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Miscellaneous - 100 PALOMINO DRIVE 4/30/2018
Location hD�/°?A �b0 i 0 fe tM I v )119. No. y2,3 Date ` /© ^ 63 TOWN OF NORTH ANDOVER Certificate of Occupancy $ ,:�' .,...- Building/Frame Permit Fee $ Foundation Permit Fee $ / O Other Permit Fee TOTAL $ SS Check #� 16294 M AA Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT WA% RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 77. BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner/Inspector of Buildings Date M M X z 0 I 0 z M 0 mn M Z! 0 SECTION 1- SITE INFORMATION 46 7-1 1.1 Property Address: 1.2 Assessors Map and Parcel Number. le) rinino ORI& ie (f C— Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Ifea /;K,iz e /- Zming District Proobsed Use Lot Area (d5 Frontage (f L) 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard RLeguired Provide Required I Provided Required I Provided ZS 1 do I 5el 1.7WU"NL(GJL-C.40. 54) I.S. Flood Zone Information:1.8 S Disposal System: 7P Disposal SSystem0 Public Outside Flood Zone � zatt 0 141ldlipal ou site SECTION 2 - PROPERTY OWNERSH[PIAUTHORIZED AGENT - 2.1 Owner of Record Aalnc es 0.-FA1eW&0jgA?1z,11-4C 16 ueh Rd, aLZZ„7 , Name (Print) Address for Servicl: Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Tele phone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Z�2Gilyid- - -,-/s 6 a Licensed Construction Supervisor: CS, 10 IVI'l- License Number c 2t-srer Addres' 42 Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name Registration Number Address Expiration Date -Signature Telephone L M M X z 0 I 0 z M 0 mn M Z! 0 SECTfON d - WORKERS COMPENSATION (MG.I.,. C 152 § 25c(6) Workars 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 Yrs ....... No ....... ❑ SECTION 5 Descri tion of Proposed Work check an a licabte ) New Construction ) Existing Building ❑ 1 Repair(s) ❑ Alterations(s) ❑ 1 Addition ❑ Accessory Bldg. I Demolition ❑ 1 Other Cl Specify Brief Description of Proposed Work: _FtNtS��� ase-wtn.v`f�C I r -ecYkw dI t3a�l�t I' I�co rNS A-1IKS- ,4 Fly nt i ootM ea N, rp'r r I CAIN �v S`e- 1 co Qee -\ 3 +t,,,S SSI( t4 �}ACI�Iod`� SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed by pennit applicant t;EFEIeL iT$�.()TI:Y • . ' 1. Building 7 (a) Multipllieding Permit Fee 4 (33,373' Electrical/ I W"'oe � (b) Estimated Total Cost of Construction 3 Pltunbing D Building Permit fee (a) s tt,) � a 96- -- 4 Mechanical (HVAC) � � Fire Protection 6 Total 0+2+3+4+5) Check Ntunber Jig:( 11U1N /a UW1NEK AU1110HUA110IV TO HE tJCiAWLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize to act on Ivry behalf in all matters relative to N ork authorized by this building permit application. Signature of O\uner' Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION Owner/Authorized Agent of subject property l lerebG declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name of 3 Date NO. OF STORIES SIZE BASEIvIENf OR SLAB �® fe SINE OF FLOOR TEiBERS iST 2 / Lp 3RD o?X SPAIN DIMENSIONS OF SILLS � DIMENSIONS OF POSTS yrs Dl1vII;N8)IONS OF GIRDERS -ell G ,4/Z' I11:IGlIT OF FOUNDATION THICKNESS /d SIZE 01 FOOTING X /Q e MATERIAL OF CIMVINEY � 1S BUILDING ON SOLID OR FILLED LAND IS 131111 -DING CONNECTED TO NATURAL GAS LINE: �� FORK[ - U - LOT RELEASE FORK[ INSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Hoards and DepqImnents having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. i s r++ r r r r a r r r r a r■ r a a r r■ r■ r■ r r■ a r• r r r r r .. • r ■rrr ■ r r a r r a• r a r a■ r■ a• r■ r r r a r■ a■ a r• PHONE 040,;z �xl�tS3� ASSESSORS :NtAl? NUMBER /!I e C LOT NUMBER. //6 SUBDIVISION I rz)<<NS7� d/,�E'L� e sry j rd:s . LOT NUMBER STREET. 4- (;//11 ki D L % STREET NUMBER /00 a a a r a a• r r a• a a. r a r .. a r a . a . a■■ ■ r r r r r O" r r r■ ...... r■ra■ r r a■•■■ r r a a• r r r r r a r a■ 0FFTCiAL USE ONLY a r a r r r. l+■ s r rrr ■ a r a r r r a r a■■ a r r r r a r r■■ .■ r r r.•■• r . r w r a r r r r• r r rrr r r r r r■ r r r r r a• RECOMMENDATIONS OF TOWN AGENTS ...............r•■•■■rarrr.rarrrarraaarrrrraaraaraaa■aa ■aaraaaW DATE APPROVED •3 'R CONSERVATION .-DIYL `QSTRAY) TOR DATE REJECTED II f 'dew Of DATE. APPROVED 9 � O NEMA _ I " ne rr o r- Mr -Mn 'Z DATE APPROVED I FOOD INSPECTOR- hTALTH DATE REJECTED DATE APPROVED SEPTIC NSPECTOR - HEALTH PUBLIC WORKS — SEWER / WA A DATE REJECTED IONS - - i✓ 4Z DATE APPROVED DATE REJECTED RECEIVED BY BUILDING INSPECTOR DATE 3 I 2 7 Pil MARCH T ONDA&ASSOC T "TES 781 438 9654 3X5 cr 7 g 154X3 152X5 \ 1=150.0 \ IN, - TF=155.0 flp \ BFB -146.3 *&V Immis 146 \ \ \ i44 \ \ \ 4tapAy �G \ 142 ,132 PULTE HOME CORPORA116N -R SERVES TN RIGHT TO MAKE FI GiANOES TO THIS{ PIAT PLAN IN ORDER TO ACHIEVE PROP60 SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE YATHOUT CONSULTATION VAIH THE BUYER IN ORDER To EXPEDITE IHE CONSTRUCTION OF THE HOME PROPOSED SITE PLAN LOT 12A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA 9NGINU:RING AND "NINO CONSULTANTS PREPARED FOR 02 MONTVAIE AVE SUITE I PULTE HOME CORP. OF NEIN ENGLAND STONEHAM, MA. 02160 267 TURNPIKE ROAD - SUITE 200 (617) 436-6121 SOUIHBORODUH, MASSA4HUSET7S 01772SCALE: 1"-20' DATE; 2/21/03 -=-- on-- A on the lot proposed to be released must be in place. The Town Planning Staffshall determine whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said f P g P lot. I `) The applicant must submit a lot release FORM J to the Planning Board for signature. I �) A Performance Security in an amount to be determined by the Planning Board, upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional approval. The bond must be in the form of a check made out to the Town of North Andover. This check will then be placed in an interest bearing escrow account held by the Town. Items covered by the Bond may include, but shall not be limited to: i) as -built drawings ii) sewers and utilities iii) roadway construction and maintenance iv) lot and site erosion control v) site screening and street trees . vi) drainage facilities vii) site restoration viii)final site cleanup fA Performance Security may be established for each phase individually. The Performance Securitymust also include the cost of constructing the Par g klet, Play Field, and Tot Lot referenced above in Condition 6(d), (e) (f) and (g). 7) Prior to a FORM U verification for an individual lot, the following informati n is required by the g Department: �n Ikf 0a) Planning Board will review the status of the Subdivision and vote to verify FORM U lications as appropriate and in conformance with this decision.. b) An as -built plan must be submitted to the Division of Public Works for review and approvz prior to acceptance of the sewer appurtenances for use. c) The house designs must be consistent with those presented to the Planning Board as shown in✓ a booklet titled Forest View Subdivision, North Andover, Massachusetts, " Another collection of finer homes by A. Mesiti Development" showing The Parker, The Joppa, The Merrimack, and The Woodbridge. d) Individual lighting on each lot at the end of the driveways must be provided as stated n the Environmental Impact Statement for Forest View Subdivision dated October 1997. C.1 -- e) I a sidewalk is to be constructed in front of the lot, then such sidewalk must be d graded and ,. taked at a minimum fl The applicant must submit a certified copy of the recorded FORM J referred to in Condition 6(i) above. g) A plot plan for the lot in question must be submitted, which includes all .of the following: i) location of the structure, ii) location of the driveways, iii) location of the septic systems if applicable, iv) location of all water and sewer lines, v) location of wetlands and any site improvements required under a NACC order of condition, vi) any grading called for on the lot, vii) all required zoning setbacks, viii)Location of any drainage, utility and other easements. h) All appropriate erosion control measures for the lot shall be in place. The Planning Board or Staff shall make final determination of appropriate measures. i) Lot numbers, visible from the roadways must be posted on all lots. 8) Prior to a Certificate of Occupancy being requested for an individual lot, the following shall be required: a) The landscaping and final grading for each lot must be as shown on the detailed Phasing Plan, dated February 3, 1998 and Typical. Landscape Plan, dated February 2, 1998 prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, Massachusetts. 01985. b) Sprinkler systems must be installed in all homes per NAFD requirements. c) The roadway must be constructed to at least binder coat ofpavement to properly access the lot in question. Prior to construction of the binder coat, the applicant shall ensure that all required inspection and testing of water; sewer, and drainage facilities has been completed. The applicant must submit to the Town Planner an interim as -built, certified by a professional engineer, verifying that allutilities have been installed in accordance with the plans and profile sheet. d). All necessary permits and approvals for the lot in question shall be obtained from the North Andover Board of Health, and Conservation Commission. 7 W% Growth Management Bylaw Exemption Statement T�Qwn of Nartfi'Andover Building Department Tail trarm ahail Ca uaad to assist the 8uiiding Department in their determination of exemptions under section 8.7.6 of the 'town af.Narth Andover Growth Management Bylaw, The building applicant shall pnvide .all of the necessary information as r�etlutRsaed hreiow. [ of Applicant on 8uiiding Permit (below) Addres$ of Rroper.y for.Permit (telaw) /!)D Atloin Inb,Jfr� V ivtap end Parcel : P rpose Of 'Plication (check below)__. _ .__.._._.. P o a N miner of Applicant }- ,'6 Sirigle Family Two Family I the ilttdersigned applicant for the above property attest that the attached building permit for which this fQCM is =4:ietad does compty with the E{S[WPTION 4action 8.7.6 of the North Andover Growth l+ttart g,ament Bylaw. i alae understand providing this form does not absolve me or any parry to this permit Itorn thea regi irements of obtaining other permits required prior to the issuance of the Suilding Permit. FuMer I understand that my interpretation ofthe EXEMPTION status is subject to review by the Building Cep-1=Ont and is only atYicaily adapted when the Building Permit i:a issued. gayxad an 4eic gn a.7,6 of the North Andover Growth Bylaw the above lot and the work as applied for on the abovet lak in the building permit application and associated attachments, complies with one or more of the fallevi ng sections as indicated by a Cheek mark This is an appiication for a building permit far the enlargement. m 4toradon, or reconstrucdon of a dwelling in exaarect4s as of Aha er7ecdve date of this by-law, provided that na additional residential unit is created. Tho tat(a) **,*was created priar to May 6, 19sd are "ampt from the provisions of this Section 9.7 of the Zoning �ylaa�r. •. � . This appNaatian is car aweUinq units far torr and/or moderate income families or Individuals, where all of the caiutitiarts .af 4.7.l a,'&M met andlor represents Owelling unite for senior residents, where occupancy of the units is rgairicad to =angio persona through a pmp*riy executed and recarded dead restriction running with the land. For Thperp of bus sedan'senice ahall mean pi Arsons aver the age of $6. is application is a part of a develgpmerit proj*a which voluntarily agreed to a minimum 40% permanent raduc"n in denarty, (buildable ats), below in* densely, (buildable lots), permitted undecxaning and feasible given the onvirarameaw candilana of the tract, with the arupius land equal to at;least ten buildable acres and permanently deaigna+red as aper space and/or famndtnd. The land tc be prgaerved shall be protected from development by an Ag6wAk tial Prmeorvatian fieatrictian, Conservation ftatri0jan, dedlaatlon to the Town, to other similar mechanism apprawad by ttta Ptartaing 8aaA that will atsure Its prratactlan. _ This apptioaWn represents a tract of land exiating and not held by a Oevelgper In common ownership with an aajacertt parrs! on the effetuve date of this Section 8.7 shall receive a one-time exempttan from the Planned Growth RwA and Oevalapmant Schedutla9 provialans far the purpose of construdrig one single family dwelling unit an the pa GQL This applleattan rrpraaenta a lot which is ready for building permits.(l.e, ate othar permits from all other boards and r ;rattail mag have been received and the praieat is in aamplianca with those permits), and the Oevelopment Sabadule does net ar weunadaw issuing a Wilding permit In that Year, ane building permit will be Issued per Year per pevatalun ru until such time as the (Development, Schaduire accammadataa Issuing building per mts. Applicant must supply alppraved form u with this EXVAPTION. plea" provide any ";III information that would assist the Building Department in making a determination that yrzW application Is allowed ane or more of the above EXEMPTIONS. a r signing bzlaw I aaes[ to the accuracy of the information provided and that the attached building permit aiiQw,apd an EXEMPTION ascii '*a above. Further I understand that the submittal of misleading and or inaccur:re Int ion. or the chet:Mng off of an above It which does not comply, whether done to my l�.�tedg not. A grounds forliefusat by the E uildin. apartment to issue a Building Permit. 2 muure or Cwncr or Aw(ndnZ:fQ,-1gan(v#ha sj§ntO the ttacheduilain� Oa[e �— l–ilis form mus, ba a=chad to the Building Permit upon applieadan for such permit. x ✓C71ite toa�rtrirWrttu�ca� a�-'1��2dN.u.�utJ�l BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 Expires: 03/02/2004 Tr. no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Administrator 11 C BUILDING DEPARTMENT DEBRIS DISPOSAL FORM In -accordance with the provW—cas of MGL c 40 S 54, a condition of Building Permit Number Is that the debris resulting form this work shall be disposed of in a properly licensed solid waste disposal facility as def ncd by MGL c 11, S 150A The debris will be disposed of in: Signature of Permit Applicant Dau NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector I& P-azirna r(tsizi L�� - w'uup Fa::::�7t3-SSr.316Q Jun 13 2000 12:54 P.19 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Pfint L non: _?_.__ �_.Phone I` stn hom4or+ner performing all work myself. [`It :gym a sole proprietor and have no one working in any capacity V-1 I am an employer providing workers' comoensation [army employees working on this iob. LiitY J���7"f �.Coctr�f� well 0 / 2 ?1;L Phone-#• x-09--at--600 Z Lj � ITI - nj name: .i.. _.._.,_..._ Phone #' ca !nz5uiance Co.Poi # _ Failure to secure carerage as required under SeNan 25A or MGL 732 can 19W to (Ae impasition of criminal -penalties of a tins up to 311500.co anat'or ons pars' imprisctmant "well as civil penalties in the form of a STOP WORK ORDER and a fine cf (5100.00) a day agalrwt m.►- I w-1a&-stzw4 Gnat a copy of this stawnent n141y be (Orw wed to the GMca d tnvestigaegas of the ALA for coverage vn Mc2Uon. i oa the my c wtefy urYwdr ins pains anu peaaaiev of parjury /het the ,inlc a-wi an ptovk*d ahave is Eve and ccxrwt. Signsture Date Print nacna Phone # J$iwl use oniy do not wnie in this area to be completed by city or town official' a Building Dept ❑C:+�4c7: v immeuii�t�;Cs�,�a isrcquirL•Q Building Qept p Licensing Board p Selectrrfan's Office C] Health Department . Other. 10RX+1'a/d1S COMAE'VS nON Sent By: PULTE HOME CORP; 1 401 738 6457; Aug -6-01 4:52PM; Page 1/1 C E RT I F I CAT E OF INSURANCE ISSUE DATE: 8/6101 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND ,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Putts Home Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hallen Road, Suite 211 COMPANY A Pacific Employers Insurance Company Warwick, RI 02886 COMPANY a Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company THIS IS TO CERTIFY THAT 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MORTGAGEE: SPECIAL FORM (INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBL.F PER OCCURRENCE OTHER I I I i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHiCLESISPECIA MS Residential construction, North Andover, MA iFIC CANCELI N Town of North Andover SHOULD ANY OF THE ABOVE DESCMBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF. WE WILL ENDEAVOR North Andover, MA 01845 TO MAIL tip DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. IZED REPRE ^ EPRESENTATIVE /� TYPE OF INSURANCE _ _ POLICY NUMBER _ DATE DATE i _ _ LIMITS _ GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511101 511/02 PRODUCTS-COMPIOP AGG, $15,000,000 ON AN OCCURRENCE BASIS _ ! , PERSONAL&ADV. INJURY $15,000,000 I EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: ARE DAMAGE (Any one (ire) $1,000,000 I MED. EXPENSE (Any one person) $5,000 AUTOMOBILE COLLISION DEDUCTIBLE I I COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: i COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 I 5/1101 1 511/02 I (Owned, Hired 8 Norrowned) ADDITIONAL. -INSURED: EXCESS LIABILITY EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION and WLR C4 3081748 511101 5/1/02 STATUTORY LIMITS EMPLOYERS' LIABILITY .............»...................................._.................... EACHACCIDENT .................... $1,000,000 MA. NV' SCF C4 3081815 ! 511101 j 5/1/02 I DISEASE -POLICY LIMIT $1,000,000 I I l Y DISEASE -EACH EMPLOYEE $1.000,000 PROPERTY ! REAL AND PERSONAL PROPERTY, INCLUDING WHILE LOSS PAYEE: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: SPECIAL FORM (INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBL.F PER OCCURRENCE OTHER I I I i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHiCLESISPECIA MS Residential construction, North Andover, MA iFIC CANCELI N Town of North Andover SHOULD ANY OF THE ABOVE DESCMBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF. WE WILL ENDEAVOR North Andover, MA 01845 TO MAIL tip DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. IZED REPRE ^ EPRESENTATIVE /� Forest View Estates Drawing Date:05/21/02 HYDRAULIC DESIGN INFORMATION SHEET 3/13/03 14:51 Job Name: Forest View Estates Location: Lot #12 - 100 Palomino Drive N. Andover, MA Drawing Date: 05/21/02 Remote Area Number: 3 Contractor: Superior Plumbing, Inc Telephone:(781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard:13R System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V2720 Area per Sprinkler 200 sq ft1 Orifice:1/2 K -Factor: 4.20 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 56.6 @ Source WATER SUPPLY Water Flow Test I Pump Data 1 Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity .0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" i Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Two Head Calculation 1. forest .View Estates Drawing Date:05/21/02 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 3 1 11-�" x 1'4" CPVC Reducer 2' 120 1.610 1 111" Thrd 90 Ell CI 4' 120 1.610 1 Pipe 111,1" 40x25 CSC 5' 120 1.610 1 11-1" Thrd 90 Ell CI 4' 120 1.610 Elevation Change 810" 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1.610 1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1.610 1 11--1" Thrd Globe Valve CSC "F15" 0' 0 1.610 1 11-�" Thrd 90 Ell CI 4' 120 1.610 Fixed Flow Flow Loss 3/13/03 14:51 FLOW LOSS gpm psi TOTALS 46 51.2 psi 46 0.2 46 0.4 46 0.4 46 0.4 3.5 46 0.0 46 0.0 46 0.0 46 0.4 100 gpm 1 Pipe 11-�" PVx15 CSC 0' 150 1.602 146 0.0 Hydr Ref R1 Required at Source 146 56.6 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 43.1 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 56.6 psi This is a safety margin of 43.1 psi or 43 % of Supply Maximum Water Velocity is 9.7 fps Forest View Estates Drawing Date:05121102 LEGEND 3/13/03 14:51 HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. Turn 90 Ell NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths t � forest View Estates Drawing Date:05/21/02 3/13/03 14:51 REMOTE AREA #3 1" 1 0 9'4" PAGE 1 FLOW 0.12 gpm/sq ft # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD 2114" 813" 3.6 30.0 30.0 REF Al 114" 0 HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV 0 ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23.0 1" 1 0 9'4" 7.7 fps 30.0 30.0 30.0 0.12 gpm/sq ft 1.109" 2 0 1210" 0.129 2.7 0.0 0.0 K= 4.20 23.0 120 PV 0 2114" 813" 3.6 30.0 30.0 REF Al 114" 0 0 1'1" 4.8 fps 36.3 1.400" 0 0 0" 0.027 0.0 23.0 150 PV 0 1'1" 0" 0.0 REF A2 114" 0 0 10'11" 4.8 fps 36.4 1.400" 0 0 0" 0.027 0.3 23.0 150 PV 0 10'11" 0" 0.0 REF A3 23.3 1:44" 0 0 115" 9.7 fps 36.7 36.7 PATH 2 1.400" 0 0 0" 0.100 0.1 0.0 K= 3.84 46.3 150 PV 0 115" 0" 0.0 36.7 REF A4 1:44" 3 0 6819" 9.7 fps 36.8 1.400" 3 0 2710" 0.100 9.5 46.3 150 PV 0 9519" 1113" 4.9 REF W 46.3 gpm PATH 1 K= 6.46 51.2 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 23.3 1" 2 0 914" 7.8 fps 30.7 30.7 30.7 0.12 gpm/sq ft 1.109" 1 0 910" 0.131 2.4 0.0 0.0 K= 4.20 23.3 120 PV 0 18'4" 813" 3.6 30.7 30.7 REF A3 23.3 gpm PATH 2 K= 3.84 36.7 psi N r+ V. 3 O � oar m Y LL 3L0 0 R o stn~co daa vOm Moo 3 0 Q O co :3 =�0 _ E.- (n aN arna CO c0 � L "t N h moa a (n CO O d O (0 E <n 'N a aarn O O O O r N Lo L c t= � J O CL N O 7 ate) M (SII N p m 3r.U)Xo (D O O _C NE 20 ca y a Q M LLlo2 ca 30 L N e- > O N — co O N _ Q E O n LL -i Ar Q CL 7 (255 4 N O cOo co tfi0 N O O 0 E E CL O II c 3 co O LL O O co O uj N O LO r oc Forest View Estates Drawing Date:05/21/02 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #12 - 100 Palomino Drive N. Andover, MA Drawing Date: 05/21/02 Contractor: Superior Plumbing, Inc 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard:13R 3/13/03 14:49 Remote Area Number: 2 Telephone:(781) 461-1541 Occupancy:Residential System Type:WET Area of Sprinkler Operation sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V2720 Area per Sprinkler 200 sq ftj Orifice:1/2 K -Factor: 4.20 Hose Allowance Inside 0 gpm Temperature Rating:155 Hose Allowance Outside 0 gpm CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 123.0 psi Required: 48.2 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test Rated Capacity 0 gpm Capacity 0 gal Static Pressure 100.0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 78.0 psi Elevation 0 At a Flow of 1540 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Single Head Calculation OF 1':FGIS1�I I '�A,, CONAL Forest View Estates Drawing Date:05/21/02 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 2 1 11-�" x 114" CPVC Reducer 2' 120 1.610 1 11-�" Thrd 90 Ell CI 4' 120 1.610 1 Pipe lli" 40x25 CSC 5' 120 1.610 1 11W" Thrd 90 Ell CI 4' 120 1.610 Elevation Change 810" 1 1 Thrd Globe Valve CSC "F15" 0' 0 1.610 1 1',�" Fingd Back Flow Valve Watts "70 0' 0 1.610 1 114" Thrd Globe Valve CSC "F15" 0' 0 1.610 1 114" Thrd 90 Ell CI 4' 120 1.610 Fixed Flow Flow Loss 3/13 FLC gpm 23 23 0.1 23 0.1 23 0.1 23 0.1 3.5 23 0.0 23 0.0 23 0.0 23 0.1 100 gpm psi TOTALS 44.2 psi 1 Pipe 11W" PVx15 CSC 0' 150 1.602 123 0.0 Hydr Ref R1 Required at Source 123 48.2 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 51.6 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 48.2 psi This is a safety margin of 51.6 psi or 52 % of Supply Maximum Water Velocity is 7.7 fps 0 Forest View Estates Drawing Date:05121102 3/13/03 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. 14: 49 Turn 90 Ell NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths I or Forest View Estates Drawing Date:05121102 3/13/03 14:49 REMOTE AREA ##2 1" 1 0 9'4" 7.7 fps PAGE 1 FLOW 1.109" # OF LENGTH 1210" PRESSURE BRANCH LINE (GPM) PIPE FITS FEET 21'4" SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23.0 1" 1 0 9'4" 7.7 fps 30.0 30.0 30.0 0.12 gpm/sq ft 1.109" 2 0 1210" 0.129 2.7 0.0 0.0 K= 4.20 23.0 120 PV 0 21'4" 8'3" 3.6 30.0 30.0 REF Al 144" 0 0 1'1" 4.8 fps 36.3 1.400" 0 0 0" 0.027 0.0 23.0 150 PV 0 1'1" 0" 0.0 REF A2 1;'4" 0 0 10'11" 4.8 fps 36.4 1.400" 0 0 0" 0.027 0.3 23.0 150 PV 0 10'11" 0" 0.0 REF A3 1''4" 0 0 115" 4.8 fps 36.7 1.400" 0 0 0" 0.027 0.0 23.0 150 PV 0 115" 0" 0.0 REF A4 1;44" 3 0 6819" 4.8 fps 36.7 1.400" 3 0 2710" 0.027 2.6 23.0 150 PV 0 95'9" 11'3" 4.9 REF W 23.0 gpm PATH 1 K= 3.46 44.2 psi A 1 . Va CL 0) 0) O O 3 0 Q NN .0 40 O U) O 3:.E 0 _ E.- U) CL U) a0)a N M (D N ' t " Lo N co V) L o. a0U0 �a� n _E 0 '(n a aarn O O O O � T 7 N O N a CL Co 0 aoa� CU 3�WU-0 O O Lo O Lo 14, O O 'I M O � M 3 0 0 0 M t� D n r LL t TO co co N acn— O O Lo O Lo 14, O O 'I M O � M 3 0 0 0 M t� D n r LL .'I Forest View Estates Drawing Date:05/21/02 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #12 - 100 Palomino Drive N. Andover, MA Drawing Date: 05/21/02 Contractor: Superior Plumbing, Inc 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Reviewing Authorities:Fire Department SYSTEM DESIGN 3/13/03 14:47 Remote Area Number: 1 Telephone:(781) 461-1541 Occupancy:Residential Code:NFPA Hazard:13R System Type:WET Pump Data I Tank or Reservoir Date of Test Area of Sprinkler Operation Capacity 0 gpm I sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make:VIC Model:V3610 Area per Sprinkler 190 sq ftl Orifice:1/2 K -Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:135 Hose Allowance Outside 0 gpm I 0" I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.6 psi Required: 61.0 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Garage Calculation N OF V-2 JONAt Forest View Estates Drawing Date:05121102 3/13/03 14:47 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 62 54.3 psi 1 11W" x 11-4" CPVC Reducer 2' 120 1.610 62 0.4 1 111-l" Thrd 90 Ell CI 4' 120 1.610 62 0.7 1 Pipe 1V" 40x25 CSC 5' 120 1.610 62 0.6 1 11,�" Thrd 90 Ell CI 4' 120 1.610 62 0.7 Elevation Change 810" 3.5 1 1'-�" Thrd Globe Valve CSC "F15" 0' 0 1.610 62 0.0 1 11,�" Fingd Back Flow Valve Watts "70 0' 0 1.610 62 0.0 1 11,1" Thrd Globe Valve CSC "F15" 0' 0 1.610 62 0.0 1 1;-�" Thrd 90 Ell CI 4' 120 1.610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;-�" PVx15 CSC 0' 150 1.602 162 0.0 Hydr Ref R1 Required at Source 162 61.0 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 162 qpm 99.7 psi SAFETY PRESSURE 38.7 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 61.0 psi This is a safety margin of 38.7 psi or 39 % of Supply Maximum Water Velocity is 13.0 fps Forest View Estates Drawing Date:05121102 3/13/03 14:47 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Turn 90 Ell - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:05/21/02 3/13/03 14:47 REMOTE AREA #1 1" 0 0 417" 10.4 fps 30.5 30.5 30.5 PAGE 1 FLOW 1 # OF LENGTH 0.222 PRESSURE BRANCH LINE (GPM) PIPE FITS FEET 0" SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV 0 ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 0.0 HEAD 1 30.7 1" 0 0 4'7" 10.3 fps 30.0 30.0 30.0 0.16 gpm/sq ft 1.109" 1 0 510" 0.219 2.1 0.0 0.0 K= 5.60 30.7 120 PV 0 917" 0" 0.0 30.0 30.0 REF A4 30.9 1''4" 3 0 6819" 13.0 fps 33.2 33.2 PATH 2 1.400" 3 0 2710" 0.169 16.2 1.1 K= 5.37 61.6 150 PV 0 9519" 1113" 4.9 32.1 REF W 61.6 gpm PATH 1 K= 8.36 54.3 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO A4 HEAD 2 30.9 1" 0 0 417" 10.4 fps 30.5 30.5 30.5 0.16 gpm/sq ft 1.109" 1 0 510" 0.222 2.1 0.0 0.0 K= 5.60 30.9 120 PV 0 917" 0" 0.0 30.5 30.5 REF A2 1-4" 0 0 10'11" 6.5 fps 32.6 1.400" 0 0 0" 0.047 0.5 30.9 150 PV 0 10'11" 0" 0.0 REF A3 111" 0 0 1'5" 6.5 fps 33.1 1.400" 0 0 0" 0.047 0.1 30.9 150 PV 0 115" 0" 0.0 REF A4 30.9 gpm PATH 2 K= 5.37 33.2 psi ,tom ' N A O 00 O N A O O O O O O Z.000 � 3D CDS m°-� O N O (D -� (D (D -1 O 0) Kom �D� vv o 0CD 3co O v N (D O O � -n ;CDU 7 N � (D � r► O C -s n N W 1 c C 1 Ul CD �00 () O O O W N. (n. 0 3 O C N O <D O w N C T O (D Q O C CD N C _ c O M 3 4No ., -oca-0 L - (n o o C CD 0o m�D 0 Oo3 n 33 cn 0 �-�Cnv ..0�� A.n�� �(D D� cry 'o v ,O CL c o (% 0 Sent By: PULTE HOME CORP; 1 401 739 6457; Feb -28-03 17:13; Page 2 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC RES checkSoftware Version 3.5 Release la Data filename: F:!files\CST1SHARE1MecChecklMode IEnergyCode`,,MASCHECK\Lot 12fv.rck TITLE: Lot # 12 Wellington Elevation # 2 CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family DA'Z'E: 02.%28/03 PROJECT 1NFORNIATION: Forest View, North Andover, Yta. C01VIPANY INFORMATION: Pulte Homes of New England LLC NOTES: Customer purchased elevation # 2, a Florida Rm. , R-15 wall insulation, 2 walkout bays, 4 additional windows COMPLIANCE: Passes tvl.aximum UA = 615 Your 1-lome UA = 579 5.9% Better "than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R. -Value R. -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 24 38.0 0.0 1 Ceiling 2: Flat Ceiling or Scissor Truss 1216 38.0 0.0 36 Ceiling 3: Flat Ceiling or Scissor Truss 660 38.0 0.0 20 Ceiling 4: Cathedral Ceiling (no a(tic) 280 38.0 0.0 8 Wall 1: `ti'+%ood Frame, 16" o.c_ 576 15.0 0.0 44 Wall 2: Wood Frame, 16" o.c. 396 15.0 0.0 30 %Vall 3: Wood Frame, 16" ox. 621 15.0 0.0 48 Wall 4: Wood Frame, 16" o.c. 621 15.0 0.0 48 Nall 5: Wood Frame, 16" o.c. 120 15.0 0.0 9 Wall 6: Wood Framc. 16" o.c. 120 15.0 0.0 9 Wall 7: Wood Frame, 16" o.c. 1080 15.0 0.0 31 Window: 28310: Vinyl Frame, Double Pane with Low -E 11 0.340 4 Window: 2852: Vinvl Frame, Double Pane with Low -E 116 0.340 39 Window: 1852-2852-1852: Vinyl Frame, Double Pane with Low -E 33 0.340 11 Window: 2046-2: Vinyl Frame., Double Pane with Low -1' 19 0.340 6 \ indow: 6-0x6-8 slider: Sent By: PULTE HOME CORP; 1 401 739 6457; Feb -28-03 17:14; Page 3 '9 Vinyl Frame, Double Pane with Low -E Window: 2852-2: Vinyl Frame, Double Pane with Low -E Window: 2862: Vinyl Frame, Double Pane with. Low -E Window: 1852: Vinyl Frame, Double Pane with Low -E Window: 31052 picture: Vinyl Frame, Double Pane with Low -E 2-8x6-8 service door: Solid Door: 3-0x6-8 W/2 sidelights: Solid Floor 1: All -Wood Joist/Truss, Over Unconditioned Space Floor 2: All -Wood Joist/Truss, Over Unconditioned Space Floor 3: All -Wood Joist/Truss, Over Unconditioned Space Floor 4: All -Wood Joist/Truss, Over Unconditioned Space Floor 5: All -Wood Joist/Truss, Over Unconditioned Space Furnace 1: Forced Hot Air, 81 AFUE 39 0.300 12 256 0.340 87 69 0.340 23 39 0.340 13 41 0.340 l4 18 0.180 3 33 0.280 9 24 30.0 0.0 1 1216 30.0 0.0 40 429 30.0 0.0 14 242 19.0 0.0 11 240 30.0 0.0 8 CONIPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications. and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES checkVersion 3.5 Release 1 a (formerly MECcheck) and to comply with the mandatory requirements listed in the RES check Inspection Checklist. Builder/Designer Date— N N N N N N N -; -� (D N V OJ cn A W N O CJl A W N� O O (b V (A U7 A W N --� O n T T T w N N N CCD 0C)0 CL m m m D C) Q:) ca ca m U> Co CO 3 3 N / n C C C Cn (Jl N (n N Vl A N Ob N a O O O O X r m O O N N IQ t N (A _N N O O A O O O O v O O O O N N FV 0 w N to m m S CCPD O (D O a a a o X0088 m m m a w w 3 n w w w t � d N N n 0 m Q O m t abed `•Vl:Ll £0-gZ-gad !Z9V9 6£L IOb l °dHOO 3HOH 3ilnd :A9 ;uaS ap 9 abed `Vl:ZL EO-gZ-qad °L9t9 6EL IOV L !dH00 MOH 31lnd :A9 �uaS N p O m V{{ m U7 AC w NCC -+ CD Ln A W N O CO OJ V m Ut A W N i C 0 0 D S 0 S S O O a a a a a a -n -1 m "rl m m m 3 3 3 3 3 3 3 a o m m m m m m m rn rn m rn rn m rn Q 0000000'< CD r c700�cnOO � x _m Oo Q O 07 Oo N N O 0 0 0 0 0 0 0^ 1 C7 O N O O NN1 -+ m m W Co of -1 D O U) m (D 0 0 0 0 0 0 0 0 0 0 0 0 O 0 N O O tfl O O � 3 3 n O 3 3 m 7 Q CDN_ CD O 7 ap 9 abed `Vl:ZL EO-gZ-qad °L9t9 6EL IOV L !dH00 MOH 31lnd :A9 �uaS ► 0 1 W N N N N N N -� -� 1 Cn A W N� O cD Cb 'V Q� Cn A W N 1 0 rD Qn .z o N -s N N -+ Do W W O Q W OD W O N Cn Cn A N Ut w Ln N N N Im 0) N N N W N NO O V N N Z:� G CL CD fl O N O N 0 T T T T T T T T T N N N N N N m m N m m m m m m rn ro D 0 0 0 0 0 0 0 0 0 m c c c c c G c c c aa+TrlQ�a6v � w wv w w0 ww w s 3 5: a E 0 0 0 0 0 0 0 00 �e WN rnmmmmmmmm p C N A A co -' j O> > w `C a X Ca Cn Cn q [1� O A Cn (n (D -F! I I C Ul N v W CO CwJ� A W OODC031 co wNCnp 0 --j �� NtOv�60r0N-N C i A A A A0 A A?? 0 0 0 000000 (A S ci (7 C C G C C C C C C m m m� m m m m cin ERRE i i E mMo c 0000000 2.3 mmmmmrnmmm o� D D D D D D D D D � 00 0 0 0 0 0 0 01010 z 3 > I 9119 abed °91:L1 EO-gZ-gad °L9b9 6£L 10t 1 °ddOO 3WOH Hind :A8 ;UaS a. 4l//- abed `•4l:Ll EO-gZ-gad !L9ti9 6EL Wt l `•ddOO 3MOH Hind :A8 ;uaS mummies IMIMMIMMOMM 01 UNION IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIN mom N 0 MEMEMMEMMOMMEMMUMMEM W� IIIIIIIIIIIIIIIIIIIIIIIENN MM iiiiiiiiiiiiiiiiiiiii loin a. 4l//- abed `•4l:Ll EO-gZ-gad !L9ti9 6EL Wt l `•ddOO 3MOH Hind :A8 ;uaS 0 N N 0 w m m U1 N 4, 91/9 abed °9l Ll EO-gZ-gad `•L9ti9 6£L Wt l °ddOO MOH 3iind :h9 TuaS :' 8 CO M V CM Cn A W N S a)cnAwN�OcpW �lmu�AwN i -+ 2� D D D D 00800 aaaQFi C_ C_ LL C- O O O C O 22222 N N ll� UI 000003 N� g q q q N K C C a,--, 'ID AC D (c�� O n n a n n 00 0 0' o D nno.S.2, 3 > > a cn cp cn cn cn 00 2 2 9 9 N N N W O N a CSO000 X r O N c0 N N to b O CS) O O I cn N N A N N A A N N D 0 0 0 0 0 0 FJ N N N 88885 m m cn m m wda�mm 0 0 0 0 0 0 0 m m o v m m m N N CD CD O O CD 0 0 7 7 0 3 3 CD in m n -v' o' 4, 91/9 abed °9l Ll EO-gZ-gad `•L9ti9 6£L Wt l °ddOO MOH 3iind :h9 TuaS Bond 4 929262655 Aggregate Limit $ FORM F PERFORMANCE BOND AGREEMENT NORTH ANDOVER PLANNING BOARD AGREEMENT made in consideration of approval of the within subdivision by the Planning Board and the acceptance of the security bond on this day of September, 2002 by and between the Town of North Andover, a municipal corporation acting through its Planning Board and Pulte Home Corporation of New England having a usual place of business at 257 Turnpike Road, Suite 200, Southborough, MA 01772 hereinafter referred to as the "Applicant" and "Owner" owner of the land shown on the following plans: Lots 12A, 75A, 76A, 1;77A, '�78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover,'MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots',13, 14, X15, 16, 17, 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1 "=200',dated"September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of.Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727.`\ for title to the property see deed from Mesiti-Moore's Fall, LLC to Pulte Home Corporation of New England dated June 28, 2000 recorded at the Essex North District Registry of Deeds at Book 5793, page 267, and deed from Moore's Fall Corporation to Mesiti-Moore's Fall, LLC dated November 6, 1997 recorded at the Essex North District Registry of Deeds at Book 4886, page 292 and deed from David White to Mesiti-Moore's Fall, LLC dated April 30, 1998 and recorded in the Essex Registry of Deeds at Book 5039, page 249, agree as follows: I . The applicant hereby agrees to construct the ways and install the utilities in the foregoing subdivision in accordance with the following: L Application for Approval of Definitive Plan (Form C) dated ii. All the conditions of approval of the Planning Board in their decision dated April 13, 1998, which are specifically set forth in Exhibit 1 and attached hereto and made a part thereof, this Performance Bond Agreement; and All the requirements of the Subdivision Rules and Regulations of the North Andover Planning Board dated and revised February, 1989 under the authority provided by Section 81 Q of Chapter 41 of the General laws (Te. Ed.) as amended; except for the waivers which have been granted by the Planning Board as specifically set forth in Exhibit 2, and attached hereto and made a part thereof, this development agreement. Any modifications to a previously approved subdivision plan pursuant to M.G.L. Chapter 41, Section 81 W would necessitate a separate performance bond agreement to be completed in addition to the performance bond agreement filled out for the definitive subdivision approval; and IV. In accordance with the Subdivision Plans and profiles submitted by the Applicant and approved by the Planning Board; and 2. The applicant acknowledges that the waivers that are specifically designed in Exhibit 2 are the only waivers that are acknowledged and approved by the Planning Board as of the date of the approval of the Subdivision Plan; and The Applicant agrees that the subdivision shall conform to all the requirements of the Subdivision Rules and Regulations except as waived by the Planning Board in writing if the development is not consistent with the Subdivision Rules and Regulations, the waivers granted thereto, and the conditions of Approval, the Applicant agrees to bring the development into compliance within twenty days of notice from the Planning Board of noncompliance; and 4. The applicant agrees to construct the ways and install the utilities within two (2) years from the date of endorsement of the Subdivision Plan and Profiles, and furthermore agrees that construction shall be completed two years from the date of commencement of construction, or such further time as may otherwise be mutually agreed upon by both parties in writing. Failure to complete construction and installation within the time specified may result in rescission of approval of the plan, or may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds to complete the construction and installation of the ways and utilities. Prior to su seiure of surely funds, however, the Planning Board shall provide the surety, ontlay�notice, an opportunity to complete the construction and installation of the bonded improvements remaining uncompleted. In the event the surety shall determine to complete the improvements, the parties shall thereupon agree upon a schedule for such completion, taking into account the nature of the improvements remaining to be completed, the weather conditions, and such other factors as reasonably impact the schedule. 5. The Applicant agrees to maintain all ways and utilities in the subdivision until the Planning Board finds that the subdivision is complete, and has received a favorable recommendation by the Planning Board for acceptance of all streets in the subdivision and action on a Town Meeting warrant article to accept the street, and the street has been accepted. Failure to maintain all ways and utilities may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds for maintenance of the ways and utilities. 6. The Applicant agrees to record this agreement with the Subdivision Plan at the Essex County Registry of Deeds, and to forward recorded copies of this Agreement to the Planning Department within thirty (30) calendar days of the Planning Board's endorsement of approval of the Subdivision Plan. Failure to comply with this provision will result in automatic rescission of the Subdivision Plan. 7. This agreement shall be and is binding upon the heirs, executors, administrators, assignees and successors in interest, and upon the grantee or successors in title. The applicant shall notify any new owners, heirs, executors, administrators, assignees and successors in interest that this agreement has been executed, and shall provide written proof of disclosure of this notification to the Planning Department. The Planning board, however, agrees that in the event the owners of the property and applicant notify the Planning Board in writing of a transfer of title to the property, transferee shall replace the existing bond with another bond acceptable to the Planning Board. The existing bond shall remain in full force and effect until the Planning Board approves the subsequent bond. S. The Applicant is the owner(s) of the record of the Premises on said plan. 9. The bond provided to the Planning Board shall not lapse. The Applicant agrees that if the bond or other security lapses or is no longer valid, all unsold loss shall be considered to be under covenant and not be conveyed or built upon and the Town shall not issue buildings permits on such lots in the subdivision; and the Applicant shall forthwith forward to the Planning Board alternative security acceptable to the Board. 10. The Applicant agrees that no amount of the security will be released to the Applicant until such time as the Applicant has completed the work in accordance with all decisions and agreements, petitioned Town Meeting and obtained a favorable recommendation from the Planning Board for acceptance of all streets in the subdivision and obtained Town meeting approval for all streets in the subdivision. In no event, however, will any cash amount of security be released to the applicant and no bond reduction in the,bond amount shall occur without the express consent of the surety, providing the security under this agreement, which consent will not be unreasonably withheld. 11. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to perform a cost estimate to determine the amount of security to be posted for the subdivision and will post the amount as determined by this cost estimate for surety for the subdivision: 12. Prior to the signature of the Planning Board of this document, the Applicant agrees to 1*1 post sufficient funds to pay for the Planning Board Consulting Engineer to perform a cost estimate to determine the amount of security to be posted as surety for the subdivision. 13. Prior to the signature by the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to determine a cost estimate for inspections to be performed annually by the Planning Board consulting Engineer for two consecutive years to ensure on an annual basis the amount, if any, that was determined by the Planning Board Engineer. 14. Prior to the signature by the Planning Board of this document, the Applicant agrees, if required by the Planning Board, to post sufficient funds for reasonable attorney's fees associated with the submittal and reviewing of this legal document when reviewed by the Town's Legal Counsel. 15. The Applicant and Bonding Company agree that if there is any conflict between this\ document and any other documents, they may have relating to this agreement, this document shall supersede and be binding on the applicant and surety company. 16. When a majority vote is made by the Planning Board to seize the funds being held by the surety company, the surety company, within 21 days, must provide the funds to the Town. Unless the surety shall have on notice from the Town agreed in writing to complete the improvements in accordance with the provisions of paragraph 4 herein. The Town of North Andover, acting by and through its Planning Board, hereby agrees to accept the aforesaid performance surety bond in the amount specified in this Agreement as security for the performance of the construction and installation specified herein. This document is executed as a sealed instrument. IN WITNESS WHEREOF we have hereunto set our hands and seals on this date: Signature Board Chair or Town er, as authorize by vote of Planning Board ,pato Applicant or its Authorized Agent c/ oJ .F /"2;; Date Date Sc�i�L Taxpayer LD. U —32--2-97S-el ignat Owner or its Authorized Agent /6,,,617 .SFA/�ate -� September 16, 2002 Signature of Bonding Company or its Authorized Agent Date Robert Porter, Attorney -in -Fact (PLANNING BOARD) COMMONWEALTH OF MASSACHUSETTS Essex, ss. , 2002 Then personally appeared the above-named , who acknowledged under oath that the foregoing is the free act and deed of the North Andover Planning Board, before me, Notary Public My Commission Expires: (APPLICANT) COMMONWEALTH OF MASSACHUSETTS Essex, ss. _a (r �c�, 2002 Then personally appeared the above-named,who acknowledged under oath that the foregoing is the free act and deed, before me, M mmission Expires: EizaL'oth A. Mi!iPr Sectary 'ublc Common"eai.'; c; 1•;us3achcsetts MY COmrrission Expires May 18, 2008 . (OWNER) COMMONWEALTH OF MASSACHUSETTS Essex, ss. 2002 Then personally appeared the above-named J, o, Ole � , who acknowledged under oath that the foregoing is the free act d deed, before me, Not Pu lic My Commission Expires: Eizabat" Notur/ R� :i; Common.v ulth 011, .iV:� _s.h;, a,tis My Gommissicn Expires iVia;! 18,'2008 (SURE, TY COMPANY) COMMONWEALTH OF MASSACHUSETTS Essex, ss. , 2002 Then personally appeared the above-named , who acknowledged under oath that the foregoing is the free act and deed, before me, Notary Public My Commission Expires: 14 Continental Insurance Company To be attached to and form a part of Bond No. 929262655 Effective Date: September 10, 2002 Bond Amount: $83,859.51 Executed by: Pulte Home Corporation of New England as Principal and by: Continental Insurance Company , as Surety in favor of: Town of North Andover (Obligee) in consideration of the mutual agreements herein contained, the Principal and the Surety hereby consent to adding the following paragraph: It is a condition of this bond that it will be in force until September 10, 2005, and the Surety may notify the Obligee by registered mail sixty (60) days prior to the expiration date that they elect not to renew this bond. Nothing herein contained shall vary, alter or extend any provision of condition of this bond except as herein expressly stated. This rider is effective Sinned and Sealed: September 12, 2002 September 12, 2002 Principal: Pulte Home Corporation of New England By: Principal Calvin R. Boy ,Director of Treasury Operations Surety: Continental Insurance Company By: -7/L - Attorney -in -Fact Robert Porter POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All (Wen By These Presents, That The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation (herein called "the CIC Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint John R. Stoller, Julia T. Corcoran, Vincent J. Frees, Maureen E. Thomas, Bruce E. Robinson, Calvin R. Boyd, Jane K. Botting, Colette R. Zukoff, Suzanne Treppa Robert Porter, Individually of Bloomfield Hills, Michigan their true and lawful Attomey(s} in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature — In Unlimited Amounts — and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attomey, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CIC Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 22nd day of March, 2002. .•P�•iu•tiG.- c�r�Ni"� ' The Continental Insurance Company Firemen's Insurance Company of Newark, New Jersey State of Illinois, County of Cook, ss: Michael Gengler Group Vice President On this 22nd day of March, 2002, before me personally came Michael Gengler to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 'OFFICIAL SEAL' DIANE FAULKNER Notary Public, Slate of Illinois My Commission Expires 9117105 My Commission Expires September 17, 2005 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis, Assistant Secretary of The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still in hlp N2N vony whereof I have hereun"scribed my name and affixed the seal of the said corporations this 12TH day of ?z Qj v;,, The Continental Insurance Company go Firemen's Insurance Company of Newark, New Jersey Mary A. Ribikawskis Assistant Secretary (Rev. 10/11/01) ACKNOWLEDGEMENT BY PRINCIPAL STATE OF MICHIGAN ) )ss. COUNTY OF OAKLAND) On this 12th day of September, 2002, before me, the undersigned authorized employee, personally appeared Calvin R. Boyd, who acknowledges himself to be Director of Treasury Operations of Pulte Home Corporation of New England and that he as such employee being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the Corporation by himself as such employee. My Commission Expires: March 26, 2006 f ICU .MA;Z1.1.- 0 ,u!' ;� ARD,L� 1r1��1�/l � ��l C� 1 ( �: RY MBUC ;i�Sr'vr ��° �c�it'�ii� •I Notary Public, Marcia G. Howard SSPE; FXP. MAR. 262C-06 Oakland County, Michigan MKO33 -. FORM J LOT RELEASE The Undersigned, being a majority of the Planning Board of the Town of North z�ildover, Massachusetts, hereby certify that: a. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated September to ?002 and/or by the Covenant dated November 9, 1998 and recorded in. District Deeds, Boole 5247, Page 16; or registered in N/A Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A, Page N/A; has been completed/partially completed, to the satisfaction of she Planning Board to adequately serve the enumerated lots shown on the following Plans: L.otstl? �, 75A, 76A, `77A;`78A; an& A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southboroucrh, Massachusetts ?1772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1))=40', Recorded with the Essex North District Registry of Deeds as Plan Number 1 '7('l - and Lots`,107 16, 17, .18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, 11�lassa.chusetts" prepared for Iviesiti Development Corporation, 11 Old y . uUJLVll AUdt1, r ewxsoury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200%dated September ??, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. r and said lots are hereby released from the restriction as to sale and building _ specified thereon. The Lots designated on said Plans which are the subject of this Lot Release are as follows: (Lot Number (s) and street(s)) Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough; Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale C ,I)liC'U�II_ I ;\llNlli�'I—]1LUC.\LS-11"temp\I orm J -Lo; Release.doc 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13 76.1; and Lots 13, 14, 15, 16, 17, and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem FLimpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1 "=600', Tax Map Composite Scale" 1"=200%dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. b. (To be attested by a Registered Land Surveyor) Lots 121-x,, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike .Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 1 761; and Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Ando��verr, lviassachusetts" prepared for Mesiti Devnelo�p�mmentt Corporation, 11 Old 1J)VS LV111\V Ctd, Te,vvl\Sbul �l, li'las s achu setts 01 V76 Vy yT�yT- T-,.Q;gii (InpS 11t, tJ, Locus Nlap Scale 1 "=600', Tax Map Composite Scale" 1 "=200',dated September ??; 1997 revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Recorded as Plan Number 13727 r, do conform to layout as shown on the above referenced Plans. Regis C . The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated September 10 , 200 2 , zLnd/or Covenant dated November 9. 1998, from Nlesiti-Moore'sFall, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of C .UUc L!�IL I1:\t)PIINI—Ill_oC.ALS-11Temp\form 1 -Lot Rclease.doc Deeds, Book 5247, Page 76, or registered in Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A, in Registration Book N/A, Page N/A, acknowledges satisfaction of the terms the�eof and hereby releases its right, title and interest in the lots designated above on said plans as follows: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/;Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1 "=600'; Tax Map Composite Scale" 1"=200%dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. EXECUTED as a sealed instrument this lo day of September , 2002. Majority of Planning B Of the Tow North Andc CAWINDOWS'Oeslhofform J -Lot Release.doc 4, COMMONWEALTH OF MASSACHUSETTS Essex, ss -October 31 2002 Then personally appeared - Kathleen McKenna Or ,one of the above members of Ilat Plannin-D Board of the Town of North Andover, Massachusetts and acl,mowledged the, foregoing instniment to be the free act and deed of said Plannillo, Board, before me. View/Form J Lot Release -4 Notary Public My Commission Expires: cu L, Ln C c, n tD a ai 10 m r: O f0 O ro 5. O Ln n M ulro Cl C: Ln Gi C -n O E cL. (D x a; a OL ] E 0 �9� I/ 0 z 0 Nt w ,qr MA CI -) 7) m U) 0 m CO2 CDZ P-11CD O d Q =. CL o p co CL cr c, CCD O .. •. CA .p CD O -e O CO) 0 O CA Cl)Er CD O CD y� CD N O co O CD 0 A KI VnnJ n 0 z cn C� \ / �J 0 cn t d 7d VgI 0 cn C H CL cc O ? 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DAVDD.GINIIIHS PIILTE NO]�TIEAST TI CD A Y 11IAT 1115E DOOMMER R M% CT PARED OR AAWS OfD 8Y WE, dU HAi WELLINGTON - 1999 AV A DMY LKENSED HQNSm ARCHITECT IINDLR lffl= LAKS t!F Dff FODORWG- nq s •MPo911000VS l V o K DELAWARE 6189 RHODE ISLAND 2354 A \ MARYLAND 7745-R MASSACHUIA SSETiS9857 CONVENTIONAL j �j j j�j] �(p 10302 EATON PLACE, SUITE 180 o NS CARouNA Manz NR CAROLINAS 6362 l�O1V V li1V�l O1Y �l� A' I��lVl l� FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -0151668 O It , TAE 1/4! = I'-# VIE 3/6' = 1'4 LP 1/i =1'-d TAE 3/4 =1'-O' TAF. I'= f4 TAA 11/2' = i'-0' r ACERTnLTHAlT. DAVISED W.NTSWIRE15 nne T 1 ,�`4Q PULTE NORTHEAST I CERPFT LYJ PIESE DOCU9EN15 ME PREMED UM OA LAWS 14D 9T WE, AND THAT WELLINGTON flj E L L A N TON Y J V A9 A UULT I1QN9D LNIN3D ANOA1ECi UNDER PX: LAWS U PE F0.L0'6hG 1 `'_ A1A1911CPONS. DELAWARE 6169 RHODE ISLAND 2354 _ NARYLAND 7745-R NASSACHIISS7TS 9657 10302 EATON PLACE, SUITE 180 " o NEW JERSEY AI -13967 NRGINIA 6716 FAIRFAX, VIRGINIA 22030 S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -0151668 NMI � M a 935 D O D m �F. NRL5� OF 6 -n n m\x sW In 0 zm a' I _ / -,\ p 52 w f-, nA A n ' -- T 'I I II o I O 4141 - 3 a F s�� q'A s O'+G I Y•+ c n 0 Ni" TRANS. ABOVE 9 / aPI. " R5 A q m -R 6x DDDR � � eo�o o .DDDOOR i tiiIL---------------- ----- 'Sm S = U35eEE. 57L. BEAM____ 2/8 v&. 1/4, = I' -P - NAIL 3/B' = V -T Vil 1/2' = f-0' vlE 3/1• = 1'4 SWE 1• = 1'-0' SML- 11/2* = 1'-0' m ARRTIFYM: DED 1(NISWE1115 E T p/ PULTE NORTHEAST F(y x I AMA MAT DICK D CNSF.0 S 9Dd'. CT UNDER CN APPROVED BY 4E AND THAT W E L LA N \.1 T 0 N — 1 9 9 9 H 3 I AN A MY I1CFN4D I10ENff0 ARCHIECI UJOER 1K LAWS Q 6ff FIXLO9!NG 9 JLfi9%CIICNS: O N lV o DELAWARE 6189 RHODE ISLAND 2354 p F4 = MARYLAND 7745-R MASSACHUSSETIS 9857 10302 EATON PLACE, SUITE 180 NEW JMSEY AI -13967 VIRGINIA 6718 FAIRFAX, VIRGINIA 22030 hL S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -015166B 0 �m n P2' -O'— 6'-10z"bi_p" 2'-1" 10'-9 n 5 12 IJ IS EE 1J+ISIS£ 2'-8" 00,— _(2)2-% ___ ' 728527011- 7952 MI 2952 OH 1+ &52011 w 2852 p1 OPIONAI OPlIOU1 i OPNONAt b OPIILINAL ``o rq o o S = (Z = c u8 9 gl 5' 111 9i bn � i i 2Y" O 4� j 114 -22111 50710 CO. 1 PNL 3 PHLS _ ` - u 268 LD�FDRWARDW.w975 915 fi „ n _ F D015 RANGE _ PN _ x r2 mp L�L� ` IR / 15 52 PN- !i3 'go9 D " \\\V\I OP7. U_ � � 5 l7 ^> D E C w - REE N/11.0110 ° OPT. SHELVES A9=oml-' z V ,o 3PNL 3 2 3 2'_In 3'-3" _ ASD 1 r IO -a Pi�I�I Z Z `yam + ' _ KR'-- �kT > - .n b Yh QQ.. ®�j S�a to I rbc df C. •�9 Ta II�~tl. �� P'N••1 - _ � 1 u/ OPi. Ig" TRANS. � I+-� ON. DOOR LE IJ + 1S CEI 21.15 12/ 2 �X " 13'4-15 2) 2 'Ill q' q" (2) 2 X 10 1 2 r8" -dB59-4F 4 7'-5' �OSA.gF 20-4- '-2657 OH 6'-b" 2852 04 NMI � M a 935 D O D m �F. NRL5� OF 6 -n n m\x sW In 0 zm a' I _ / -,\ p 52 w f-, nA A n ' -- T 'I I II o I O 4141 - 3 a F s�� q'A s O'+G I Y•+ c n 0 Ni" TRANS. ABOVE 9 / aPI. " R5 A q m -R 6x DDDR � � eo�o o .DDDOOR i tiiIL---------------- ----- 'Sm S = U35eEE. 57L. BEAM____ 2/8 v&. 1/4, = I' -P - NAIL 3/B' = V -T Vil 1/2' = f-0' vlE 3/1• = 1'4 SWE 1• = 1'-0' SML- 11/2* = 1'-0' m ARRTIFYM: DED 1(NISWE1115 E T p/ PULTE NORTHEAST F(y x I AMA MAT DICK D CNSF.0 S 9Dd'. CT UNDER CN APPROVED BY 4E AND THAT W E L LA N \.1 T 0 N — 1 9 9 9 H 3 I AN A MY I1CFN4D I10ENff0 ARCHIECI UJOER 1K LAWS Q 6ff FIXLO9!NG 9 JLfi9%CIICNS: O N lV o DELAWARE 6189 RHODE ISLAND 2354 p F4 = MARYLAND 7745-R MASSACHUSSETIS 9857 10302 EATON PLACE, SUITE 180 NEW JMSEY AI -13967 VIRGINIA 6718 FAIRFAX, VIRGINIA 22030 hL S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -015166B 0 'A' NI0 � t � 41 �D 14'-9" 4'-7° 6'-5" 5'-1° ,MAi O aA APs= Rio n 9P. VBM WBIS Tj NJ ` 4 12 _ U Ir ------------ q m } } 24 3' d o m 6 26 _ F L ° IW7- 5'-I" 2'-10" .1h �N3r_3n 0 3-52° D'-92" \ o _ a v o_ v K V o ___ ___ 2' WALL LPLO_B2 - - -•-.� ,ate` �. o cp �Dg �a #ir lr bu c• _ (3)0 SHELVES P U i jk� _ ' ,x 4)2'$IELVE 1_.___,___P________ ________ter m a iJi - O (2) 5 EL (2) 2 10 dO5P41--• 3' 26520H 13_510 q'-32 4 Ei' 10" 3'-3 29' -IFS° 41 �D x 0 5 16 0 5 1s a t' Y 3 4' S' 0 1' Y Y C 5 3 L I I I I 1 I 1 I I I I I SLUE 1/4' = I'-$ SOME 3/E' =1'd SCU- 1/2' = 1'-0' SOUL 3/4' = t' -R SU L. 1' =1'-e SCALE. I I/Y = 1'4 ARCHITECT: DAND K GlaMTHS T)TLE I„P M _ I CERN Y THAT THESE DOCUMENTS VK PREPARED OR APPROVED BY amcmME, AND THAT IAMAD�YLI�IN�D� DAR ARCHITECT EAM�� HEFaEDNND WELLINGTON — 1999 PULTE NORTHEAST l V F4 s DELAWARE fifes RHODE HUSSESLAND 2354 10302 EATON PLACE, SUITE 180 MARYLAND 7745-R NASSACNUSSETP' 9857 NEW JERSEY AI -13967 VIRGINIA 6718 FAIRFAX, VIRGINIA 22030 S CAROLINA 04417 N- CAROLINA 6362 PENNSYLVANIA RA -015166B ,MAi aA APs= Rio n 9P. 2 x 0 5 16 0 5 1s a t' Y 3 4' S' 0 1' Y Y C 5 3 L I I I I 1 I 1 I I I I I SLUE 1/4' = I'-$ SOME 3/E' =1'd SCU- 1/2' = 1'-0' SOUL 3/4' = t' -R SU L. 1' =1'-e SCALE. I I/Y = 1'4 ARCHITECT: DAND K GlaMTHS T)TLE I„P M _ I CERN Y THAT THESE DOCUMENTS VK PREPARED OR APPROVED BY amcmME, AND THAT IAMAD�YLI�IN�D� DAR ARCHITECT EAM�� HEFaEDNND WELLINGTON — 1999 PULTE NORTHEAST l V F4 s DELAWARE fifes RHODE HUSSESLAND 2354 10302 EATON PLACE, SUITE 180 MARYLAND 7745-R NASSACNUSSETP' 9857 NEW JERSEY AI -13967 VIRGINIA 6718 FAIRFAX, VIRGINIA 22030 S CAROLINA 04417 N- CAROLINA 6362 PENNSYLVANIA RA -015166B 1_ � m s HN- g� F = o s lU o s 1I o r r r s s o r r r t s D r r r o r r m I„�I SGML i/t = I' -O' AVL 1/6 = 1'4 SUL. 1/Y = f -f SU L. 3/t = t' -R AKHTECL• DAVID X f;WMS TITLE CaT Y THAT THESE DOCUMENTS M.ffd PREPARED OR PPPA01rD BY K AID THAT AV A DULY LIDNSED IKEN4D ARCIECT MWIK LAWS Of III FOLLOWING WELLINGTON 1999 _ PULTE NORTHEAST cr d o = JUNSINCTICNS. DELAWARE 6189 RHODE ISLAND 2354 MARYLAND 7745-R NASSACHOSSETTS 9657 10302 EATON PLACE, SUITE 1.80 NEW JERSEY AI -13967 VIRGINIA 6718 S. CAROLINA 04417 N. CAROLINA 6362 FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -0151668 1 8 -IB ��G r is O y � 3 $ 3 m 3 N I O � I I ZI I I D{ O 7% N a o _ OC z > g l 3 p I I ��g 1 yrs I I 6'0" IS2 Gq I I baba `-s'+ J L CPT.AT ZU1 OR ( y ' T G.' 6l09GD J0- ElfS3 ltl L n k4 WPM fB -Er —11 -25 -EE ----- O O Et IN 2-' oA ( O 3 I O I ----- - ---� aL - ------------- i �A �DCnR ®1K"FAD TOD14 PRECAST - L 1 I- s �: 81� J � s� •+y ry l� ur W-K;EAD ON I I y I I .r�.Gr b bel. Spy} 5 U U I I I If I �HBO h = I I I I I I 0 5 iV 0 5 1 !fit! IiI I IB 1 1 0 1' Y Y 0 I I .. . I I I 1 I L I I I 1 ... 1 ... 1� � 1 1 !�`l I I 1 YNE: 1/4' = 1'-0' UL. 3/B' = 1'-0' TALL- l/C = 1'-0' TATE 310 ' 1,_T VIL 1' = 1'-T SME. 11/7 =1'-0' A ARCHITECT. DAVID W. GRIMTHS rIRE D D "A'HSI N�rsVERE R�N�A�RQ�QRY�,µNTHAT WELLINGTON — 1999 PiJL'�'E NORTHEAST I AV A DULY UCUISED LICENSED ARCIAIECI UNDER INE LAWS OF ff FOLLOWING, JUPoSEICipN3 o l V o s DELAWARE 6189 RHODE ISLAND 2354 MARYLAND 7745-R MASSACHUSSEM 9857 10302 EATON PLACE, SUITF. 180 NEW JERSEY AI -17967 VIRGINIA 6718 S. CAR... wan N. CAROIJNA 6362 FAIRFAX, VIRGINIA 22030 PENNSIIVANIA RA -0151668 rn rn T PULTE NORTHEAST .I � 9 M, �I ...........i T PULTE NORTHEAST .I � 9 O NA51 41'�gAP ����� 9 g � One - a A �- li c RIM -- u 16 0 5 td 6 { 7 Y { 5 o t' 7 Y f 5 9 { SML- 1/f = 1'-d ME 3/A' _ {d SML. 1/7 = 1'4 THE 3/f =1'd Mr. 1' - 1'4 o y A ARCMIECT: DAVO W. CPoFf<M nnc all, I.1 .. IYJQ ors . PR .m OR APPRO'hD BY N[ AND THAT 6, N m AMA )WILYION D f DCEN D ARDG EC1 6 u uD c WELLINGTON 1.999 J1Po911CIIOVS: O l V A N o �` K DELAWARE 6189 RHODE ISLAND 2354 51 MARYLAND 7745-R MASSACHUSSEIIS 9857 NEW JERSEY N-13967 VIRGINIA 6718 S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -0151658 59 A �1 .a a1 '. I TNF: t1/7=1'-0' PULTE NORTHEAST 10302 EATON PLACE, SUITE 180 FAIRFAX, VIRGINIA 22030 II I I I II I I I I' I II I I I II I I II Imp I I I II I ' II I I I II I ' II I I I II I II I I I II I I' I I I II I I I I I I II I I II I I 1 II I I II I I II I ,I I I Iln I I� CITY I I{ � Zl � Illm ,i y,Ilm rn I I I` I ,le r I I; r I II e rn I I II rn I II rn I II - rn I D y { II D i I i I II z I—I� II Z I II I lig ii �'� iii z Z D Z I I I I Gl I I � I II O I I II r I I 7C I II :t1 I I Cf3 I b O all D D 03 I I, I rn — I I (S3 I, I D I f3 _ 3 1 rn I - Z I II 3 I Z I CNI II I I ;1 11 II Z I II I I , II ' II I I I II I I II , I I 111 I I II � I I I II I I II I I I II I ' II I I I II I I II I I , II I A I I I I I i II I I I II III I I� I I I II I ' II � I I illl I II �� I I III j I II I I I II I I I I I I I it I ' II I I I II i ' II I I I II I I II � I I I II I I II I I I II IIi II I V a m nE r 3 31 SCNE 1/4' = 1-0' SGYE 3 =1-0 PAIL 1/Y = 1 d SOME 3/4' = 7-f SCALL I' =1'd C,p m o z o ARCI9IECL UAYID W. GPoFFlTNS TITLE T T �rI 1�v T �1r 1.999 1 V 1J A, � NORTHEAST x I CERHIY THAI THESE DOCUNENiS FERE PREPARED OR APIROkD BY WE AND THAT W 1J 1J�J11 Y l.7 1 O 1 `I � I AN A DULY LICENQ:¶ LICENSED AROIIEC7 UNDER 111E UN5 D RIE HNLONCIC �i �. cy JJNI9MCHPVS DELAWARE 6789 RHODE 13AL7O 2354 MARYLAND 7745-R MAssACHu�ns ses7 10302 EATON PLACE, SUITE 1.80 NEW .ERSEY AI -13967 VIRGINIA 6716 S CAROLINA o4an N. CAROLINA 6362 FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -015766B — i I I I I i � ;SEC . I'; wig fi'i■ IIIIIII I I I� r-- I II I I I II I I I I' I II I I I II I I II Imp I I I II I ' II I I I II I ' II I I I II I II I I I II I I' I I I II I I I I I I II I I II I I 1 II I I II I I II I ,I I I Iln I I� CITY I I{ � Zl � Illm ,i y,Ilm rn I I I` I ,le r I I; r I II e rn I I II rn I II rn I II - rn I D y { II D i I i I II z I—I� II Z I II I lig ii �'� iii z Z D Z I I I I Gl I I � I II O I I II r I I 7C I II :t1 I I Cf3 I b O all D D 03 I I, I rn — I I (S3 I, I D I f3 _ 3 1 rn I - Z I II 3 I Z I CNI II I I ;1 11 II Z I II I I , II ' II I I I II I I II , I I 111 I I II � I I I II I I II I I I II I ' II I I I II I I II I I , II I A I I I I I i II I I I II III I I� I I I II I ' II � I I illl I II �� I I III j I II I I I II I I I I I I I it I ' II I I I II i ' II I I I II I I II � I I I II I I II I I I II IIi II I V a m nE r 3 31 SCNE 1/4' = 1-0' SGYE 3 =1-0 PAIL 1/Y = 1 d SOME 3/4' = 7-f SCALL I' =1'd C,p m o z o ARCI9IECL UAYID W. GPoFFlTNS TITLE T T �rI 1�v T �1r 1.999 1 V 1J A, � NORTHEAST x I CERHIY THAI THESE DOCUNENiS FERE PREPARED OR APIROkD BY WE AND THAT W 1J 1J�J11 Y l.7 1 O 1 `I � I AN A DULY LICENQ:¶ LICENSED AROIIEC7 UNDER 111E UN5 D RIE HNLONCIC �i �. cy JJNI9MCHPVS DELAWARE 6789 RHODE 13AL7O 2354 MARYLAND 7745-R MAssACHu�ns ses7 10302 EATON PLACE, SUITE 1.80 NEW .ERSEY AI -13967 VIRGINIA 6716 S CAROLINA o4an N. CAROLINA 6362 FAIRFAX, VIRGINIA 22030 PENNSYLVANIA RA -015766B — o D R i o oi- 20° I i I I I i f I n I I _ bR e 7 3/4"= 3'-10 1/8"ITIff, -mot- A o I 6 ddd -= I " I RIB 97"AFF I � I 14 R • 1 314 = 1'-11118" 16 R ® 7 5/8" = ID' 314" I z 0 5 10 3 I.I I I I 1 I I 1 1 1 I I 1 I I 1 I I I I I 1 ML. 1/4' =1'4 Sux. 3/6 = I' -d wx. I/Y = I'-0' 4..VE 3/4' =1'-0' VILE I' = Y-0' XNE 11/i = i' -T g o a ARI1f1E BANO W. GPoFAIAS n,lE CER YTHAT THESE TTDNrs WERE ET OR MOVED9Y REQ AND Al nunOES uaRuo HCEM ARCHITECT UNDER THE LAWS O WSOf ¢ FOLLOW P 1 L T E NORTHEAST /uelso¢nan: iELLTN T N1000 DELAWARE 6169 MASSACHUSSETTS 9857 RHODE ISLAND 2354 MARYLAND 7745-R O o m 10302 EATON PLACE, SUITE 180 NEW CAROLIJERSEYNA A04417 7 N. CUBA 6718 S. NSYLVAA 04417 N. CAROLINA 6362 FAIRFAX, VIRGINIA 22030 PENNSriVANIA RA -0151668 I' -o" 03 ZI L 17 1 h I I I I I I I I I I I I I I L I I I I I I I II Ma;iii --_—�1 — � I I I ZZ I� 1 m 1 o 1 ^ 1 �v e� - -gm � I `yC7d I I® I ® ® Im I s © 0 10'-1 3/4" 8'-1 I/8" — N III II r II a D II II g� -- II II I' I' 1 ,I i I �• � ® ®0 LIT ® � II - I ®® II 'sly c L o II II II II II II � II p II II II II II II 1- -------- ---------------------------- ------ i 8 " n 0 6 5 IU o 5 i6 6 f r r 4' 5' 0 1• 7 r C 5 o f r 7 0 f r SCNL 1/4' = 1'4 SUIL 3/6' =1'-0' Sm 1/1' = f -P SCNL- 3/4' = 1•4 IIF' 1" = 1•-0' SONE 11/! = f-0' I n � m 0 � w I 1 I - 1 IYY it1 1 1 14 R l it/lb 8'-11 5/8" W R l 39/64" I'IT � m � ARCHItECT: DAND W. GPoFfIDiS rmc m 1 anluY nur USE oaaugrs 'EKP6EPNIED OR earaoWn 6r R�, n66 nln, � w A MY LICENSED I�� /�I>FC, MN�,1 LAC �THE 1D,DWNG 1 ILJ 1 V O A� 1,11 E H IJ LTE a ,uaaocnae WELLINGTON - t999 Com. O DELAWARE 6169 RHODE ISLAND 2354 MARYLAND 7745-R MASSADHUAtTIs 9e57 1.0302 EA'T'ON PLACE, SUITE ] 80 NEW ERSLYY AI -13967 NRgNIA 6718 S CAROLINA 04417 N. CAROLINA 6362 .CONVENTIONAL FRAMING T.Ar1zFAX, VIRGINIA 1 e y r 3/4" J J 1 2030 PENNSYLVANIA RA -0151668 DFit N Z = 0 - �I `z' rnl (,.7 �7IT= z o D D3TN T T III Ob - w g Z IT �I I ti iD 01Wo �;u Z2 o - F) oS N P o r - z - U ED aJ m y m r m F1 0 cn - �m m i ~ O Q] o A= m p�on I —WF - _ - DVz �< = O o H CA ne Z o = C OD N moo= m � _ m cl) — F_ z rrF-r z m .1 z z A DD 7D rnrnrnrn O O O p sUUU Haar rnrnrnrn ooNo a o www s o m D" A �IZ3�� (� t1 A11 m �H m� r pI 3 C e< z _ D m no So mm oo ra NgoGO, /� Is nom~ n ]r Nr:i�o _ >N� ~ o3a A �z z = 0 5' iQ D I I I li i I I I i1V 0 1' Y 3 , 5 o r Y i !• 5 0 P T 5 0 7 3 11, I 1 SCNE I/4' = r -a• ECUf. 3/8' =1'$ TAA. 1/P' = r-0' SUL- 3 4' = rd CLF• 1' = I W Fi11E• 1 1/Y = r-9' DISTANCE DISTANCE RGUND I10lES (- PRODUCT HOLE DIAMETER � O ❑ 2' d-4' 4' S' G' 7' 8' 9' l0' 'LPI -26 3'-t' 3'-I]' 4'-9' � -]' 6'-8' N/A N/A L I 11-J/8'I.PI-8D 1'-i' 1'-11' 2'-8' 3'-6' 4'-3'S'-0' N/A N/AI�MIN. 2X LENGTH 11-J/fl'lPl-36 I'-0' 2' -ll' 7' -l0'4' -l0"5'-9']'-3' N/A N/A�OF LARGER HOLE 14'lP]-30 2'-2' 3'-5' 4'-0' 4'-8' S'-3'S'-10'6'-6'J'-l'�14'LPi-36 3'-10' 4'-9' � -2' � -e' 6'-1' 6'-6' 6'-11' J'-5' NOTES SOUPRE 6 RECTANGULAR HOLES = LONCLSI HALE OInf:NS10N C 1. A 1/2' HOLE CAN BE CUT ANYWHERE IN THr WED. PRODUCT 2. SQUARE AND RELTANGIAPR HOLES MUST HE CENTERED AT MIO -HEIGHT OF WEH. 2' 3' 4' .'i' 6' d7-8' 3. ROUND HOLES ➢0 NUT NEED TO BE AT MID -HEIGHT, BUT MUST NOT BE CLOSER Il-J/0'LPI-26 4'-1' 4'-8' S'-3' S'-1➢' 6'-5' N/AN/A THAN V2' fRGMJOISTFLANGC.4, CUT HOLES CPREFULLY. DuNGi OVERCUT. ➢O NOT LUT FLANGES. ]1-7/fl'LPI-304'-B'S'-D'S'-11'G'-9'6'-0' !7'-6' N/AN/A5.THE LENGTH DF UNCUT VEH OETWEENHOLES MUST BEAT LEAST TVICE THE I1-]/B'LPI-36 6'-2' 7'-0' ]'-11' 8'-9' 9'-8' N/ALENGTH R T1ELONGESTADJPCENT H0.E DIMENSION. 6. RCFER TO L -P'$ •HPNDI]NG AN➢ INSTALLATION RE[OMMENDPTIONS' FUR FULL 14' ARC19TfCL DAV® W. (YtlfF11HS D,LE m s FII LFRICERTIFYMAT ➢IIY DOCUMENTS WERE PRIPPREPAIDGN APPROVED 6Y NF. AND WE AN A DULY I10ENSEO BCENSED ARCHIECi ONo82 OF ➢tt THE LAWS Fg10W91G � U LT E NORTHEAST JURISDICTIONS:WE LLI N G T O N 1999 Q DEI -AWARE 6169 RHODE ISLAND 2354 MARYLAND 7745-R MASSAgN55ETIS 9857 D 10302 EATON PLACE, SUITE 180 NEW JERSEY AI -13967 VIRGINIA 6718 Tj nn DD pp �,(TT��TT(�'r� I_ '�"0 S FAIRFAX, VIRGINIA 2 CAROLINA 04417 N. LPI CAROLMA LC1 FLOOD 1.1�H1Y111VlJl 4 6362 FRAMING f.NRi aN➢ INPmtTANi NOTES. -I LPI-8D2'-i'7'-0'3'8' 4'-10' S'-8' 9'-0'1t'-2'HGLE 14'LPI-363'11'4'-8' S'-?' 6'-2' 6'-11' Il' -0" 72'-9' 2030 PENNSYLVANIA RA -0151668 -- i s _ H1 =cY' o c;i> Q�,o ~Doom" 1 o yam' I e. 33' � oVo' 0 o r v Gl om 3Naw Z m -im - TTrnT=T rya, ^'A _ 4 4 m� � _ w� I = N o kz - 9' - DPIT Z D - s W I �a3;i do D e33' a GO oAlL N\ro O - rn. 0 I F1 Z r z (Sl x - _- DOL ovyPA _ - w TN�W 1 4 n �D - - H �D` - 3 O m V P x � N O o D o o FIA Ie33'73 r\ G uAiOA 20-T MOVE J015T LEFT - a = '� Ao> - r, = oymwa i o = D_ Z 00L. l e 35' - W Q ca m e o �D zq- 1120 /U a a i� 2 16 7' c _ - _ M �➢ 1120 e 20 DBL rn x > N- D Eo � �u�r - n - - D w N� w GD C m C¢> I Ie33' O - _ - _ - MOVE JOIST LEFT 2"M_ Ku nn IP9' if 1' lee td 4�, ' vm i�>(Z>�.Don IP34'V�F fl �111�p .�1 n ti c •� x y a J< i� m N S7 C o m O m_Z I 3 NN NN 0000 L n Z Z Z 01� nnnn m nrn D d - ao� o�NNN � m�N@ n s - 0000 n n A m� m� T n m< a r = 2NO U n nN �y ��o - - - r z r K�z i z D 5 10 0 5 tU D 1' 7 Y 4' 5' 0 3 I I I I 1 I I I 1 I 1 I I 1 I 1 NAL 1/4' = I'd VII. 311f = 1'-V WiL. TIT = I'4 ME 3/4' = 1'-0' SME. I'= I'-0' SOME 11/2, = r-0' DISTANCE ➢ISTANCE PULTE NORTHEASFI, 10302 EATON PLACE, SUITE 180 FAIRFAX, VIRGIN ROUND H01 -ES IA 22030 I- -O L 0 HOLE DIAMETER PRODUCT 2' 3' 4' S' 6' T 8' 9' 10' O� 11 -]/➢'LPI -2G 1'-5' 2'-3' 3'-I' 3' -ll' 4'-9' '� -J' 6'-0' N/A N/A II-7/8'LPI-00 1'-1' 1'-]' I'-11' 2'-9' 3'-6' A'-3' S'-0' N/A N/A NLN. 2X LENGTH OF LARGER HOLE NOTES, S. A 1/2' HOLE CAN BE CUT ANYWHERE IN THE VEH. ?_. SOUME AND RECTANGULAR HOLES MUST BE CENTERED AT MID -HEIGHT C6 VE& 3. ROUND HOLES iln NOT NEED TO BE ATHID-HEIGHT, BUT MUST NUT BE CLOSER TIMN 1/2' FROH JOIST RANGE.n4. CUT INLES CARENLLT. TIO NOi OVERCUT. DO Npl CUi FLANGES. THE LENGTH OF lWLUVEH HETVEENHULES MUST 9E AT LEAST TWICC TIIF,]/O'LPl-36 OF INE LONGE -Sl ADJACENT HALE BIICNSION_41I2-13'-8' REFER i0 L-•SHANDLING ANO 1NSTALLATIpry RECOMNf-NOATIONS' FOR FULLLNnRTANIMPORTgrvT Np1ES, 11-J/8'LPI-36 1'-0' 1'-11' 2'-11' 3'-10' 4'-10' �-9' ]'-3' N/A N/A � � = � r f i =5. � I4'LPI-30 2'-Z' 2'-f0' 3'-5' 9'-0' A' -D' S'-3' S' -ID" 6'-6' ]'-t' 14'LPI-36 3,_10• 4'-4' 4'-9' S'-2' S'-8' 6'-6' 6,_11• J'-5' SQUARE 6 RECTANGULAR HOLES PRODUCT LONGEST HOLE DIMENSION 2" 3" 4' S' 6' 7' 10" 4'-1' 4'-e' S'-3' S']0' 6'-5' B'-2' 9'-0' N/A N/A 7/0'LPI-30 4'-9' S'-3' S' -It• 6'-9' H'-0' 9'-3' IU' -6' N/AN/A i3l'-7/9'LPI-26 6'-?' 7'-0' J' -II' 8'-9' 9'-0' 10'-6' 12'-1' N/AN/ADLENGTH 4'-10' S' -B' 6'-J]'-6'11'-2'�J6. 4'LPt-36 3'-11' a'-8' S'-2' 6'-2' 6'-il' ]'-O' 9'-3' 11'-0' 12'-9' Ui 8 o o a OTER DED Nt Grums nTl>_ e IX,D7 ,RA7 nE� MLORS PR PAR D DR AD BY N M4 WELLINGTON — 1999 �j - I AM A DL(Y UIHSTD LICENSEO ARCNTECi UNDER 111E LAOS OF 1HE FOLLOWING 7� ^ JURISOICiKN4 DELAWARE 6189 RHODE ISLAND 2354 Q a IN NARYLAND 7145-R MRGINIAi6718 USSETTS9857 LPI FLOOR FRAMING NEW JERSEY 745--67 MAsS IA USS S CAROLINA D4417 N. CAROLINA 6362 PENNSYLVANIA RA -0151668 IA 22030 o - ay o - D A - /� 3D G z ti d z r 0DBL @SINGLE HVAC _- - - F m El m o _ �u HI — ?z -u Alo ,Zi EJ m x 1070 1. 06N^XS M W;; R)1 20 17 10 - \ P 20 P5L � 1- 35 F- "'c Ga E] 1-37' \ 11 191 � pe�y — _ _ � � III I\�•7`•7 D T P9 z - J D o of m zn / -� Co_ TDAAA K�� � rn rnrnrn CO N N UN C11 L41� _ m to NNNN 3J _ N vm � DDD➢ � �. rnrnrnrn 000� z1 V O D goo C6 < T x LP o. N x m Dc; n X ED C ' DISTANCE DISTgNCE ROUNDHOLES ,D mi A F- o z z r'- O L n O I.M1N. 2% LENGTH (/) c r m pE LARGER HOLE n Zr ocH D A NOTES �'- oN 1. A 1/2' HALE CAN HE CUT ANYVHERE IN THE VCB. (— Z. SQUARE AND RECTANGULAR HOLES MUST BE CENTERED AT MIB -HEIGHT HE WEB. 3. ROUND HOLES DO NOT NEED TD BE AT MID -HEIGHT, BUT MUST MET BE CLOSER THAN 1/2' FROM JOIST FLANGE. CP 4. CUT HOLES CAREFULLY. DO NOT OVERCHE DO NOT CUT FLANGES. �- 5. THE LENGTH OF UNCUT WEB BEIVEENHULES MUST BE AT LEAST TWICE 1'HE Z LENGTH OF THE LONGEST ADJACENT "BILE BINENSION. D 6. WEER TO _-P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL HOLE CHART AND IMPORTANT MINES 14'LP1-36 3'-11' 4'-O' S'-2' 6'-2' 6' -IV 7'-13' 9'-3' 11'-0' 12'-9' —1 x 0 5 18 0 S 7 I I I 1 I I I I I SAL 1/1' = i-0' SNE 3/d = 1'4 ME I =1'-U SNL. j/4= 1'd !7'6wE I'= r -v SNE I I%C = r-0' m o y OTECT: OAYD YL MORS nT1E T ry� m= I OTIAMA LY LI relg DOCULIDS N s IT CT U40ER off LAWSAPPROEOf e1 RE, Nm Dur . P U L A E NORTHEAST N o x 1PRATIOMS YO LRfOMCHI CI���r6uR�� KFDDMBG WELLINGTON 999 ° JAtl411C1NN$: DELAWARE 6189 RHODE ISLAND 2354 o o MARYLAND 7745-R MASSACHOSSEUS 9657 rpj T j �( 10302 EATON PLACE, SUITE 180 ,'� NEW,ERSEY AI -13967 %4RQNIA 6718 LPI FLOOR FRAMING FAIRFAX, VIRGINIA 220:30 +� p� S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -01516613 a cI`sz = o>fe� — � rn u TTI C, 61rn^'D o H z 3 O _ .ea (IT � O m v m o y OTECT: OAYD YL MORS nT1E T ry� m= I OTIAMA LY LI relg DOCULIDS N s IT CT U40ER off LAWSAPPROEOf e1 RE, Nm Dur . P U L A E NORTHEAST N o x 1PRATIOMS YO LRfOMCHI CI���r6uR�� KFDDMBG WELLINGTON 999 ° JAtl411C1NN$: DELAWARE 6189 RHODE ISLAND 2354 o o MARYLAND 7745-R MASSACHOSSEUS 9657 rpj T j �( 10302 EATON PLACE, SUITE 180 ,'� NEW,ERSEY AI -13967 %4RQNIA 6718 LPI FLOOR FRAMING FAIRFAX, VIRGINIA 220:30 +� p� S. CAROLINA 04417 N. CAROLINA 6362 PENNSYLVANIA RA -01516613 o 3 aJ m L A 0 " L7 , —I m r� x go 1 __j 1 _ V) In ~ �� mI m l z mrn'ni d c N l> \ n o I z+, OROPPED BEAM REF. PLAN rn f A IIV MOVE I JOIST RIGHT 1" FOR TUB TRAP �I 1—__�11113l9�JL e lvl.�2' 11L -- I_9 3+ Gz-l� o v ez' zIo 9 �i m z D � O - �1 19' I I 20 (Tl 7 9 Zen n W07 cc o - _ m <o — DOL. bJ Ai E P 3` zi � r"< o bd 1 pp v z v� �m mPo tdLi MA - A� « _ 3 �n cn is cs rn - 0000 oLA _ "Q �(1l rs cs N oo�o m — mrnrnrn _ nAym : FT Ni ro N N rn�=m _ < < � ppp0 Ll r N c. v mi t -A < Cy- z = D s 16 o s IU D� r r r 4 s o s r s o r r o P z SCILL 1/4' = Yd SC/1E: J/B' =1'd SGNL 1 = 1'd SGNL 3/4' = I'd SGML I' = I'd SGML I 1 = I'd $ DISTANCE ➢iSTANCE I I � ROUND HOLES r � � [_ � � —I O r T'l n = D 70 � HOLE PRODUCT 2' 3' 4' S' DIAMETER 6' 7' 8' 9' 10' U' 3 � a'-9' S'-7' 6'-e' N/A N/A 11-7/6'LP7-30 I'-1' 1'-1' 1'-11' 2'-U' 3'-6' 4'-?' Y-0' N/A N/A H1N, 2% LENGTH OE LARGER HOLE NOTES- S. A 1/2' HOLE CAN HE CUT ANYWHERE IN THE WEB. Z. SDUARE AND RECTPNGULAR RULES MST HE CENTERED AT MID -HEIGHT C6 VEB, 3. ROUND WILES ➢U NOT WED TO BE AT MID -HEIGHT, BUT HOST NOT BE CLOSER THAN 1/2' FRU! .HIST FLANGE, a. CUT HOLES CAREFULLY. OU NOT OVCRCUT. DD NOT CUT FLANGES. B, THE LENGTH OF UNCUT WED BET VEENHOLES MIST BE AT LEAST TWICE THE LENGTH OF THE LONGEST ADJACENT HOLE ➢IMENSI@L 5. REFER TO L -A'S 'HANDLING AND INSTALLATION RECOnHEN0ATIUNS' FOR FULL 19LE CHART AND IMPORTANT NOTES. D 4'-t0' .'i'-9' 7'-3' N/A N/A 14'LPI-30 2'-2' 2'-10' 3'-5' 4'-0' CP 14'LPI-36 3'-10' 4'-4' 4'-9' S'-2' S' -B' 6'-1' 6'-6' 6•_11• 7'-5' SQUARE 6 RECTANGULAR HOLES f'l RULE DIMENSIUN 6' 7' 8' 9' 10' 11_7/0'LPi-26 4'-1' 4'-0' S'-3' 5'-10' G'-5' D'-2' 9'-8' N/A N/A 11-7/8'LPI-30 4'-8' S' -D' S' -I1' 6'-9' 9'-0' 9'-3' 10'-6' N/A N/A I1-]/H'LP1-36 6'-2' 7'-0' 7"-11" 8'-9' 9'-8' 10'-6' 12'-I' N/A N/A 19'LPI-30 2'-1' 3'-0' 3'-8' 4' -ID' .'�'-8' 6'-7' 7'-6' 9'-D' 11'-R' 14'LPT-35 3'-I]' 4•-U' S'-?' S'h'-Il' ]'-8' 9'-3' 11'-0' 1?' -9' ' -oN _= o CA �m $ DISTANCE ➢iSTANCE I I � ROUND HOLES r � � [_ � � —I O r T'l n = D 70 � HOLE PRODUCT 2' 3' 4' S' DIAMETER 6' 7' 8' 9' 10' O❑ Il-]/9'LPI-26 1'-5• 2'-O' 3'-1' 3'-D' a'-9' S'-7' 6'-e' N/A N/A 11-7/6'LP7-30 I'-1' 1'-1' 1'-11' 2'-U' 3'-6' 4'-?' Y-0' N/A N/A H1N, 2% LENGTH OE LARGER HOLE NOTES- S. A 1/2' HOLE CAN HE CUT ANYWHERE IN THE WEB. Z. SDUARE AND RECTPNGULAR RULES MST HE CENTERED AT MID -HEIGHT C6 VEB, 3. ROUND WILES ➢U NOT WED TO BE AT MID -HEIGHT, BUT HOST NOT BE CLOSER THAN 1/2' FRU! .HIST FLANGE, a. CUT HOLES CAREFULLY. OU NOT OVCRCUT. DD NOT CUT FLANGES. B, THE LENGTH OF UNCUT WED BET VEENHOLES MIST BE AT LEAST TWICE THE LENGTH OF THE LONGEST ADJACENT HOLE ➢IMENSI@L 5. REFER TO L -A'S 'HANDLING AND INSTALLATION RECOnHEN0ATIUNS' FOR FULL 19LE CHART AND IMPORTANT NOTES. II-7/D'LP]-36 ]'-0' t' -I]' 2' -It' 3'-10' 4'-t0' .'i'-9' 7'-3' N/A N/A 14'LPI-30 2'-2' 2'-10' 3'-5' 4'-0' 4'-8' 5'-3- '� -IO' 6'-6• ]'-1' 14'LPI-36 3'-10' 4'-4' 4'-9' S'-2' S' -B' 6'-1' 6'-6' 6•_11• 7'-5' SQUARE 6 RECTANGULAR HOLES PRODUCT LDNCaEST 2' 3' 4' S' RULE DIMENSIUN 6' 7' 8' 9' 10' 11_7/0'LPi-26 4'-1' 4'-0' S'-3' 5'-10' G'-5' D'-2' 9'-8' N/A N/A 11-7/8'LPI-30 4'-8' S' -D' S' -I1' 6'-9' 9'-0' 9'-3' 10'-6' N/A N/A I1-]/H'LP1-36 6'-2' 7'-0' 7"-11" 8'-9' 9'-8' 10'-6' 12'-I' N/A N/A 19'LPI-30 2'-1' 3'-0' 3'-8' 4' -ID' .'�'-8' 6'-7' 7'-6' 9'-D' 11'-R' 14'LPT-35 3'-I]' 4•-U' S'-?' S'h'-Il' ]'-8' 9'-3' 11'-0' 1?' -9' 0 arsa+>Ecr: oae0 YE GWM TITLE T, CERIFY THAT 'ISE DOCUMENTS pfNE PREPARED OR APRLOVfl1 BY WE, AND !HAT F� � T T �,J NORTHEAST Cp = �• c � x � I AN A DULY LICENSED LICENSED ARCHIECI UNCfR 11F URi OF THE FgLONNG WELLINGTON � T T T N Cx T O N 1999 A AJ d 3AlISgCTIONS: I.JLA DELAWARE 6189 RHODE ISLAND 2354 0 MARVEanD nas-R MASSACHUSSgTTS 9857 10302 EATON PLACE, SUITE 180 s I NEW JERSEY AI -13967 hR(7NIA 6718 S. CAROLINA 01417 N. CAROLINA 6362 FAII2FAX, VIRGINIA 22030 PENNSYLVANIA RA -0151668 g o o ARCHIECT: BAVID K CMMTHS nnr: a I CD BY IN 1 NSI NODIH N 5 6B I PT LM TH N7RCNU IE NL, ANN HAT WELLINGTON a 1999 AV A n IICEN9'D LICINSEO Nt011IEC1 MODt THE UM OF Iff, fIX10{flIC �qx uevcnms: DELAWARE 6189 RHODE ISLAND 2354 o o NARYIAND 7745_R NRGINIA DSSETIS 9657 CONVENTIONAL FRAME NEW JERSEY A04417 7 VIRGINIA 6718 S CAROLINA 04 A— N. CAROLINA 6362 - PENNSYLVANIA RA -0151668 PULTE NORTHEAST 10302 EATON PLACE, SUITE 180 FAIRFAX, VIRGINIA 22030 t I•It m N r! G In1- z d` m n N r! O 8 5 180 54 IU 0 7 Y 4' 5' 4' 5 D 1' .I I I I I 'I'i I I I I i i I I i I Lam. . I. SCIIE: 1/f =1'-U SNE 31r = f-0' SNE 1/i = 1-0* SOME 3/4' = I'af SNE I'= 1W UMTECT: DAVM W. Z#6MN TITLEm AM A D THAT HE7 DOCUMENTS � CTPWAREDUNDER OR LAWS F BY HC NU THAT 'WELLINGTON 1999 Cfl ; AN A DAY UCINgU UCUV9:H ARDIIIECI UNDER 1NE LAWS OF THE FDLONINC T ^ ,NR151HCHF9S QFg 4,DELAWARE 6189 RHODE ISLAND 2354 NARYLAND 7745-R RASSACHUSSET,S 9857 CONVENTIONALq" S N767 R GINIA S CAROLINA 0441NCAROLINA6362 FRAMING ING PENNSYLVANIA A-0151668 Pw- PULTE NORTHEAST In1- z d` m n N N m O C) EK mm_D m G D'^ r Z� r AZ1= ?m Dm 1, In D 1� mA O� bNn> Oo In r FD OD O 8 5 180 54 IU 0 7 Y 4' 5' 4' 5 D 1' .I I I I I 'I'i I I I I i i I I i I Lam. . I. SCIIE: 1/f =1'-U SNE 31r = f-0' SNE 1/i = 1-0* SOME 3/4' = I'af SNE I'= 1W UMTECT: DAVM W. Z#6MN TITLEm AM A D THAT HE7 DOCUMENTS � CTPWAREDUNDER OR LAWS F BY HC NU THAT 'WELLINGTON 1999 Cfl ; AN A DAY UCINgU UCUV9:H ARDIIIECI UNDER 1NE LAWS OF THE FDLONINC T ^ ,NR151HCHF9S QFg 4,DELAWARE 6189 RHODE ISLAND 2354 NARYLAND 7745-R RASSACHUSSET,S 9857 CONVENTIONALq" S N767 R GINIA S CAROLINA 0441NCAROLINA6362 FRAMING ING PENNSYLVANIA A-0151668 Pw- PULTE NORTHEAST In1- N m G ?m 1� O� Oo m �O S �A O NN n � rx �A mx D D� LT. I zU) IN, nr m Dv 3 In N D@ N - o1 0, A_ Om4' O� 3 NpO zN A O� 0' DOO ym �Z ZIIZ Zv Azo �zIn m L, In O 8 5 180 54 IU 0 7 Y 4' 5' 4' 5 D 1' .I I I I I 'I'i I I I I i i I I i I Lam. . I. SCIIE: 1/f =1'-U SNE 31r = f-0' SNE 1/i = 1-0* SOME 3/4' = I'af SNE I'= 1W UMTECT: DAVM W. Z#6MN TITLEm AM A D THAT HE7 DOCUMENTS � CTPWAREDUNDER OR LAWS F BY HC NU THAT 'WELLINGTON 1999 Cfl ; AN A DAY UCINgU UCUV9:H ARDIIIECI UNDER 1NE LAWS OF THE FDLONINC T ^ ,NR151HCHF9S QFg 4,DELAWARE 6189 RHODE ISLAND 2354 NARYLAND 7745-R RASSACHUSSET,S 9857 CONVENTIONALq" S N767 R GINIA S CAROLINA 0441NCAROLINA6362 FRAMING ING PENNSYLVANIA A-0151668 Pw- PULTE NORTHEAST 10302 EATON PLACE, SUITE 180 FAIRFAX, VIRGINIA 22030 - •,_nare,S� 19,es,1S -_: \alu-u tis\ca=_ Lon on fJ!2uu.0,9 eeo mar 17 ....3: r5 19SS Copyr;9nc 1990" - on!,,- n76e Corporation \ 4 I ©u� BIZ 0 9,00 ■� jmm 11 1lvi! i rl 1.'I Ai ? I/4 `= 3° V 4 31/2 `" o n a 3 3/4' VARIE5 BY MOD -0 _ 3l4 EF. FP MA ARIES BY MODEL 3° 3 lit' 3112 g €K T g yA`" C9 � rnrn rT o• f v -0 g�N�o�� rn mob m z rn � O D � I Z S CSS n �m�ptiT�lo A�rn £ m -z- z-O NI� grnz-♦�v xa (Sl Jaz p >op� _Nr z o�3 a g- X pJti-c om b D i' I 114 ,_ x "a N rnnY�F �rnzo o ��� 3 33/4' REF.M1FVARIE'YM T O C) — - z ■� jmm 11 1lvi! i rl 1.'I Ai ? I/4 `= 3° V 4 31/2 `" o n a 3 3/4' VARIE5 BY MOD -0 _ 3l4 EF. FP MA ARIES BY MODEL 3° 3 lit' 3112 g I � i 1 � i z x VARIE5-0ETERM01E 13T HEIGIT OF EXTERIOR WALL SEE 97L A i YO � g ng o I � I m €K T g yA`" O D � I Z S CSS £ m -z- z-O D I � i 1 � i z x VARIE5-0ETERM01E 13T HEIGIT OF EXTERIOR WALL SEE 97L A i YO � g ng o I � I m �ocT< FT mr o� coca D N rn z A z D rn 3 b - z p n n y C Z< fT 3 y A z z� rn o� Z � � O 1YP SPALi� I y j vo TYP. 5PALIN6 NTa�N_m i���mNAN rn QniCfT I mFRrn I - RKY N `" yAZ rn ��o ooQo N z� rn _ tom - 3 gA - � n .n zoo 1 rn � zorn i 1 1411 i o T i1lI ( i I jl�i 'I'i li 1 -- II rnN O , 35 - � � 11 �i I I iil' I j it �I�jlijl j � I i �i i I � r✓ _ I � j j o R 3 @UPPER MOST FIREPL GE 0 5' IG 0 5' 10' 0. _ I' . 12' 13' 14' IS' 0 I' 2' 4' S' 0 I' 0 1 1 1. 1 .T.T SCALE' 110. I' -e 5GAlE= 3 Be • 11.0" 5CALE' 1/2'= 0-0' SCALE' 3/4' • ILQ' SCALE' le. Ib' SCALE' 11/2' 1'-0n 7 2 ARCHITECT: DAMD I GUMS nnE �` i° 1 U��cr9EYDDDR1N6MfRrRL'AQDDRArPP9£GDYQ.WD "' STANDARD FIREPLACE DETAILS PIE I'ULTE MID—ATLANTIS o I WJ A DUCT LOOM UCENSD ARCIUEC? UNEP, THE LME OF THE FWLOVIC l a„eU awmer DELAWARE 6189 RHODE ISLAND 2354 MARriAND 7745-R MASSACHUSSETIS 9857 2100 RESTON PARKWAY, SUITE 450 NEW JERSEYNA-13T967 NN. GNIA 678 CARDLNAOU, CAROLINA 6362 NEW ENGLAND DIVISION �RESTON, VIRGINIA 22091 NSYLVANIA RA -015166B -z- z-O C) — - z u 3J Q I � 3 1 � b , � z �ocT< FT mr o� coca D N rn z A z D rn 3 b - z p n n y C Z< fT 3 y A z z� rn o� Z � � O 1YP SPALi� I y j vo TYP. 5PALIN6 NTa�N_m i���mNAN rn QniCfT I mFRrn I - RKY N `" yAZ rn ��o ooQo N z� rn _ tom - 3 gA - � n .n zoo 1 rn � zorn i 1 1411 i o T i1lI ( i I jl�i 'I'i li 1 -- II rnN O , 35 - � � 11 �i I I iil' I j it �I�jlijl j � I i �i i I � r✓ _ I � j j o R 3 @UPPER MOST FIREPL GE 0 5' IG 0 5' 10' 0. _ I' . 12' 13' 14' IS' 0 I' 2' 4' S' 0 I' 0 1 1 1. 1 .T.T SCALE' 110. I' -e 5GAlE= 3 Be • 11.0" 5CALE' 1/2'= 0-0' SCALE' 3/4' • ILQ' SCALE' le. Ib' SCALE' 11/2' 1'-0n 7 2 ARCHITECT: DAMD I GUMS nnE �` i° 1 U��cr9EYDDDR1N6MfRrRL'AQDDRArPP9£GDYQ.WD "' STANDARD FIREPLACE DETAILS PIE I'ULTE MID—ATLANTIS o I WJ A DUCT LOOM UCENSD ARCIUEC? UNEP, THE LME OF THE FWLOVIC l a„eU awmer DELAWARE 6189 RHODE ISLAND 2354 MARriAND 7745-R MASSACHUSSETIS 9857 2100 RESTON PARKWAY, SUITE 450 NEW JERSEYNA-13T967 NN. GNIA 678 CARDLNAOU, CAROLINA 6362 NEW ENGLAND DIVISION �RESTON, VIRGINIA 22091 NSYLVANIA RA -015166B Date ......... ,7 TOWN OF NORTH ANDOVER PERMIT FOR WIRING - This certifies that ........ .. c` .... I ........ ......... T has permission to perform .......... ��P 'n T ................................................................ wiring in the building of ............. "T 9 :;.voeras . . ....... 16m (hcl at...... / .................................................. ......... ...... . NorthAndove S. Fee .. Lie. No--MZ/)(q ............. .......... .... .. .. ....... ...... .... ............ y4tl ELECTRICAL INSPECTOR Check # /3,)-- 4476 Office Use Only Q ,The Commonwealth of Massachusetts If Permit :to. D"rtment of Public Safety t . Occupancy b fee Checked BOARD OF FIRE PREVENTION REGULATIONS S27 CZAR 12:00 3/90 Oea�e blank) ^ FAPPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Mawchusetu Electrical Code. 527 CMR 11:40 (PLEASE PRINT IN In OR TXPE AI.I, INFORK&TION) Date_ City or Town off j- Vgz To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described bolo:+. Location (Street & Number)-2glQ� 0 Owner or Owner's A Is this petreit in conjunction with a building permit: Yes X No ❑ (Check Appropriate Box) Purpose of BuildingWcu--) ,4 d mp Utility Authorization NO. 1 q 3 — Existing Service Amps / Volts Ove- :cad ❑ Undgrd ❑ Poo. of Meters New Service l�..bd Amps " /b volts Overhead ❑ Undgrd ® No. of Y,eters�^ Number of Feeders and Ampacity v '- 4M 41 ; M e Location and Nature of Proposed Electrical Work i► /- I I ., t c1 1 t No. of Lighting Outletf No. of Lighting Fixtures No.1of Receptacle. Outlets No. of Switch Outlets No. of Ranges No. of Disposals No. of Dishwashers No. of Dryers No. of Water Heaters No. Hydro Massage Tubs OTHER: No. of Hot Tubs Swimming Pool Above M In- grnd. L-1 grnd` L�J No. of Oil Burners No. of Gas Burners No. of Air Cond. Total rotas_ No. of pwntTotal Total Pumps Space/Area Heating KW Heating Devices KW KW No, of o. 6z Si ns Ballasts No. of Notors Total HP v� t F/art el a Re) 43 No. of Transformers Total KVA Generators KVA No. of Emergency Lighting Battery Units FIRE ALAMS No. of Zonea No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Detection/Sounding Devices 11Municipal ❑ Local Connection Other Low Voltage INSURANCE COVERAGE:• Pursuant to the -requirements of Massachusetts General Laws I have a current Llabilit insurance Policy including Completed Operations Coverage or its substantial equivalent. YES 0 NO 1 have submitted valid proof of same to this office. YES C1 NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE � BOND ❑ OTRER ❑ (Please Specify) _ Estimated Value of Electrical Work Sy'F� ,�l� ! I /� � ! (Expiration ate Work to Start Inspection Date Required: Rough ^ Final Signed under the penalties of perjury: FIRM NAME -TYhPC C 211Caz,nt;11 K1 Eke ,<: Licensee , Signature_ Address---=� -4 1, anil. � S bWNERIS. INSURANCE WAIVER: I am aware that the Licensee stantial equivalent as required by Hassachusetts General application waives this requirement. Owner Agent T-tn„hnap Nn. LIC. NO. Jr yX/ v LIC. NO. Bus. Tel. It. Tel. No. e n t have the insurance coverage or its sub- aw and that my signature on this permit (Please check one) PERMIT FEE S t Date ......;/... d. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .............l........................................................................ has permission to perform ...... f'.0..........�......................... wiring in the building of ........ ................................... at ...:...�C! . !..`+'1?.v........!1.!� , North Andover, Mass do Fee ....�`�.) ............. Lic. No. ...�.........` LEcrRICALINSPECTOR Check # 4474 � (-�ca1/mJ� mbrW¢Q Official Use.Only LI %I Pcrnut No. �V7 o/}ira�Iic¢depar(nLanl e ry. i� Occupancy and Fec Clteced Y BOARD OF FIRE PREVENTION REGULATIONS (Rev. 111:99j Ilcave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work io be performed in aecordancc with the Massachusetts Electrical Cnde (,`IEC), 537 Crr\IR 13.00 (PLE:ISC PRI.V•T liV I:VK OR TYP ALL INI"ORAI,17t0N) Date: City or'To)tin of: /'dpR- A r,d6 PIS Tothe hispeuoroJ•FYires: JC1U 'a'�f By this application the undersigned Lives n°t'ee off is or herr weation to perform the electrical work described bcluly. J C1 01% �1n /- Location (Street �C t\u ttl>cr) ' (� tw m ll! (� d, - Owner or Tcliant1 %, I ,� Tclepltouc \o. - % �60- Owner's Address 05• •2-P) A -d Sa (e -T p Is this permit in eonju7e-5 un with a buildin;Ifpermit:' Yes `❑ Nu FT (Clicrl;:\pprnpriatc Box) Purpose of lluildin„ Ide Yl i- �I Utirt.:\ulhoriza(iun No. . Existing Set•ViCe Amps / Volts Overlicrd ❑ Uniigrd ❑ i1'v. u(1lcicrs Ne,v Seri -ice Amps / fulls Ovenccad ❑ Undgrd ❑ \'o, of:lleters Number of Feeders and Anipacily Locati.un and Nature ul' Proposed Electrical )York: t Cum+ letion ufthe fulluiring ruble ural: be waived b, the /nsn •ctor of IFi Fir— m No. or Recessed Fixtures No. of Ceil.-Susp. (Paddle) Fats � s. ' °' °f ! otal Transformers KVA No. of Lighting Outicls No. of Ilot Tubs Generators KVA No. or LiohtinQFixtures b Swiuulriva Pool Above ❑ In- ❑ b arid. orad. i 0.0mer-enc tg uulg IBattery Units No. of Receptacle Outlets No. of Oil BurnersFIRE AL, ub -ifs No. of Zones No. of Switches No. of Cas Burners- No. oTlYetection and I Initiating Devices . No. of•Raiiues No. of Air Coiid.•,. Tons) INo. of Alerting Devices \o. of Waste Disposers I•Icat Pump Totals: i•.umber ;);ons••,--• _11 - Nu. of a I- ontaincd Detection/Alerting Devices No i\u. of Dishwashers S pace/Area Hearin KNV g ❑ tlltulicipa ❑ Other Local Connection No. of DryersiHeating I Appliances 100 IJecurity Systems: j No. of Devices or Equivnient It`+u. 01.1 ater h`v Heaters t\o. ��!' 1 0. of Sins Ballasts Lala 1Viriug: ---� \'o. or Devices or Equivalent No. Hydromassage Balhtubs No. of editors Total I11' 1•elecommunications •ir ng: No. of Devices or E uivalent T� OTHER: �G dt(ach addnronat detr:r( if t:estred, or as required br the /ns/:ector of {Vires. INSURANCE COVERAGE: Unless waived by the owner, uo permit for the performance of -electrical work may issue unless the license: provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. 11te undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSUR-ANCE- ❑ DOND ❑ OTIIE•R ❑ (Specify:) (E.cpiration Datc) I Estimated Valuc of Electrical Work: (When required by niumcipal policy.) `,York to Start: Inspections to be requested in accordance witli N1EC Rule 10, and upon completion. certifj, ruu(rr r/repaints ntrrl pens/ties of per rvr1, lltut r/te (rrfurnratiorr ay(lris n/+ptiCrrriure'is true and complefe. +! FI101 NAilIL: � !� � D � `(/fes �' Sc'/�s LIC. NO.: �G Liceusce:,/�-'Al-C11:11 s7/ - Si;naturc (/j oppticub e, r ter "�w.mth r t In e/ic re number) c.J Bus. Tel No.: �' r Address: � �% `C/lr r� ���o,� Alt. Tel. No.: OWNER'S 1NSU RANCE NY: IVER: I am amare that the Ltfccasee dot's not have the liability insurance coverage normally 1' required by law. By rtiy s;�_naittre below, I hereb • wai\•c this re uircnicnt. I ani the check one ❑ �_cnt. q ) q ( ) ❑ ow 1cr owner's a Owner/Agent Signature Telephuac No. PjiR+IIIT T- E- S t COMMONWEALTH QF MASSACHUSETTS OF ELECTRICIANS REGISTERED SYSTEM CONTRACTC ISSUES -THIS LICENSE TO JEWEL PROTECTIVE. SYSTEMS IN MICHAEL A -DECOSTA 8 IRENE AVE BILLER ICA MA .0 1821-501 1526 C 07/31/04 331443 D artment of Peblic Safety y One Ashburton Place,' Rm'l 301 Boston, MaA,2108-1618 License: SEC SYS CERT. CLEARANCE Sirthdate: 08/21/1963 4mbw. SS CC 000516 Expires: MICHAEL A DECOSTA fQ BOX 47 MALDEN,MA 02148'. 0VARTMM0F4*Z*w Lkem.-'SEC M CART. CLEARANCE "w" CC 000616 slrthsl�te#.:,0000953 A r 004 Tr. no: 249 3`� 9 if AICNAELA DEGm 10 BOX 47 A. Al Z AALIDEN, MA 021 coffmftswlw Restricted To: 00 i top for n"ptand dump of address DIG SAFE CALL CENTER: (888) 3447233 I Location No. A. 15 4173 Date ` `1 �°� DO 3 ,.ORTM TOWN OF NORTH ANDOVER A Certificate of Occupancy $ �� s'•^ t<� Building/Frame Permit Fee $ y ACMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �d Check # x636) /�1 K�- Building Inspector 2003 10:18 AM MORCHIONDO&ASSOCIATES 7e1 43e 9654 P.01 ... .......... _. 4* r,e t'K -rY',A,P&few' & 9 PALOMINO DRIVE 'R0 r' S651,34'211 2'� 73, 77? R-325.00' '34'22-C 69.22' 0. N\1 0c >R 15.8's 70P FOUNDATION„ LOT 13 ELEVATION= 154.86 12671 S.F. 0,29 Ae. el LOT 12A Mi 14207 S.F. 0.33 AC, LOT 11A 12409 S.F, 0.28 Ac. dt J"A OF t 58,17' -4 N66'44'16"'W 71,72' 3TEPHEN M. 20, 4 IMELESCIUC N WIOE SEWER EASEMENT No. WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING 15 LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATICN, IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. aro Mn INGIUMDAYOGUMIJ LLA", ,L0 12A FOREST VIEW ESTATES 12ARCHOOMEDA ck &ST50C.01up. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE 1 PULTE HOMES OF NEW ENGLAND, L.L.C. STONEHAM, MA. 02180 257 TURNPIKE ROAD, SUITE 200 (781) 438-6121 SOUTHBOROUGH, MA 01772 SCALE- 1 30' DATE: 4/15/03 Date...�1..�/. 4 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ......C` has permission to perform .... A�4 !/..` ................. plumbing in the buildings of ... .. f ..................... . at .. .. . , J...........% .... ..... North Andover, Mass. r- Fee ?. 1? ... Lic. No.f ���.... . ? c.... ... . PLUMBING INSPECJ-,b Check # J 7 /) 5599 i b I T 0 W N O F MASSACHU;VoSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING 03 Mass. Date S' 19 Permit # (� -• i 11 Building IVBu=��s New i-1 ,Renovation El/Vi j.nl1.oln s Name Type of Occupancy Replacement ❑ '` Plans Submitted: Yes 17 No ❑ FIXTURES Business Telephone 7a Name of Licensed Plumber Check one: ?-.Cerporation ❑ Partnership ❑ Firm/Co/f Certificate a;// INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes No ❑ If you have Aecked yes, please indicate the type coverage by checking the appropriate box. A liability Insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature o1 Owner or Owners Aaent Owner ED Agent L-1 I hereby certify that all of the details and information I have submitted (or knowledge and that all plumbing work and installations performed under pertinent provisions of the Massachusetts State Plumbing Code and 1=Y_ Titre ication are true and accurate to the best of my its application will be in compliance with all Laws. City/ Town Type of license: Masts �" our an [I Ati+IiQVM (Z)FFVCE —OWL—YT— i;cense Number Irl J EN MEN 'ru"iiNr�n',wo■�"■iiiiCON O� VIE NEMESIS= ON MENEM MEN monsoons OEM 0 ME NONE son soon NONE SEEM MENEM MEN so 0 ONE SEEN M Emmons MEN No E Business Telephone 7a Name of Licensed Plumber Check one: ?-.Cerporation ❑ Partnership ❑ Firm/Co/f Certificate a;// INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes No ❑ If you have Aecked yes, please indicate the type coverage by checking the appropriate box. A liability Insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature o1 Owner or Owners Aaent Owner ED Agent L-1 I hereby certify that all of the details and information I have submitted (or knowledge and that all plumbing work and installations performed under pertinent provisions of the Massachusetts State Plumbing Code and 1=Y_ Titre ication are true and accurate to the best of my its application will be in compliance with all Laws. City/ Town Type of license: Masts �" our an [I Ati+IiQVM (Z)FFVCE —OWL—YT— i;cense Number Irl Town of North Andover Building Department 27 Charles Street North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-95.42 APPLICATION FOR CERTIFICATE OF OCCUPANCY / ]NSPFrTit)1y -- Ar3DRBss LOT NUMB ER �. �' SUBDMSIONr��S_«!� DATE REQUEST FaM ? —®v2 --03 DATE READY FOR INSPECTION F S O T DAT ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS MdE FRAME. A RE INSPECTION FEE OF TWENTY FIVE ($25.) DOLLARS WILL BE CHARGED. IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFIC r. U— SF ONLY ROUTING D.P.W. — WATER DATE D D.P.W. MUSTINDICATETHAT THE WATER METER HAS BEEN INSTALLED FRION �l INSPECTION EQUESTTIDATE. 'PION I si U) M Cf) 0 M v CO) d C � N1CD C7 Z y r C � ? C C.CD y o p CLCD O Q %C co CD CD o CD w a C CD y C'CD C� O y C=D I � v y O CD Z n O CD 0 CCD I O =r C• VJ N = 0 :w Ott. Ix a: C• Q G C/) al O cn x C/) cn ID »mm n O 0 n cn O Z _n C7 y' ?s H• y C�l cn �� O.. rn T O CA.m d .. L O O my O � O c CD O O -I.'= CD =r CD CD _ 2 cn cn y �C OO ..s G O ;� W O. O =r C• VJ N = 0 :w Ott. Ix a: C• Q G C/) al O cn x § ID »mm O n0 -1 �' n O Z _n C7 y' ?s H• y M O.. ® T CA.m d .. L O O my O � y CD O O -I.'= CD =r CD CD _ 2 y �C OO ..s G O ;� W O Z1.n 2 � O ti C9 m a .1 C _ H CL EO 0 3 p C=D C O H t� 71 C'3-0 o. m m "M m 9 O �N � d H o °D n co ��3E a H Co loft H wco Amo N i .00 . CD = Nob m m •o CL -0 CD :)0 . �. O o0-4 o w aGc 0 0 :w Ott. Ix n z G G C/) al O cn x �j G7 CA.m y W C 1 00i 0 g. Date.. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that " has permission to perform ..... plumbing in the buildings of ............. ............ at . ............ North Andover, Mass. LU�N INSPECTOR Fq�Z. . . Lic. N0/57;0 .. Check # r --If '/Z / 6U'- 7 7 At MASSACHUSETTS UNIFORM (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Location New Renovation NO FIXTURES TION FOR PERMIT TO DO PLUMBIlV Date V,06A�—�`� r 'e— Permit #--,e g Amount C�6-17- /—,4 ^4 iZ' s Plans Submitted Yes ❑ No ❑ (Print or type) Check one: Certificate Installing Company Name VCorp. Address Serra. c' &'4 c. sv J4V Partner. Fc Business Telephone Firm/Co. Name of Licensed Plumber: ,S -r:, C 1� Insurance Coverage: Indicate the type of�msurance coverage checking the appropriate box: Liability insurance policy Other type of indemnity BondE] ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent F1 I hereby certify that all of the details and information 1. have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusey7Sgte Plumbing Code, aig�hapter 142 of the General Laws. y: OVER (OFFICE USE ONLY Type of Plumbing License icense MUM= Master t Journeyman 11