1524 1524 3 1 2511 2511 4 1 1824 1824 " El 7HILLS6.wbg WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Woodworks® Sizer 2000c Jinn -0.13 . FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Seven Hills Office Bldg 1270 Salem Tpke. Andover Ma (#01-141) 6/26/01 Bsmt W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 3000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R:S MAXIMUM SPACING OF SPRINKLERS'" (ft) "8" MAXIMUM SPACING OF SPRINKLER'L'INES�(ft) 13 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .15 THIS SPRINKLER SYSTEM WILL`DELIVER,A DENSITY OF; :.15 gpm/sq. ft. FOR A DESIGN AREA OF 1200 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 199.14 gpm AT A PRESSURE OF 45.67 psi AT THE BASE OF THE,RISER!(REF.:PT. 1) �. PIPES USED FOR THIS SYSTEM -------------------- 111 DUCTILE IRON (350) 001 SCHEDULE 40' 002 SCHEDULE 10 4sIAft 0&1001]&kl2x `>!� a tfiE e PROTECTION v No 37 gS-ffee '�SSiUtia ❑&100❑&k10H.. FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven -Hills Office Bldg 1270 Salem Tpke. Andover Ma (#01-141) 6/26/01 Bsmt PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ J TEST AREA 3 [ J REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 51 5.60 -1.00 18.61 11.04 52 5.60 -1.00 18.45 10.85 53 5.60 -1.00 17.37 9.62 -5-47 4 5:60 -1.00 17.22 9.45 55 5.60 -1.00 16.51 8.69 56 5.60 -1.00 16.37 8.55 57 5.60 -1.00 15.99 8.16 58 5.60 -1.00 15.88 8.04 59 5.60 -1.00 15.76 7.92---- 60 5.60 -1.00 15.66 7.82 61 5.60 -1.00 15.71 7.87 62 5.60 -1.00 15.60' 7.76 THE SPRINKLER SYSTEM FLOW IS 199.14 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ) THE INSIDE HOSE [ ] RACK SPKLR'S. [ J YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.150 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR - -> AT REF. PT. 1 <--- STATIC PRESSURE 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 3000.00 gpm TOTAL SYSTEM FLOW 449.14 gpm AVAILABLE PRESSURE 102.48 psi AT 449.14 gpm OPERATING PRESSURE 45.67 psi AT 449.14 gpm PRESSURE REMAINING 56.81 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ) BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ❑&100❑&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office Bldg 1270 Salem Tpke. Andover Ma (#01-141) 6/26/01 Bsmt A MAX. VELOCITY OF 18.05 ft./sec. OCCURS BETWEEN REF. PT. 6 AND 10 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. PAGE 2 FITTING Equivalent Length per NFPA 131994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 199.14 150.00 35 57.03 140 111 6.400 0.001 -2.167 45.67 47.62 0.21 2 3 199.14 4.00 2 6.80 120 1 4.026 0.013 0.000 47.62 42.48 5.14 3 4 199.14 4.00 356 25.80 120 1 2.469 0.142 1.733 42.48 36.53 4.22 4 5 199.14 8.00 222 17.67 120 2 2.635 0.103 0.000 36.53 33.90 2.63 5 6 125.03 13.00 0 0.00 120 2 2.635 0.044 0.000 33.90 33.33 0.57 5 7 74.11 55.00 3222 17.60 120 2 1.682 0.147 0.000 33.90 23.21 10.69 7 9 74.11 45.00 22 6.44 120 2 1.682 0.147 0.000 23.21 15.63 7.58 6 10 125.03 37.00 3 7.94 120 2 1.682 0.388 0.000 33.33 15.90 17.44 10 9 25.07 13.00 0 '0.00 120 2 1.682 0.020 0.000 15.90 15.63 0.26 10 51 99.96 11.00 3 7.94 120 2 1.682 0.256 0.000 15.90 11.04 4.86 9 52 99.18 11.00 3 7.94 120 2 1.682 0.253 0.000 15.63 10.85 4.79 51 53 81.35 8.00 0 0.00 120 2 1.682 0.175 0.000 11.04 9.62 1.42 52 54 80.73 8.00 0 0.00 120 2 1.682 0.173 0.000 10.85 9.45 1.40 53 55 r„ 63.98 8.00 0 0.00 120 2 1.682 0.112 0.000 9.62 8.69 0.94 54 56 63.52 8.00 0 0.00 120 2 1.682 0.111 0.000 9.45 8.55 0.90 55 57 47.47 8.00 0 0.00 120 2 1.682 0.065 0.000 8.69 8.16 0.53 56 58 47.14 8.00 0 0.00 120 2 1.682 0.064 0.000 8.55 8.04 0.50 57 .59 31.48 8.00 0 0.00 120 2- 1.682 0.030 0.000 8.16 7.92 0.23 58 60 31.2.6 8.00 0 0.00 120 2 1.682 0.030 0.000 8.04 7.82 0.22 59 61 15.71 8.00 _.. 0 0.00 120 2 1.682 0.008 0.000 7.92 7.87 0.05 60 62 15.60 8.00 0 0.00 120 2 1.682 0.008 0.000 7.82 7.76 0.06 A MAX. VELOCITY OF 18.05 ft./sec. OCCURS BETWEEN REF. PT. 6 AND 10 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS 1. H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (#01-142) 6/26/01 1st F1 W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) - 3000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 15 MAXIMUM SPACING OF SPRINKLER LINES (ft) 13 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .1 THIS SPRINKLER SYSTEM'WILL DELIVER'A DENSITY OF .1 gpm/sq. ft. FOR A DESIGN AREA OF 1000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES*AT A FLOW OF 230.01 gpm AT A PRESSURE OF 77.03 psi AT THE,BASE OF THE RISER (REF. PT. 1) PIPES --USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 019 -COPPER TYPE 'M' ❑&100❑&kl2H ❑&100❑&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (#01-142) 6/26/01 1st F1 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY - THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5.60 8.00 26.70 22.73 102 5.60 8.00 22.28 15.82 103 - 5.60 8.00 19.74 12.43 104 5.60" 8.00 19.53 12.17 105 5.60 8.00 21.86 15.24 106 5.60 8.00 19.60 12.25 107 5.60 8.00 19.50 12.12 108 5.60 8.00 25.94 21.45 109 5.60 8.00 25.71 21.07 110 5.60 8.00 29.14 27.07 THE SPRINKLER SYSTEM FLOW IS 230.01 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.0.0 gpm THE.MINIMUM DENSITY P..ROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 3000.00 gpm TOTAL SYSTEM FLOW 330.01 gpm AVAILABLE PRESSURE 103.57 psi AT 330.01 qpm OPERATING PRESSURE 77.03 psi AT 330.01 gpm PRESSURE REMAINING 26.54 psi THE ABOVE RESULTS INCLUDE 5.00 p,si,FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE D&10QD&k10H FIRE PROTECTION:SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (##01-142) 6/26/01 1st F1 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45_ Elbow, -2=90_ Elbow, -3='T'/Cross,_4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO .FLOW PIPE FITS EQV (gpm)- (ft) (in) . H -W PIPE ===DIA. == -ERIC. ELEV.FROM ---=__ TO DIFF (ft) C TYPE (Psi) (Psi) (psi) (Psi) (psi) 1 2 230.01 150.00 35 57.03 140 111 6.400 0.001 -2.167 77,03 78.92 0.28 2 3 230..01 4.00' 2 6"80' 120 1 4.026 0.017 0.000 78,92 73.74 3 --4 230.01 4.00 356 25.80 120 1 2.469 0.185 1.733 73.74 66.49 5.18 4 5 230.01 8.00 222 17.67 120 2 2.635 0.135 0.000 66.49 63.03 35.51 .46 5 6 146.60 13.00 0 0.00 120 2 2.635 0.059 0.000 63.03 62.24 3 46 5 7 _ 83.41 55.00 3222 17.60 120 2 1.682 0.183 0.000 63.03 49.72 130.78 .31 7 - 8- 83.41 4.00 3 7.94 120 2 8 9 _ 1.682 0.183 0.000 49.72 47.53 83.41 41.00 22 6.44 120 2 1.682 0.183 0.000 47.53 38.83 2 19 9 13 80.78 2.00 3 7..94 120 2 1.682 0.173 0.000 38.83 37.13 8.70 13 14 80.78 22.00 0 0.00 120 2 1.682 0.173 0.000 37.13 33.33 1.71 14 15 51.64 15.00 0 0.00 120 2 1.682 0.075 0.000 33.33 32.14 3.80 6 10 146.60 37.00 3 7.94 120 2 1.682 0.521 0.000 62,24 38.83 23.42 10 9 -2.62 13.00 0 0.00 120 2 1.682 0.000 0.000 38.83 38.83 10 51 149.22 11.00 3 7.94 120 2 1.682 0.538 0.000 38.83 28.63 10.200 51 11 -122.52 11.00 3 7.94 120 11 16 60.97 8,00 2 1.682 0.374 0.000 28.63 21.56 7,07 16 12 39.10 10.00 0 0.00 120 0 `0.00 120 2 1.682 0.103 0.000 21.56 20.72 0.84 14 110 29.14 10.00 32 4.02 150 2 1.682 0.045 0.000 20.72 20.20 0.52 15 108 51.64 10.00 33 4.02 150 19 1.055 0.168 3.900 33.33 27.07 2.35 108 109 25.71 0.50 19 1.055 0.484 3.900 32.14 21.45 6,78 51 101 25.70 10.00 3 2.01 150 19 1.055 0.133 0.000 21.45 21.07 0.38 11 102'`"'22.28 12.00 322 6.03 150 2 4.02 150 19 1.055 0.143 3.900 28.63 22.73 2.00 11 103 39.28 12.00 323 6.03 150 19 1.055 0.102 3.900 21.56 15.82 1,84 103 104 19.53 0.50 19 1.055 0.291 3.900 21.56 12.43 5.23 4.02 150 12 7.06 39.10 16 105 21.86 12.00 32 2.01 150 19 1.055 0.080 0.000 12.43 12.17 0.26 19__ 1.055 0.098 3.900 20.72 15.24 1.58 10.00 32 4.02 150 19 106 107 19.50 0.50 1.055 0.289 3.900 20.20 12.25 4.05 _ 3 2.01 150 19 1.055 0.080 0.000 12.25 12.12 0.13 A MAX. VELOCITY OF 21.54 ft./sec. OCCURS BETWEEN REF. PT. 10 AND 51 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE PROTECTION SPRINKLER SYSTEM _. HYDRAULIC CALCULATIONS H Y D R A U L I C C A L C U L A T I O N S _. C 0 V E R S H E E T Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (#01-143) 6/26/01 1st F1 W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 3000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 _ S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 15 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .1 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. FOR A DESIGN AREA OF 1000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 120.20 gpm AT A PRESSURE OF 35.57 psi AT THE BASE OF THE RISER (REF. PT. 1) PIPES USED FOR THIS SYSTEM -------------------------------------- 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 019 COPPER TYPE 'M' ❑&l00E1&kl2H 0&1000&kioH FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (#01-143) 6/26/01 1st F1 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE SPRINKLER SYSTEM FLOW IS 120.20 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE THE MINIMUM DENSITY PROVIDED BY ft gpm psi 151 5.60 8-:00 16.93, 9.14 -152 5.60 8.00 15.81 7.97 1.53 5.60 8.00 15.18 7.35 154 5.60 8.00 15.00 7.17 155 5.60 8.00 19.73 12.41 156 5.60 8.00 18;90 11.39 157 5.60 8.00 18.66 11.10 THE SPRINKLER SYSTEM FLOW IS 120.20 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ J THE INSIDE HOSE [ ] RACK SPKLR'S. [ ) YARD HYDT. FLOW '' 1 IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq.. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC -PRESSURE 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 3000.00 gpm TOTAL SYSTEM FLOW 220.20 gpm AVAILABLE PRESSURE 104.33 psi AT 220.20 gpm OPERATING PRESSURE 35.57 psi AT 220.20 gpm PRESSURE -REMAINING 68.75 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 -FOR A [ J BACKFLOW PREVENTER [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 0&1000&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office Bldg 1270 SalemTpke. Andover Ma (#01-143) 6/26/01 1st F1 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T:. Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross; 4=Butterfly Valve, 5F --Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 120.20 150.00 35 57.03 140 111 6.400 0.000 -2.167 35.57 37.66 0.08 2 3 120.20 4.00 2 6.80 120 1 4.026 0.005 0.000 37.66 32.60 5.06 3 4 120.20 4.00 356 25.80 120 1 2.469 0.056 1.733 32.60 29.21 1.66 4 5 120.20 8.00 222 17.67 120 2 2.635 0.041 0.000 29.21 28.17 1.04 5 6 65.78 13.00 0 0.00 120 2 2.635 0.013 0.000 28.17 28.00 0.17 6 10 65.78 37.00 3 7.94 120 2 1.682 0.118 0.000 28.00 22.71 5.29 10 9 65.78 13.00 0 0.00 120 2 1.682 0.118 0.000 22.71 21.17 1.54 5 7 54.42 55.00 3222 17.60 120 2 1.682 0.083 0.000 28.17 22.13 6.04 7 8 54.42 4.00., 3 7.194: 120 2 1.682 0.083 0.000 22.13 21.14 0.99 8 9 -2.87 41.00 22 6.44 120 2 1.682 0.000 0.000 21.14 21.17 -0.03 9 13 62.92 2.00 3 7.94 120 2 1.682 0.109 0.000 21.17 20.09 1.08 13 150 62.92 10.00 32 5.02 150 19 1.291 0.261 3.900 20.09 12.27 3.92 150 151 62.92 9.00 3 3.01 150 19 1.291 0.261 0.000 12.27 9.14 3.13 151 152 45.99 8.00 0 0.00 150 19 1.291 0.146 0.000 9.14 7.97 1.17 152 153- 30.18 9.00 0 0.00 150 19., 1.291 0.067 0.000 7.97 7.35 0.62 153 154- 15.00 10.00 0 0.00 150 19 1.291 0.018 0.000 7.35 7.17 0.17 8 158 57.28 10.00 32 5.02 150 19 1.291 0.219 3.900 21.14 13.95 3.29 158 155_ 57.28 5.00 2 2.01 150 19 1.291 0.219 0.000 13.95 12.41 1.54 155 156 37.56 10.00 0 0.00 150 19 1.291 0.100 0.000 12.41 11.39 1.02 156 157 18.66 10.00 0 0.00 150 19 1.291 0.027 0.000 11.39 11.10 0.29 A MAX. VELOCITY OF 15.41 ft.'/sec. OCCURS BETWEEN REF. PT. 150 AND 151 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS HYDRAULI C CALCULATIONS C O V E R S H E E T Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-144) 6/26/01 2nd F1... W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 30001 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 15 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .1 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. FOR A DESIGN AREA OF 1950 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 299.36 gpm AT A PRESSURE OF 67.98 psi AT THE BASE OF THE RISER (REF. PT. 1) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 - ❑&100❑&kl2H _ 0&100❑&k1OH FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-144) 6/26/01 2nd F1... PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE -OPERATING IN: [ ] TEST AREA 1 [ J TEST AREA 2 [ ] TEST AREA 3 ( ] REMOTE AREA _ Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 204 5.60 20.00 20.74 13.71 205 5.60 20.00 20.58 13.50 206 5.60 20.00 18.43 10.83 207 5.60 20.00 16.57 8.76 208 5.60 20.00 16.38 8.56 209 5.60 20.00 15.20 7.37 210 5.60 20.00 14.99 7.17 211 5.60 20.00 15.00 7.17 212 5.60 20.00 i9.90 12.63 213 5.60 - 20.00 19.71 12.39 214 5.60 20.00 18.08 10.42 215 5.60 20.00 16.53 8.71 216 5.60 20.00 15.83 7.99 217 .._ 5.60 .. 20.00 15.30 7.47 218--- 5.60 20.00 15.31 7.47" 219 5.60 20.00 20.47 13.36 220 5.60 20.00 20.33 13.18 THE SPRINKLER SYSTEM FLOW IS 299.36 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 30.00.00 gpm TOTAL SYSTEM FLOW 399.36 gpm AVAILABLE PRESSURE 102.97 psi AT 399.36 gpm OPERATING PRESSURE -67.98 psi AT 399.36 gpm PRESSURE REMAINING 34.99 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ❑&100❑&k10H A MAX. -VELOCITY OF 20.05 ft./sec. OCCURS BETWEEN REF. PT. 81 AND 82 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma 001-144) 6/26/01 2nd F1... PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 299.36 150.00 35 57.03 140 111 6.400 0.002 -2.167 67.98 69.69 0.45 2 3 299.36 7.00 2 6.80 120 1 4.026 0.028 0.000 69.69 64.30 5.38 3 81 299.36 2.00 0 0.00 120 1 4.026 0.028 0.000 64.30 64.25 0.06 81 82 299.36 2.00- 35 11:80' 120 1 2.469 0.301 0.867 64.25 59.22 4.16 82 83 299.36 2.00 6 13.68 100 2 2.635 0.308 0.867 59.22 53.51 4.85 83 84 299.36 38.00 21 6.35 100 2 2.635 0.308 0.000 53.51 39.86 13.65 84 200 299.36 22.00 32 14.76 100 2 2.635 0.308 9.100 39.86 19.44 11.32 200 201 299.36 8.00 22 8.40 100 2 2.635 0.308 0.000 19.44 14.39 5.05 201 202.._ 161.46 9..00 0 0.00 100 2 2.635 0.098 0.000 14.39 13.52 0.87 202 203- 120.66 4.00 0 0.00 100 2 2.635 0.057 0.000 13.52 13.25 0.27 201 204 41.31 4.00 3 5.66 100 2 1.682 0.070 0.000 14.39 13.71 0.68 204 205 20.58 12.00 0 0.00 100 2 1.682 0.019 0.000 13.71 13.50 0.22 201 206 96.59 5.00 3 5.66 100 2 1.682 0.337 0.000 14.39 10.83 3.56 206 207 78.16 9.00 0 0.00 100 2 1.682 0.228 0.000 10.83 8.76 2.07 207 208 -..61.58 1.00 0 0.00 100 2 1.682 0.147 0.000 8.76 8.56 0.20 208 209 45.20 14.00 0 0.00 100 2 1.682 0.083 0.000 8.56 7.37 1.19 209 210 29.99 5.00 0 0.00 100 2 1.682 0.039 0.000 7.37 7.17 0.20 210 211 15.00 9.00 0 ,0.00 100 2 1.682 0.011 0.000 7.17 7.17 -0.01 202 219 20.47 3.00 3 5.66 100 2 1.682 0.019 0.000 13.52 13.36 0.17 202 220 20.33 13.00 3 5.66 100 2 1.682 0.019 0.000 13.52 13.18 0.35 220 221 0.00 15.00 0 0.00 100 2 1.682 0.000 0.000 13.18 13.18 0.00 203 212 39.61 4.00 3 5.66 100 2 1.682 0.065 0.000 13.25 12.63 0.63 212 213 19.71 12.00 0 0.00 100 2 1.682 0.018 0.000 12.63 12.39 0.24 203 214 '^" 81.05 6.00 3 5.66 100 2 1.682 0.244 0.000 13.25 10.42 2.83 214 215 62.97 11.00 0 0.00 100 2 1.682 0.153 0.000 10.42 8.71 1.71 215 216 46.44 8.00 0 0.00 100 2 1.682 0.087 0.000 8.71 7.99 0.72 216 217 30.61 13.00 0 0.00 100 2. 1.682 0.040 0.000 7.99 7.47 0.52 217 218 15.31 8.00 0 0.00 100 2 1.682 0.011 0.000 7.47 7.47 -0.01 A MAX. -VELOCITY OF 20.05 ft./sec. OCCURS BETWEEN REF. PT. 81 AND 82 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ......... WATFR SI IPPI Y)DFMAND GRAPH FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS H Y D R A U L I C C A L C U L A T I O N S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER ,, (psi) 19.93 THIS SYSTEM OPERATES AT A FLOW OF 179.90 gpm AT A PRESSURE OF 71.98 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM ---------------- 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 ❑&100❑&k12H C 0 V E R S H E E T Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-145) 6/26/01 Attic Rr. W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL -FLOW (gpm) 3000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER ,, (psi) 19.93 THIS SYSTEM OPERATES AT A FLOW OF 179.90 gpm AT A PRESSURE OF 71.98 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM ---------------- 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 ❑&100❑&k12H ❑&100❑&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-145) 6/26/01 Attic Rr. PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW _ THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT.-... K ELEV. FLOW PRESSURE ft gpm psi 321 5.60 17.00 27.20 23.59 322 5.60 17.00 26.36 22.16 323 5.60 17.00 25.77 21.17 324 5.60 --17.00 25.38 20.53 325 5.60 17.00 25.15 20.17 326 5.60 17.00 25.04 20.00 327 "" 5.60 17.00. 25.00 19.93 THE SPRINKLER SYSTEM FLOW IS 179.90 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ]- YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 3000.00 gpm TOTAL SYSTEM FLOW 279.90 gpm AVAILABLE PRESSURE 103.95 psi AT 279.90 gpm OPERATING PRESSURE 69.99 psi AT 279.90 gpm PRESSURE REMAINING 33.96 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ J DETECTOR CHECK VALVE [ ] OTHER DEVICE 0&1000&klOH FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-145) 6/26/01 Attic Rr. PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW . PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (Psi) (Psi) (psi) (psi) (Psi) 1 2 2 179.90 179.90 150.00' 7.00 35 57.'03' 1.40 111 6.400 0.001 -2.167 69.99 71.98 3 _3 81 179.90 2.00 2 0 6.80 0.00 120 120 1 4.026 0.011 0.000 71.98 66.83 0.18 5.15 81 82 179.90 2.00 35 11.80 120 1 1 4.026 0.011 0.000 66.83 66.81 0.02 82 83 179.90 2.00 6 13.68 100 2 2.469 0.117 0.867 66.81 64.32 1.62 83 84.._ 179.90 38..00 21 6.35 100 2 2.635 0.120 0.867 64.32 61.59 1.87 84 85. 179._90 .36.0.0 22 6.15 100 2 2.635 0.120 0.000 61.59 56.27 5.32 85 320 179.90 18.00 2 3.07 100 2 2.157 0.318 0.000 56.27 42.88 13.39 320 321 179.90 12.00 2 3.07 100 2 2.157 0.318 7.800 42.88 28.38 6.70 321 322 152.70 6.00 0 0.00 100 2 2.157 0.318 0.000 28.38 23.59 4.79 322 323 126.34 6.00 0 0.00 100 2.157 0.235 0.000 23.59 22.16 1.44 323 324 -.100.57 6.00 0 0.00 100 2 2 2.157 0.165 0.000 22.16 21.17 0.99 324 325 75.19 6.00 0 0.00 100 2 2.157 0.108 0.000 21.17 20.53 0.64 325 326 - 50.04 6.00 0 0.00 100 2 2.157 0.063 0.000 20.53 20.17 0.36 326 327 25.00 6.00 0 '0.00 100 2 2.157 0.030 0.000 20.17 20.00 0.17 2.157 0.008 0.000 20.00 19.93 0.07 A MAX. VELOCITY OF 15.79 ft./sec. OCCURS BETWEEN REF. PT. 85 AND 320 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. �f" FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS HYDRAULI C CALCULATIONS C 0 V E R S H E E T Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-146) 6/26/01AtticFront W A T E R S U P P L Y STATIC PRESSURE (psi) 105 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 3000 B O O S T E R P U M P S NUMBER OF'BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM_FLOW PER SPRINKLER (gpm) 25 MINIMUM PRESSURE PER SPRINKLER (psi) 19.89 THIS SYSTEM OPERATES AT A FLOW OF 176.76 gpm AT A PRESSURE OF 59.71 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 0&1000&kl2H 0&1000&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-146) 6/26/01AtticFront PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST .AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 301 5.60 26.00 25.86 21.32 302 5.60 26.00 25.52 20.77 303 5.60 26.00 25.28 20.37 304 5.60 26.00 25.11 20.11 305 5.60 26.00 25.02 19.95. 306 5.60 26.00 24.97 19.89 307 5.60 26:00 25.00, 19.93 THE SPRINKLER SYSTEM FLOW IS 176.76 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE- 105.00 psi RESIDUAL PRESSURE 20.00 psi AT 3000.00 gpm TOTAL SYSTEM FLOW 276.76 cpm AVAILABLE PRESSURE 103.97 psi AT 276.76 gpm OPERATING PRESSURE 57.71 psi AT 276.76 gpm PRESSURE REMAINING 46.26 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE 1 0&1000&k10H FIRE PROTECTION SPRINKLER SYSTEM HYDRAULIC CALCULATIONS Seven Hills Office B1dg.1270 Salem Tpke Andover Ma (#01-146) 6/26/OlAtticFront PAGE 2 FITTING""Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. .H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 176.76 150.00 35 57.03 1.40 ill 6.400 0.001 -2.167 57.71 59.71 0.17 2 3 176.76 7.00 2 6.80 120 1 4.026 0.011 0.000 59.71 54.56 5.14 3 81 176.76 2.00 0 0.00 120 1 4.026 0.011 0.000 54.56 54.54 0.02 81 82 176.76 2.00 35 11.80 120 1 2.469 0.114 0.867 54.54 52.11 1.57 82 83 176.76 2.00 6 13.68 100 2 2.635 0.116 0.867 52.11 49.42 1.82 83 84 176.76 38.00 21 6.35 100 2 2.635 0.116 0.000 49.42 44.31 5.11 84 200 176.76 22.00 32 14.76 100 2 2.635 0.116 9.100 44.31 30.94 4.27 200 299 176..76 15.00 22 8.40 100 2 2.635 0.116 0.000 30.94 28.23 2.72 299 300 176.76 6.00 3 10.56 100 2 2.635 0.116 2.600 28.23 23.71 1.92 300 301 176.76 10.00 3 10.56 100 2 2.635 0.116 0.000 23.71 21.32 2.39 301 302 150.91 6.00 0 0.00 100 2 2.635 0.087 0.000 21.32 20.77 0.55 302 303 -.125.38 6.00 0 0.00 100 2 2.635 0.061 0.000 20.77 20.37 0.39 303 304- 100.11 6.00 0 0.00 100 21. 2.635 0.040 0.000 20.37 20.11 0.26 304 305'=- 74.99 6.00 0 0.00 100 2 2.635 0.024 0.000 20.11 19.95 0.16 305 306 49.97 6.00 0 0.00 100 2 2.635 0.011 0.000 19.95 19.89 0.07 306 307 25.00 6.00 0 0.00 100 2 2.635 0.003 0.000 19.89 19.93 -0.04 A MAX. VELOCITY OF 11.84 ft./sec. OCCURS BETWEEN REF. PT. 81 AND 82 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ALAN E TAYLOR ASSOCIATES AETARCHTACS.COM a r c h i t e c is Post Office Box 610422 Tel. (781)-891-8500 Newton Highlands, MA 02461-0422 Fax (617) 332-4134 Mr. David L. Bilodeau David L. Bilodeau & Sons 25 Cedar Street Hopkinton, MA 01748 FIELD REPORT 11 December 2002 PROJECT: Seven Hills Foundation LOCATION: Route 114, North Andover, MA TIME: 10:15AM WEATHER: Overcast, 30+/- degrees F PRESENT AT SITE: David L. Bilodeau COPY TO: Michael McGuire, Mark and Phil Quill Building Inspector, J. F. Harington & Sons- North Andover Bldg Dept 3 personnel OBSERVATIONS: 1. The foundation was completed 10/15/02. There are no apparent settlement or stress cracks. Foundation is backfilled with asphaltic dampproofing applied below finish grade. Galvanized window wells are installed at all cellar windows. 2. The cellar floor is in place and covered with snow and ice. Condition of the slab can not be observed. The same applies for the stair tower slab on grade. 3. Pressure treated plate of double 2x6's is installed around all of the foundation perimeter. This observation did not measure to confirm compatibility of plan dimensions to receive the modular structure scheduled to arrive 1.2/15, 16, 17/02. 4. Sprinkler service with gate valve is in place at front wall of main block. 5. Perimeter foundation drains and risers are roughed -in. ACTIONS REQUIRED: 1. Snow and ice should be removed from concrete slabs in cellar and stair tower. RECEIVED DEC 3 0 2002 0208 Field Report 12/11/02 Page 1 of 2 BUILDING DEPT. 0208-8 0208-11 R 02208-2 NORTH H \ 0208-12 0208-1 Route 114 FIGURE 1 Figure diagram showing view points of photographs. 0208-7 4 0208-5 0208 Field Report 12/11/02 Page 2 of 2 .mss. 3ir 1 - za .�. X 3. uT 1 OID N gx � ar Y z- . 3ir 1 - za .�. X 3. uT 1 OID N N 06 N 0 A, SL , 7it ga-Aa C&. AN El 1pk AM lK ®R& .4L - 4: 0 -s _3 2N 464 .,f RL J --f Am- 52- Mk� AX, nt 7A In - a bag: jig A It Mc AN, co� t a a1 t-- 06 O a a1 t-- 06 v 0 L CSS i.. ^C �' 6� wy CQ W z w 00 00 N O O N O � O 8 N O w CC .+ y 6� O w .; w+ _O OD C .� :, RS a x z w e � _ N 00 O N O Location he� 1 18 3L,) 0 tuf.0 ve 1ripr° No. i Date (I a off' 1 a NORT1r TOWN OF NORTH ANDOVER Of"•O '•,�O i • OL 9 Certificate of Occupancy $ Building/Frame Permit Fee $ �p q S AG MUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ LOT 7 1-0 Check # Q � @, 16034 / Building Inspector NOTE- = 4 THIS PLAN IS NOT TO BE CONSIDERED AN AL TA/AGSM LAND TI TLE SURVEY, NOR IS IT TO BE USED FOR RETRACEMENT OF PROPERTY LINES. REFERENCES.• DEED BOOK 6104, PAGE 121 PLAN ENTITLED PLAN #7141 PLAN ENTITLED "PROPOSED SITE DEVELOPMENT (11 SHEETS) PREPARED FOR SEVEN HILL FOUNDATION BY MHF DESIGN CONSULTANTS, INC. DATED JULY 31, 2001. " s„ 9� 4n s� �rvti Igo o, tAA+V5In r, tA I( - R c;z, AL AL �9SSESSORS: •> MAP 107A, LOT 148 �.• ZON/AIG• =3: WLLAGE COMMERCIAL ZONE L o� ci ,� X00 4. CORNER CONCRETE 27.58' FOUNDATION AREA - _ - - 95,183± S.F. 2.1851 ± ACRES a 06 pq 91 ry9 34.28 9 82' 52.8' K o N TOP OF FOUNDATION ELEV.=174.11' (N.1G9.29j OF PUMP STATION 0 EASEMENT io �r 12' I. ROD FD) FLUSH SALEM TURNPIKE (ROUTE 114) (PUBLIC - 80' WIDE - 1946 STATE HIGHWAY LAYOUT) ,1 Z ,,'m Z� I CERTIFY TO THE NORTH ANDOVER BUILDING INSPECTOR THA T THE FOUNDA TION SHOWN PLOT PLAN HEREON IS LOCA TED ON THE GROUND AS OF LAND IN SHOWN AND THA T /T CONFORMS TO THE DIMENSIONAL REQUIREMENTS OF THE ZONING NORTH ANDOVER, MA BYLAW OF THE TOWN OF NORTH ANDOVER WITH REGARD TO SETBACKS A T THE TIME OF PREPARED FOR CONSTRUCTION. (3 2 0 . DA V/D L. HIL U d SONS, INC. �9� ��� C. 3� SCALE. • 1" = 50' OCTOBER 18, 2002 JALBERT No. 36118 . y f 0 25 50 100 200 USAHANCOCK SURVEY ASSOCIATES, INC. 235 NEWSURY STREET, DANVERS, MASSACHUSETTS 01923 VOICE 978-777-3050 FAX 978-774-7816 www.hancockassociates.com L IAND SURVEYOR CHECKED BY- S R.3 9318 1U/ C1c! 1tJC.1 - �. 11 -. •.- �� Commonwealth of Massachusetts Board of Budding Regulations and Standards Manufactured Buildings Program LABEL REQUEST FORM Ihic bection ror state Wise wilt Date Receive d� `Label Numbers Issued: 6l-( -816Y Fee Received ©.Q© I K9 '�1���`81 ..� i 5` '� /E5(2-BI8Sq Check Number Date Issued: v Z Issued I SI cp,r� This Section to be Completed by Manuracturer - rLnt»c, x auIN d vie • .l a. SECTIO N I -.MANUFACTURER INFORMATION BBRS\DPS I.D. x Manufa :turer Name f% MC Street --� City'/Sta :e/Zip �� — Manufa 'turer Telephone Number: l� –Q Fax Number: 1- _ �7.J� 0 Manufa._turer - Plant Inspzctur Third P arty Agency A n TPIA x ~Numbe. of Labels~ Totat Amount Attached $ S�• Manufa turer's Serial Manufacturer's Model LNumbe M I Designation L cense i Construction i Super' ;or i i Date ..... ... �.,,1..7 d L..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that +� % J �r�� has permission to perform..... l r } ���iT-e...................... r wiring in the building of�,1..:. ��-..... ? �� v ........................................................ k C at ... .I .�` . SCJ ...... �!. !.!:�. !..� . r...... U .............. orth Ande er, Fee...1�... .:��.... Lic. Nq.�I, K. ... .........j.�,.a................ .Y s/ ELECTRICAL PEGTO Check # �` /pips -- O/Ll Commonwealth of Massachusettso s y �� 77 Department of Fire Services Permit No. J' Occupancy and Fee Ch�cked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: ZLIO, 02 City or Town of: 12orfh Q idGVe r To the Inspe for of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described belory. ! /, `T'/� Location (Street & Number) /o-? 7 7br'n Pi kr. 57 : 410, 7i¢ L Owner or Tenant eoo (., r iii / o,4e-A i Telephone No. Owner's Address hl042lQ n- -0 >7 /'»4 '> So € - q35 -3-?,23 Is this permit in conjunction with a building permit? Yes ❑ No',0 (Check Appropriate Box) Purpose of Building Utility Authorization No. / O off, - / 9 3 Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service e0 Amps Ado l2 V o . Volts OverheadQ Undgrd ❑ Nm of Meters Number of Feeders and Ampacity W/rc Fo e -j er�'!� SG(-uI C s Location and Nature of Proposed Electrical Work: Comnletion of the follnwinQ tahle may he uwived by the Inqnprtnr of Wiree No. of Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fans r o Tota Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- ❑ rnd. d. o. o Emergency g Bage Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers p Heat mp Totals:Detection/Alertin Number Tons KW No. o - ontamed Devices Po. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW SecuritySystems: No. of Devices or Equivalent No. o Water KW Heaters o. o o. o Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Te ecommumca ons Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify) Estimated Value of Electrical Work: � G 0. 0. (Expiration Date) (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. 1 certify, under the pains and penalties of perjury, that the information on this application is true and complete FIRM NAME: Licensee: \IJ o h n e (If applicable, enter "exempt "in Address:_.? 5 _ 3/� CZ Signature LIC. NO.: LIC. NO.: E3a 3 6:Z Rmber line.) Bus. Tel. No._ h W-? � G /i0L Alt. Tel. No. ?l?! 690 66- Z/ am aware tbht the Licensed does not have the liability insurance coverage normally required by law. By my signature below, l hereby waive this requirement. 1 am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ • (� Signature Telephone No. Date ...... . .... .......... / ..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....... B.m.Jck.y ... ... �j .................... has permission to perform .......... �A .................. wiring in the building of ........ 5 � ................................. A ......... / Mass .... ............... r... ,,North Andover, ; Fee ... Vd..d� Lic. No.��IPP ......... /t -L -E i ICAL INSP CTOR Check # 4467 TBECOMMONWF.ALTHOFMASSACHUSE77S Office�U77 -7 DEPARTAIEVTOFPUNICS4MY Permit No. 7` BOARDOFFIREPREMVHONREGUI UONS527CMR12M Occupancy & Fees Checked APPLICATTONFOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dated / i o 0 Town of North Andover _ __._--- �� - _ '"- • , To the Inspector of Wires: The undersigned appi'ies for t to perform the electrical work described below. Location (�treet &,Number)I Z 170 s� (L;reJ t P Owner or enant r 1 � // Owner's Address �' /--( !l /`1 1),r Is this permit in conjunction with a building permit: Yes rM-No El (Check Appropriate Box) �Z Purpose of Building `I -r/ s 12 /� [ Cs Utility Authori1 Existing Service Z-100 Amps 0-0 /ZYO Volts Overhead Underground ©� No. of Meters New Service Amps / Volts Overhead Underground No. of Meters Number of Feeders and Ampacity F Location and Nature of Proposed Electrical Work Li 1 /2,& A ci t Ila /R. C /a N/� Xz-k (if C -4 No. cif Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above Below Generators KVA round 0 ground No. of Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained F Detection/Sounding Devices Local Municipal Other No. of Dryers Heating Devices KW Connections No. of Vpter Heaters KW No. of No. of Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP OTHER• Ins ==Covgage, Ibaveao u tLiablltlyIrl rmmPbbLyinchldingCamplee Cow$agecritsalbsUalegmyuent YES [_NO Ibavl;stabnmtedvandpmdofsmrtotbe011im YES j—lau lfyoul aNed edodYFS,plemmdumdletypeofoove ageby c11elgthebox ��JJ INSURANCEBOND OTHER (Pl m Specfy) oll=�ru rAWdUL)HIMe E1mated VahieofE6cWcal W6k $ h>spectionDaleRegtlestnd Rough Final C lioerisee U 1 n c ,� fi LaNJ� .S �% /� Sigoalm lkwseNo. /I a/ r7 .4- lio=No BusamTel.No. % r7g Arlrlir cc Alt Tel No. OWNER'SINSURANCEWAIVER;IamawarethattheL wdoesnothavetheinstizw=coverageoritsa1Axiialegtrivalentasw@AredbyMassaditiotsGaulLaws and thatmy signature on this permit application waives this regtmernent (Please check one) Owner F-1 Agent Telephone No. PERMIT FEE $ Signature ot Uwner or Agent The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City I Phone # I am a homeowner perforating all work myself. -� I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: ` Address City: Phone # Insurance. Co. Policv # Company name: Address City: Phone # Insurance Co. Policv # , i Failure to secure coverage as required under Section 25A or MGL 152 can lead to the impos= of criminal penaHies of,a fife up to $1,500.00 and/or one years' imprisonments well_as_civii_penattiesin.theixrm d-a-ST_oP VAM-ORDFRAnd_a.5ne-f-($Ijw-w)-aAw agsinstDlp i understated that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. l do hereby certify under the pains and penalties of perjury that the infonnad n provided above. As bus and correct. Signature Date Print name phone.# Official use only do not write in this area to be completed by city or town offic W City or Town Permit/Licensina Building Dept []Check d immediate response is required .0 Licensing Board E] Selectman's Office Contact person: Phone #. E] Health Department F-1 Other