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HomeMy WebLinkAboutMiscellaneous - 14 PALOMINO DRIVE 4/30/2018 14 PALAMINO DRIVE J 210/108.C-0048-0000.0 1 A Location No. - ' Date r NORTN TOWN OF NORTH ANDOVER O:o°,t`•O '•,MOR . i , Certificate of Occupancy $ Building/Frame Permit Fee $ s�CMus Foundation Permit Fee $ Other Permit Fee $ el TOTAL $ Check # V 7 r' v - Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: a2 10 DATE ISSUED: X SIGNATURE: r Building Commissioner/1for of Buildings Date "'q SECTION 1-SITE INFORMATION I Z 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O Route 114, North Andover. MA 108C P 48 (� Map Number Parcel Number 1.3 Zoning Information: U r r` 1.4 Property Dimensions: Residential Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided 1.5. Flood Zone Information: ys 1.7 Water S�rply M.G.L.C.40. 54) 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ J SECTION 2-PROPERTY OWNERSHWAUTHORIZED AGENT rn 2.1 Owner of Record Name(Print) Address for Service: SignatuTelephone 2.2 Owner of Record: Ao V Name Print Address for Service: O Z Signature Telephone M SECTION 3-CONSTRUCTION SERVICES QO 3.1 Licensed Construction Supervisor: Not Applicable ❑ Jeffrey J. Masterson Licensed Construction Supervisor: CS 058579 O PO Box 196, Danvers MA 01923 License Number Address M 7 03/25/2002 f - < -7711 t • ? Z, Expiration Date ic Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name Registration Number M Address r Expiration Date ^z Si nature Tele hone V SECTION 5 Descri tion of Proposed Work check appHcable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition X) Other ❑ Specify Brief Description of Proposed Work: Remove existing metal building SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be '0Fot.L&L USE QNLY ' Completed by rmit applicant 1. Building (a) Building Permit Fee $5,000-00 Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3. Plumbing Building Permit fee(a)x (b) =woo 4 Mechanical HVAC • 5 , Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby auth rize_7 to act on obein tters relative to work authorized by this building permit application. Date OW R/AUTHORIZED AGENT DECLARATIONas Owner/Authorized Agent of subject lare a e statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief 11 talVtik��� ` . Print Na e Si a o Own /A Date NO.OF STO SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS- SPAN sr 2 ND 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DMENSIONS OF GIRDERS r rrrr+r r-r i�r riV rnm A-FTf\l,r rr-.rr�urriJ ce Town of North AndoverNORTF{ qti Building Department 3�o`st` o +6 °o 27 Charles Street ti North Andover, Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 '9 fUm. .MKF 1' Building Demolition Affidavit �9SsgcHus���y DATE ,4 OWNERS NAME &ADDRESS 144F617 ; tr d 0 AC S F4 Le,S _j_ c L0 t PROPERTY LOCATION ML" 114 DESCRIPTION jGIg�T.�L / yc`b 6 CONTRACTORS NAME &ADDRESS J71 #146TA Sum A -� `moo 1L5' ,+zNOVLP)�eA � ��37 7� 77V k-7 DEPARTMENT SIGN-OFFS c� D.P.W./WA R SEWER t < w GAS � 6G ELECTRIC /pp TELEPHONE Cw CABLE TAXES POLICE FIRE #jq -Tbe b r EXTERMINATOR • DUMPSTER-ON/OFF STREET DIG SAFE NUMBER o2D00 - BLDG. INSPECTOR DATE RECD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone am a homeowner performing all work myself. F-1I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: J. Masterson Construction Corporation Address P.O. Box 165 City: Hathorne MA 01937 Phone#: 978-774-8782 Insurance Co. Acadia Insurance Policy# WCF 1300518 Company name: Address City: Phone#: Insurance Co. Policy# Failure to secure cover 53 required j4nder Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or ne years'imp meant as wel as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understa that a c y statem t may be fo5ed to the Office of Investigations of the DIA for coverage verification. I do herby ce un r t par d penalties of pthat the information provided above is true and cofrect. Signature `` Date -UU Print name µ S VV1--a-STAA-S u ti Phone# q - 7 7 q 6'7 r Z Official use only do not write in this area to be completed by city or town official' ❑ Building Dept []Check if immediate response is required Building Dept ❑ Licensing Board ❑ Selectman's Office Contact person: Phone#: ❑ Health Department ❑ Other FORM WORKMAN'S COMPENSATION ffi �1te -.,ommaa�uueal!!� o�,�aJ BOARD OF BUILDING REGULATIONS } License: CONSTRUCTION SUPERVISOR I i Numbi;.:dS 058679 Birthc�at�` a 9 rQ31202 Tr.,no: 21646 Co Restricted 1` Y :✓ t JEFFREY J MANS,/ t Po sox 196 •^��-:�� D. {{ t DANVERS, MA 01923 Administrator Ci 1 MAY-09-100 TUE 09:26 ID:N ANDOVER FIRE DEPT TEL NO:508-688-9594 #017 P02 MAY- 5-00 FRI 9:04 AM P, 1 JAN-Z?-1900 1554 P.02 oi ,, tat 50$4070040 0002 'P1R,i'1.1�1011�d %-own - � ' ! 1 Tarawa of xo"k ; i x64s � g�0 ,M 1 Raft a tot 4h ' a t ►a. PRAAW. • MUM . r r - TOFA16 P-ca TOM P.01 sora. P,02 i TOTAL P.02 2 06/09/00 FRI 11:28 FAX 7812330900 Thomas Gregory ASSOC Q002 ACORD. CERTIFICATE OF LIABILITY INSURANC ID »�oda OATE(MMNDmI) PRODUCER THIS CERTIFICATE 1S ISSUED AS A MATTER OF 0610-9100INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Thomas Gregory Associates Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 605 Broadway ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Saugus MA 01906-3200 Phone:781-233-0600 Fax;781-233 0900 INSURERS AFFORDING COVERAGE INSURED INSURER A: Acadia Insurance INSURER B: J. Masterson Constructio i Corp Jack leas to son INSURER C: P.O. BOX 1S INSURER D: Hathorne MA 01937 .. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISStED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT;R OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICA i E MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES(ESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDI(IONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REOU:ED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POI ICY NUMBER OA �n PDA EXPIRATION TSNIMT MM LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY CPA13005 L5 05/21/00 06/20/00 FIRE DAMAGE(Any ons("I_ S 100,000 CLAIMS MADE I x I OCCUR MED EXP(Any w*perso(j) $ 10,000 _ X Per LOC. _Agg PERSONAL BAOVINJURY S1,000.'000 GENERAL AGGREGATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $2,,000,000 POLJECT ICY PRO- 17 LOC '• AUTOMOBILE LIABILITY A X ANY AUTO XAA13005 .6 05/21/00 06/20/00 COMBINED SINGLE LIMIT $1,000,000 (Es soddent) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS s (Per person) X HIRED AUTOS X NO"WNEO AUTOS 90014Y INJURY $ (Per accident) NX Physical Damage $500 DED"TCTIBLB ._ .._. PROPERTY DAMAGE $ COMP. 6c ':OLLISION (Perszident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO -.. OTHER THAN EA ACC S AUTO ONLY: Ate. $ EXCESS LIABILITY EACH OCCURRENCE $5,000,000 A X occuR 17 CLAIMS MADE CUA13005 .7 05/21/00 06/20/00 AGGREGATE $S10001000 s _ DEDUCTIBLE s RETENTION $ WORKERS COMPENSATION AND _ • A EMPLOYERS LIABILITY TORY LIMITS g ER PiCF13005;.8 05/21/00 06/20/00 EL EACHACCIDENT $500,000 E.L.DISEASE-S:AEMPLOYEE $500,000 OTHER EL DISEASE-POLICY LIMIT s500,000 A Equipment Floater CPA13005! 5 05/21/00 06/20/00 Rented $200,000 DESCRIPTION OF OPERATIONSA.00ATIONS&TAICL,E&OXCLU910 IS ADDED BY ENOORSEMCNT15PKFAL PROVISIONS g ui ment Additional Insured! Town Of Norti Andover; Job:Rte 114 North Andover, NA CERTIFICATE HOLDER y I ADDITIONAL INSURE NSURERLEMR: CANCELLATION HORANDO SHOULO ANY OF THE ABOVE DESCRIBED POLICIES IO CANCELLED BEPORE THE EXPIRATIO DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of North Andover NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT Building Inspector BUT FAILURE TO DO 30 SMALL Town Ha1l IMPOSE NO OBLIGATION OR UASIUTY OF ANY KIND UPON THE INSURER ITS AGENTS OR North Andover MA 01$45 REPRESENTATIVES. ACORD 254S(7197) OACORO CORPORATION 1988 NORTH Town of 4Andover *"RA =_ - - �` dover Mass. ' O � oo COCHICHEWICK �� ' ' %S�RATE D P.Pa,`,�5 BOARD OF HEALTH Food/Kitchen PERMIT T Septic System Od M� BUILDING INSPECTOR THIS CERTIFIES THAT... !r.�...............�........................ .77-W. .�.......4�... .......................... .......... Foundation has permission to i @ t.. .e..M..0..... uildings on . .1 s..,L T��p�k'a Rough to be occupied as .. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the plication on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construc ion of Buildings in the Town of North Andover. 0) lop 8 C #0 C/; . PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. 4-34RO sw� Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC ON4Rough ... ............... .......................... ........................................................ Service BUILDING INSPECTOR Final GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE _ Smoke Det. No 2370 Date...... NORTH 1".. ",+ a TOWN OF NORTH ANDOVER PERMIT FOR WIRING SACMU`�� This certifies that -� P ' l U h c ri o f ................. .................:................... ............................. has permission to perform ........... .............. ................ .................................. wiring in the building of.......... '..... .f. ................................... a at....lY.....� �.n.t.. .0....QA <..................,7. , ass. Fee. v. .:.�.. Lic.No77111 7f` ...... �1 ELECTRICAL INSPECTOR Check # I/ � WHITE: Applicant CANARY: Building Dept. PINK:Treasurer 7HE09MM0AWE4LTH0F11LtMC UU,SE77S Office Use only DEPARTARATOFPDBLICS41E7Y Permit No. 02 3 7 C) BOARD 0FFMPREVFV770NRE6UTA770AN527CMR12-00 Occupancy&Fees Checked APPLICA TTONFOR PERAlflT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 / (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date (� Town of North Andover To the Inspector of W ires: The undersigned applies for a permit to perform the electrical work described below. PARCEL Location(Street&Number) �,(�T d��� `��� S%� . ��/ ����.Ki,�Jo /�iL�l,✓� Owner or Tenant .►'�Sir �GV e old plc ,v �- v Owner's Address Is this permit in conjunction with a building permit: Yeso (Check Appropriate Box) Purpose of Building ,SL%w gre /'avnw� .`%.�j i o') Utility Authorization No. Existing Service Amps 4V / OVolts Overhead Underground ® No.of Meters New Service Amps / Volts Overhead Underground No.of Meters N;.•nber of Feeders and Ampacity Location and Nature of Proposed Electrical Work J nKiq �r ii,Io.of Lighting Outlets No.of Hot Tubs No.of Transformers Total / KVA No.of Lighting Fixtures Swimming Pool Above M Below Generators KVA 0 and ground14114 No.of Receptacle Outlets /2 No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Sumas No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals N1 Heat Total Total No.of Detection and PUMPS Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained 1,,4 3 1 r Detection/Sounding Devices (� No.of Dryers Heating Devices KW Local 01 Municipal © Other Conncctions A;Q.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total OTHER Coveragr:.Plasm$�theregmanaisofNlas�dllisGaraallaws IhavzaarnaBLiab�ityfin�aarrel�Lg irrhrdmgCarrrpkte Covaagecrilssaleq�tivalt3rt YES NO a Ibawafi tiodvalidpudofsametotheOfceYES M NO Y3tubaedvlodYESpleasealcetlletFcfwzaWbydredcrgthe qpqiialebox INSURANCE M BOND 01I1EZ (se Spx i fY) E*McxlDale Eslinia1DdValuedUocftJcalWoik$ WcdcmStart ItspadmDakRegtxsWd Ro# Final sgnedun±rTrRn,hmofpmw FIRMNAME �k�x_r Ta r ZO A e.ee 4� --fir Licamilb �y Lioa�see tiC��ll fo wt � sigt>rdtae � � �/x✓L/ Licec�seNo 777 / 6/i' ,,rr BusaltssTeLNo. >-Asn yt2 7y/7 Adi= 1,214 OWNER'SINSURANCEWAIVER;Iamaw&et vi*ELio wdoesmtimtd eir>stua we critsabstzt legrAutasieq edbyMasmdmsettsCvr=dlavvs arldtliatmysig}nkaemOnspantappli _W&V sthisregmanart. (Please check one) Owner Agent a • Telephone No. PERMIT FEE$ Signature ot Uwner or Ag=n tr~ COMMONWEALTH OF MASSACHUSETTS . s OF ELECTRICIANS !, REGISTERED MASTER ELECTRICIAN ! ISSUES THIS LICENSE TO.. 5`. 1I` WILLIAM ,K 'STRITCH ic Ii 1256 LIT'CHFIELD RD `7) BOWDOIN ME 04287-7016 777MR 07/31/01 021309 EXPIRATIONDATE Fold,Then Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS DIVISIONOF REGISTRATION OF ELECTRICIANS ; AS A REG JOURNEYMAN ELECTRICIAN! ISSUES THIS LICENSE TO r WILLIAM K STRITCH ! � 1256 LITCHFIELD RD. I� BOWDOIN ME 04287-7016 i 1707JR 07/31/01 021310 r Fold.Then Detach Along All Perforations . N° 2 '16 9 Date..... .. .�� �� . ,aORT►, OL TOWN OF NORTH ANDOVER 3? ea',r ... '• e o = PERMIT FOR WIRING ,SSACNU5� This certifies that .......a�:�.'....�-` `� � �................................................= f c�,2 �c _� 0C .................... has permission to perform ...S e„(( v c f .................................................................. wiring in the building of.... o,r.`'S ...... ........f ................ at......�.��.... �C f(�,.�(,J.�'�...... ..:................ ... .North AndoWli,Mass. Fee..IW Lic.No.7./� �� �\ ...../ � ' L ELECTRICAL INSPECTOR cl ( WHITE: Applicant CANARY: Building Dept. PINK:Treasurer THECOMMONWF.ALTHOFMAS.S'Aa&mm Office use only DFPARTAIENTOFPIIBLICSAFM Permit No. L9� I t0 l BOARD 0FFIREPREVEM70NMGM4T10ANV7CWR12 0 Occupancy&Fees Checked APPLICATIONFOR PERMIT TO PERFORM aEOWCAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 12 a S'0d Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) Y41AI 2e57VlekJ &57 IT, — Owner or Tenant /✓E:S/T-/ / �UELaPh'1�111T� Owner's Address t� SU Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) Purpose of Building &P n T17p -1 4l4 Utility Authorization No. 001�d Existing Service Amps / Volts Overhead Q Underground No.of Meters New Service y0= Amps volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work _1h17-b4qr✓:' PUA110 S?X7-/AV �o.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA ground 0 ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipala Other Connections Nb.of Water Heaters KW No.of No.of Si Bailasis r. Hydro Massage Tubs No.of Motors Total HP Y OTHER IrstrareCo Pt�arattih�tlteregtmana�ofTvl�sadC>t�ta�Laws IhmeaamatLi iryhwatoePbticytrtdud¢gCat#AkCaeWcrtsgksUtdeqzvalat YES NO Ihmesubmimadvalidpoofaf tothe0�YES r7 If}wha%edtadwdYES,pk%eindicetkteWcfwmaWbydxr�gthe approprratebac W5l1RANCE BOND OTHER F-1 ftmSpaffy) a4C;= Expaaoa C&$ tv/Li- C WC&IDS�rt ^d0 rr�>�D*RaquMWd F avaluac#I~5emFinal $ Isvo.ao Signed tnder't�ie Pdralbes ofpajtay. FIRMNAME 4/lJ'��/vE 6LEenejr ! C• Lio wry 7 7 mg, Cicalae_/ UAV97 7 2 A k Btsi=TdNa _!oa3 ffy-/0/02 Address rOX a�7 s1 a►'I /�� Q.3o7� AIL Tel.Na1-= OWNER'SBNSURANCEWANER,IarrtawarethattheL w t t the ecgrm9entasmgtmadby C,ertaalLaws anddratmysigukmalthepemitappfradarwoesth mw,mnat (Please check one) Owner a Agent �) Telephone No. PERMIT FEE l/ •v d / C./ Location K-TI Loos/' , �P. �F��esl V�r� ESQ s) No. Sic Date MORTH TOWN OF NORTH ANDOVER }�o Certificate of Occupancy $ M�S Building/Frame Permit Fee $ 4 `== Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 5/ ThBu dl nii g Inspector c= PERMIT NO. SS9 APPLICATION FOR PERMIT TO BUILI)**** *NORTH ANDOVER, NIA AIAP NO. /p L' — g LOT NO. 4 g 2. RECORD OF OWNERSHIP C` DATE —ROOK !'AGE TANS yle SUB DIV, I,OFNO. L /Vet.Ti 3,A LOCATION /,IL OF BUILDING /'� ISA/o N/iao /JRi�✓�[- l T���x' 13 tE W �S , 2 �---- OWNER'S NAME 2 NO.Of STORIES SIZE� • Y J�(/& /�t S.'Ti 9e✓e ' Co �. OWNER'S ADDRESS Z 3/ S✓77-0^j r77 Aod./I.JelDv" M/f" BASEMENT OR SLAB /�,4Serf6.dT w/ Z S✓/�,Ced�/S __ SIZE OF FLOOR TMIBERS ARCIITIEC 1 S NAME ��s'n v c 77-6 --- BUILDER'S NARIS S,Pe ,`04 C'o,JP, C'o. if�4 sTe�tra C'o.,�l%-cv� SPAN — - — DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET � DIRIENSIONS OF POSTS _ A8833,000 OR_0N _- DISTANCE FRO41 LOT LINES-SIDES REAR DIRIENSIONS OF GIRDERS _ PERNM Wo) AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION =ra IS BUILDING NEW �/es SIZE OF FOOTING — x IS BUILDING ADDITION J'v MATERIALOFCHIRINEY IS BUILDING ALTERATION N D 1S BU1I.DING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODEY L=J IS BUILDING CONNECTED TO TOWN WATER ye BOARD OF APPEALS ACTION, IF ANY �p�� / �/ IS BUILDING CONNECTED TO TOWN SEWER Ye S -- { IS BUILDING CONNECTED TO NATURAL GAS LINE 1N5TUCTIONS 3. PROPER"I'Y INFORMATION LAND COST 'b /Z 5 EST.BLDG.COST7 3 PACE 1 �FILL OUT SECTIONS 1-3 � ESU.BLDG.COST PER SQ. FT. �- CMTIWC ;j EST.BLDG.COST PER ROOM ELEC'T'RIC METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERAIIT NO. A A• —_ ATTACIIED GARAGES MUST CONFORM TO STATE:FIRE REGULATIONS d. APPROVED BY; r PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR BUILDING INSPECTOR DA E FILED y c�, OWNERS TELH �Z -7 _. /6 / -- CONTR.T'LL4 f 7 6 - 77- - B 7e Z -S / o;;�'�7� �FFr�lA-sT��2s � z/ CON-TR.LIC# -- SICNA'IURF OF OWNER OR AUTHORIZED AGENT vvv ___- FEES -':lt779.TX� PERM IT GRANTED l�e C / 19 f9 Revised 5/5/99 JAI 6-7x747 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS APPLICANT Alesl•T! /,,e ye% T C'a:P • PHONE 9'79 -G 9 7- S',3'00 LOCATION: Assessor's Map Number /o8C LoT. '¢B PARCEL SUBDIVISION .�o/1cST✓i`E� tSi.¢T�S /avK�O aT�VT.`m� LOT (S) y STREET ST. NUMBER_ /!f- **OFFICIAL USE RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED IZ } PATE REJECTED COMMENTS Crol to 'Ud f S Sv-eJ TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS - FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT --• // /! RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm ' Town of i North Andover Planning Department :i Charles Street fomn Andover,SIA 01345 Tc: 6r ✓ s+64 Fix: Frcm: Date: Re: Faces: CC: C Ureenc C For Revie•;/ C Please Comment C P e Reil C Please Rem cie iNctes: 0+6 e �lLe� Kj--Qf -to 6 c mv LLtp Sl AVL C � v 4-c)`(Y-) U fJ10 Town of North Andover RECEIVED ot��",°°T OFFICE OF p R HAW �� g .0 COMMUNITY DEVELOPMENT AND S " � W. p NORTH ANDOVER 27 Charles Street WILLIAM J. SCOTT North Andover, Massachusetts 01345 1499 OCT 12 P 3' 4' 9SS4CHU5�� Director (978)688-9531 Fax(978)688-9542 NOTICE OF DECISION September 29, 1999 - Mesiti Development Corporation - - 231 Sutton Street North Andover,MA 01845 Dear Mr.Mesiti: Please be advised-that at their,regularly scheduled meeting of September 21, 1999 the Planning Board voted to APPROVE your application for a modification to a definitive subdivision plan, plan entitled "Road and Lot Layout Plan" drawn by MHG'Design Consultants, dated 12/12/97, revised 12/19/97, 1/21/98 and 8/20/99. The plan depicts a modification which relocates the pump station from Parcel B (Open Space Area)to Lot 2. In allowing this modification,Lot 2 may no longer be utilized as a house lot,and is to be merged with Parcel B. The plan was approved with the following conditions: 1. A revised plan must be submitted in accordance with Jim Rand's letter(Director of Engineering, Division of Public Works-attached)dated 9/21/99; 2. Additional screening must be provided along Route 114 so as to provide a more significant buffer between Route 114 and the pump station. 3. A Form A plan must be submitted to and endorsed by the Planning Board which will merge Lot 2 with Parcel B priorto the endorsement of these plans;and 4. The total-number of house lots previously approved by the Planning Board for the Forest View Estates Subdivision Plan is now eliminated by one house lot with the approval of this pump station; 5. The pump station must be designed in accordance with the previously provided renderings which were provided for approval of the Forest View Estates Subdivision Plan. 6. One certified copy of the recorded decision and endorsed plans must be filed with the Essex North Registry of Deeds and delivered.to the Planning Department prior to Form U Verification for the pump station being approved by.the,Itown Planner;AND 7. In no instance shall approval of this modification be construed to replace any of the conditions set forth in the originally approved For'estview Estates Subdivision Plan previously approved by the Planning Board than for what is expressly stated in this conditional approval. Sincerely, � eln &60 j, Allison Lescarbeau Chairperson,North Andover Planning Board BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 The Commonwealth of Massachusetts — Department of Industrial Accidents „a Office of Investigations F .Wr Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: {s.`1�• /�eve�%.-��.,,i �'���,o Location: �� esT ✓��w �ST.¢i�s /�v�, � S✓'-�i,o-J City A)o Phone 78 — G o 7 Ell am a homeowner performing all work myself. E:1I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. ComDanYname., J. _Masterson Construction Corporation Address P. 0. Box 165 City: Hathorne Phone#: 978 774-8782_ Insurance Co. Acadia Insurance PoliC # WCF1300518 Company name: Address City: Phone#: Insuran Co. Policy# Failure to secure cove e a required u der ion 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/o ne years'imp so t as well s civil enalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I underst that a cop of thr eme may be forwarded to the Office of investigatfons of the DIA for coverage verification. I do herby cerd der a sins penettles of r* ry that the Information provided above is true and correct. Signature —®ate 11-09-99 Print name Joh J. Mas erson Phone# 978 774-8782 Official use only do not write in this area to be completed by city or town official' l] Building Dept ❑Check if immediate response is required Building Dept Q Unt;ensing Board Selectman's Office Contact person: _ _ ______Phone#: ® Health Department Other 11,,,13a;19_J9 11: Ft'_ =i:',aE,F;`F::. Vit^ r The Cornmonwea/th of Massachusetts Department of Industrial Accidents Oi�oe of Investigations N V 1 Boston, Mass. 02 111 1, Warkm'Compensation Insurance Affidavit Pleeac Print �pcetlrx►: �-e,es-T"" v.C=e+J ,��,5?'.ti¢,s �'�:�.,� s%.:.o-J 78 4 f' 7- 5-, o am a homeowner peff ming all work myself, �1I wm a sole proprwetorand have no one working in any capacity 1 am an employer providing worketV compensation for my employees working or this job. Ali -c f`-A t --- Cityinu U`-11 a je-#, (.JPO-1 n � .. Poligy Company name, BMJ -- - - -�_-_— City: Phorte t: Failure to mury Coverape as required urWer SWIen 25A or MGL 152 Cdr,fedd to the imposition of criminrsi penatdee of s W up to$1,5m-00 and/or one years"Impnaaftt!tvtit a6+keit a Civii penaltree ir,the form of a STOP WORK GRpER and a IMS Of(9100-Cia)a Qat'80*1t 0 me. I ufldtirWAd that it copy of this satamerrt maybe forwerced to the orrce of in swigations of the 01A for emeralge verMbeRioe- 1 Ur Abby 4rItlU7 file�Ifi1a and &On of pl�fttry rho(the ttrform mV*nr prw4*d.dove tr true opo oGN'Y a $igga�ture --_Date (�� I I f/ Print flame � ��,��� - -- T --- ---.—Phone-ta)l�� �'1 C few use onty ao ran Wao in 1r*area le w Cornpwted by City w ro*n n'ficial' n BLu ding Dept C]Chw,kifimr ot0ty rsafwn.sr is twuAd suflt7yng Dept tJ Litman"8aerd p SeMcftwn`s Oft* Mealm Dopavtr»ent' D Cather i GTk 1�omr..xo�eelaE ✓�Csoa+ .aa � DEPARTMENT 0! PUBLIC SAFETY I CONSTRUCTION SUPERVISOR LiCENSIF i Mtim!►�r,� .- Expires: �i;�hudCe: i i �CS= 65$579; -83J2SJ?69P 03i�5f.9b9 ReseIo: 08 fr JEFFR i*1-.IASTERSON X PO 60X 156 DANVERS, MA K9" 7 F` 163-379 i a RPstr_r.ted �,. BB 1 � Cf ercloseo' SQace fi Mason v oniv i 1 § ? ami'v Homes The Commonwealth of Massachusetts j Department of Industrial-Accidents ,f Office of Investigations Boston, Mass. 02111 vit Workers' Compensation Insurance Affl Name Please Print Name:. ' Mocvlf"'s Fal/ Location: l (� Cit/ /()ori--k Arj bove Phone # 2Y- (A 2-5300 aI am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity (;Z I am an employer providing workers' compensation for my employees ^^working on this job. Cemeanvname: AeSI -f-� -EU 13Mer) V-_0 L) ,o Address a 3 L4"-atl Axl- so ; 4e. 021" Cihr A)cLA^ AN noy_e� Phone T-. 1�9g'(,&'r-]^S 30 o Insurance Co. Un'i Pax-; g,'c- 1nCurahcj Policv q *4—ey Comoanv name: Address Cit/: Phone Insurance Co. Police Failure to secure coverage as recurec under Section 25A or MGL 152 can lead to the imposition of cnmir.ai penalties of a tine up to 31,500.CC and/or one years' imonscrment as•.veil as c:vii penalties in the form cf a STCF wCRK ORCER and a fine cf(S10O.CO) a day against me. I understand that a copy ci this statement may ce forwarded to the Office cf Investicaticns cf;he GIA for coverage verification. !do hereby certify undo the pains and genaRies of pe jury that.he inrcrmaticn provided accve is;rue and correct. J Signature Date l Zl `lh Print name // ll lJ f-k '� Phone9-)E- 0'7-5,300 �Cc Y-'h � E 1 Official use only do not write in this area to be completed by c:ry cr town c r ciai' City or TcNn Permit/Licensino Building Dept ❑Check d immediate response is required [i Licensing Board C-j Se!ectman's Office Contac:person: Phone ❑ Health Department Other Town of North Andover k0RT;j Building Department °� `°° ° 27 Charles Street }°- L North Andover, Massachusetts 01845 � (978) 688-9545 Fax (978) 688-9542col `;; ,^ pe cec LAId c• a. pq'TFD rPp`y 4J C HUS��� APPLICATION FOR CERTIFICATE OF OCCUPANCY/ INSPECTION ADDRESS /S ,LV/6 m_ �a! fj jk �t/� f,�.vdlprse/Z LOT NUMBER__ y/+ SUBDIVISION 1a:j 3/ &/eqe j p� DATE REQUEST FILEDoa -�a DATE READY FOR INSPECTION/,-t� FrVIE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING CONSERVATIONj1i'f �'✓t/ DATE PLANNING _ it DATE2- D.P.W. — WA R ME DATE � O� DZA MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED O TO INSPECTION REQUEST DATE. SI AT PW AUT ORIZATION Location �04 �n t1,�hA I a o No. 00 Date -4r,21 - 0� NORTH TOWN OF NORTH ANDOVER N? • • OR • �, "t Certificate of Occupancy $ �ssA� u5E<�' Building/Frame Permit Fee $ Foundation Permit Fee $ a Other Permit Fee $ TOTAL $ j Check # 1001S') I ON Qa,(-- 1 5 3 3 0 / Building Inspector F i TOWN OF NORTH ANDOVER ► �' BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIE,RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: _�10 19 SIGNATURE: Building CommissioMkgjtor of Buildings Date SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number. rp �f?A/an1.11'lD ,D2/�� Map /d 8 Number Parcel Numbed 1.3 Zoninglaformation: 1.4 Property Dimensions: jPro�,�kdUwwZarin District Frontage f 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Provided R Provided a l.7 Water S 1.3. Flood Zone laformation: 1s upplyMGLC.40. 34} 1.8 SoweragaDisposalS tem:. Public ❑ Private 0 Zona Outside Flood Zone 0 Municipal ❑ On Site Disposal System 0 _ SECTION 2-PROPERTY OWNERSEE NAUTHORIZED AGENT 2.1 Owner of Record r pu`Te. Ile me- Cpa'a olf_ A11. Rd Name(Print) Address for Servic6: 55 ar7�� Signature Telephone 2.2 Owner of Record: Name Print Address for Service: A Si ature Tele hone r SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supeervissor. Not Applicable ❑ d Licensed Construction Supervisor. 07-239K' C ,2.2 'ek) /") License Number Address FOY Expiration Date Signature 0,e Telephone .. r a 3.2 egistered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number r Address m Signature Telephone Expiration Date � f i� SECTION 4-WORKERS-COMPENSATION(M:G.L. C 152 § 25c(6) ` Workers Compensation Insurance affidavit must be completed,and.'submitted with this'application. Failure to provide this affidavit will result j in the denial of the issuance of the buildingpermit. I Signed affidavit Attached Yes...... No........0 _ SECTION 5 Description of Proposed Work check all applicable) New Construction' Existing Building 0 Repair(s) ❑ Alterations(s) ❑ Addition' ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work j 14/n o of Sisa�t�).4 n9 l ly—L7 D✓!0 E' SECTION 6-ESTIMATED CONSTRUCTION COSTS ItemEstimated Cost(Dollar)to be Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b)''Estimated Total Cost,of O Construction0 S J 3 Plumbin OBuilding Permit fee(a)X>(b) 4 Mechanical HVAC 10 �j 5 Fire Protection Ul 6 Total 1+2+3+4+5... . . Check:Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT L ,as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 716 O�D property WNER/AUTHORIZED AGENT DECLARATION - ty v'�" as Owner/Authorized.Agent of subject p Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief 4>1 U,d sow Print N Signature of Owner/A ent Date NO.OF STORIES SIZE __ BASEMENT OR SLAB �yirr✓. ��- Q . ';,,� - 3 ..� SIZE OF FLOOR TR%4BERS 1 /7 2 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS 3 i HEIGHT OF FOUNDATION — d iI THICKNESS f' SIZE OF FOOTING X 4 MATERIAL OF CH14NEY e _. ares►C� IS BUILDING ON SOLID OR FILLED LAND ------------ IS BUILDING CONNECTED TO NATURAL GAS LINE lylesiti Dev Group Fax:978-5578160 Jun 13 2000 12:50 P. 13 �( ew ` FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. too■■■■N■odd m■■•m N m a m■a•■made Name■■•■/■■■■.a■m•■m■•....■■m N•a■■■.■t a N.•..■/m■ APPLICANT /-/,o p. so o rAleml 6va/wvW PHONE 7/5' a/3 ASSESSORS MA? NUMBER le&, C LOT NUMBER /�p SUBDIVISION V1(--W �57_'47�S LOT NUMBER % STREET P,410MI1?CJ ,09111, STREET NUMBER�? ■•■a■■N■r a•N■■■■■a a■■m r■..■■•■m.m r■•••■■■■•■•■■■■••■•■■■m•■■■•■m.■m.■.■■m m•■ OFFICIAL USE ONLY ■•r m N r m••••a■■■m m m m m.■■r m• .......mr..m■■am....e.r.rm....................... RECONUVfENDATIQK S F TOWN AGENTS ■N■ ■emr. ■mmr■ ■r x DATE APPROVED � Z CONS - VATTO A.Db STRATOR DATE REJECTED C0M1A7E`_rS / DATE APPROVED V T PLkNNER DATE RL-JECTLD COMMENTS DATE APPROVED FOOD INSPECTOR— HT—ALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-ESL DATE REJECTED COtv9yfE.N7S PUBLIC WORKS—SEWER/WATER CONNECTIONS D Y PE DATE APPR40VED FIRED PART1& DATE REJECTED COMMENTS RECEIVED BY BUU-DING INSPECTOR DATE s '1 Growth Manacement Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of.Ncrth Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information as requested 'below. Name of Applicant on building Permit (below) Address'of Property for Permit(telcw) eFer— !0( �ln n2i✓� N120 and Parcel ; Purposeof plication (check below) Phe rLe N mber of Applicant_ - ingle Family — 17 Two Family _`�K: Ub(L l�r�s'yl I the undersigned applicant for the above property attest that the attached building permit ;or which this EXEC MP-1710N section 8.7.6 of the North Andover Growth form is completed does comply with the EX Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the Suilding Permit. Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building (Department and is only officially accepted when the Building Permit ira issued. Based on section 8.7,6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement. restoration, or reconstr=icn of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. ByThe lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of;his Secticn 8.7 of the Zoning law. This application is for dwelling units for low and/or moderate income families or individuals,whereall of the co�ottions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For pes of this Section"senior,shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density, (buildable lots),below the density, (buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town, or other similar mechanism approved by the Planning Board that will ensure its protection. aclThis appiicatlon represents a tract of land existing and not held by a Developer in common ownership with an acant parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(Le. all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Sc:tedule e does not accommodate issuing a building permit in that Year,one building permit will be issued per Year pr Development until such time as the Development Schedule accommodates issuing building permits. Appli supply approved form U with this EXEMPTION. cant must Please provide any and all information that would assist the Building Oepartment in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attac^ed building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply, whether done to my knowledge or not, is grounds for refusal by the Building Oepartment to issue a Building Permit. Signature of Uwner or Authorized Agent wno signed the Attached Budding Permit Date This form must be attached to the Building Permit upon application for such permit. JAN-09-2002 03 :49 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 i VT mamma \ \ PA o)J0 DRI r r � � T `,1Jo,rr-' �` I `` i I \-r-L%834 :0 � f 158X3 I ` r s f o V" I1 14 -4-. ,� I Lo r - I - - " � BF= 150.3 — � 2 �- - `" M 15ox5 I "" BOT= Q (63 =143,L+7 r r PULTE H MEC RPORATION RESERVE5 THE RIGHT TO MAKE FIELD CHANGES TO 'PMIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER STE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IM THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION MTM THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 10 FOREST VIEW ESTATES MARCHIONDA & ASSOC•,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02180 251 TURNPIKE ROAD - SUITE 200 (617) 438-6121 SOUTHBOROUGH. MASSACHUSETTS 01772 SCALE,1"-20' DATE: 1/09/02 ✓/ie �n'Irr.dno�zruecr-Gt'/!, a. i F'LcAAlat;lt[�1F'(e4 BOARD OF BUILDING REGULATIONS r:y % License: CONSTRUCTION SUPERVISOR ati Number: CS 077396 " Birthdate: 03/02/196 2 t Expires: 03/02/2004 Tr, no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 b Administrator If_s i t i Fax:978-S578160 _.J Un 13 2000 12:54 P. 1�1 The Commonwealth of Massachusetts Department of Industrial Accidents Office oflnvestigationz Boston, Mass. 02111 Workers'Compensation Insurance,4ffidavit l Please Print i ------------ lam a homeowner penonning all work myself, -�`- -- -„ am a sale proprietor and have no one working in any capacity I - j am an employer providing workers' compensation for Rry employees wvr}cing an this job. Aless /J2a2, G�✓ r.2�� ��7-�0.2 xasil Insurance Ccs / G/ Ci'!? Comoan name: P hone t- Police# F,-alure to secure covage as required under Section ZSA or MGL 152 can lead to the imposition of criminal penalties of a rine up to S1,5C�.00 ano%or one er }tears' irnpriswvnent as sett as civ penalties in the form of a STOP WORK ORpER arid a fine of($100,Co) a day against me. I L"erstzu,d that a ccpy of this statement may be forwarded to the Office of Irn+estigatiOns of the OLA for coverage verification. co herby cervi,,urxter in&paths and penalties of perjury that the irdonnafion p,avichd above is¢Ue and correct. signature --- ------ --- Date Print narrle - _ _ Phone# of7iwl use only do not write in this area to be completed by city or town official' ricr, ,r:fimmctl;ele,�5ru:ns9csrequ,�d Building Dept ❑ wilding Dept O Licensing Board ❑ Selectman's Office -- -- Phone — --- ❑ Health Department ❑ Other d ,v 4Vi?(�,K,H.4NS COMpE.HSA770N BUILDING DEPARTMENT DEBRIS DISPOSAL FORM In accordance with the provisions 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 defined by MGL c 11, S 150A The debris will be disposed of in: Location of Facility l �� Signature of Permit Applicant � .. Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector 7 , i Sent By: PULTE HOME CORP; 1 401 739 6457; Aug-6-01 4:52PM; Page 1 /1 CERTIFICATE 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, Pulte Home Corporation of NE COMPANIES AFFORDING COVERAGE 205 Haliene Road,Suite 211 COMPANY A Pacific Employers Insurance Company Wa"vick, RI 02886 COMPANY B Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES 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. EFFECTIVE ]'EXPIRATION TYPE OF INSURANCE I POLICY NUMBER DATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511101 511/02 1 PRODUCTS-COMP/OP AGG. $15,000,000 ON AN OCCURRENCE BASIS PERSONAL&ADV.INJURY $15,000,000 EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: FIRE DAMAGE(Any one fire) $1,000,000 MED.EXPENSE(Anyone person) $5,000 AUTOMOBILE ..- -- .. .. COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 i 5/1101 1 5/1102 I (Owned,Hired&Non-owned) ADDITIONAL INSURED: EXCESS LIABILITY i EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 511/01 5/1/02 STATUTORY LIMITS EMPLOYERS'LIABILITY ............................................... ..................... I EACH ACCIDENT $1,000,000 MA,NVI SCF C4 309181 5 1 511101 5/1/02 i DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY I ; REAL AND PERS014AL PROPERTY,INCLUDING WHILE LOSS PAYEE: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: I SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBI F PER OCCURRENCE OTHER 1 I � I DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES!SPECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE HOLDER ANCELLATION Town of North Andovei SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF,WE WILL ENDEAVOR North Andover, MA 01645 TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE/_� F & W Partnership Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Lot # 10, Forest View Estates, North Andover, Massachusetts W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30.00 gpm AT A PRESSURE OF 63.52 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC F & W Partnership Fire Protection Specialists Lot W -10, Forest View Estates, North Andover, Massachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: / [ J TEST AREA 1 [ j TEST AREA 2 [ ] TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 42.00 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ]/ THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 qpm TOTAL, SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 96.46 psi AT 280.00 gpm OPERATING PRESSURE 73.20 psi AT 280.00 gpm PRESSURE REMAINING 23.27 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A [VJ BACKFLOW PREVENTER [ ] METER ( ] DETECTOR CHECK VALVE [ ] OTHER DEVICE v F & W Partnership Fire Protection Specialists Lot # 'f0, F6Yest View .Estates, North Andover, Massachusetts PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) . (psi) (psi) (psi) (psi) 1 210 30.00 945.00 0 0.00 100 111 8.550 0.000 0.000 73.20 67 .18 6.01 210 110 30.00 20.00 3 34.91 100 111 8.550 0.000 7.367 67.18 59.82 0.00 110 4 30.00 32.00 0 0.00 100 17 1.481 0.072 0.000 59.82 63.52 -3.70 4 5 30.00 9.25 32 3.32 120 18 1.265 0.111 0.000 63.52 62 .13 1 .39 5 6 30.00 13.50 3 1.99 120 18 1.265 0.111 2.925 62.13 51.49 7.71 6 7 30.00 7.00 0 0.00 120 18 1.265 0.111 0.000 51.49 50.72 0.77 7 8 30.00 3.50 2 1.33 120 18 1.265 0.111 0.000 50.72 50.18 0.53 8 9 30.00 3.50 0 0.00 120 18 1.265 0.111 0.000 50.18 49.80 0.39 9 10 30.00 1 .75 0 0.00 120 18 1.2.65 0.111 0.000 49.80 49.60 0.19 10 11 30.00 7.50 22 2.66 120 18 1.265 0.111 0.217 49.60 48.26 1.12 11 12 30.00 10.00 0 0.00 120 18 1.265 0.111 4.333 48.26 42.82 1 .11 12 13 30.00 3.50 2 5.30 120 9 1.400 0.067 0.000 42.82 42.23 0. 59 13 14 30.00 5.75 32 9.27 120 9 1.400 0.067 0.000 42.23 41.22 1 .01 14 15 30.00 7.75 0 0.00 120 9 1.400 0.067 3.358 41.22 37 .34 0.52 15 16 30.00 6.50 22 9.28 120 9 1.109 0.210 0.000 37.34 34.03 3.31 16 17 30.00 2.25 22 9.28 120 9 1.109 0.210 0.000 34.03 31.61 2.42 16 18 0.00 0.25 3 3.31 120 9 1.109 0.000 0.000 34.03 34.03 0.00 17 19 30.00 0.25 3 3.31 120 9 1.109 0.210 0.000 31. 61 30.86 0.75 A MAX. VELOCITY OF 9.96 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. tl .... ............ .................... .... ...... • WATER SUPPLY/DEMAND GRAPH Lot#10,Forest View Estates..North Andover:Massachusetts 1511.00 u... . .,_..._..:.... ... .., : 140.00 130.00 .. _. . .. . . ,. ... _ .. . .... 120.00 P 110.00 » ,. .. . ;. - .. --------,R 100.00 _. E 90.00 _ S 80.00 S 70.00 , U 60.00 w R 50.00 E 40.00 ; 30.00 20.00 10.00 _ �... ... ...... ._., .. .._ . ... _.. .___�. _ .__. _ 0.00 0 500 1000 1500 2000 Supply: 78.00 psi 1540.00 gpmem Demand: 73.20 psi 43 280.00 gpm _ FLOW tv :,t �2':.:..t r. »•`iS^.7�X �,"t,' ':A �~X' t b'Y:.' ft �':,•.:'1r{wA 3 M v �IY A lY 7 4. ./'4.e ( k" Y'' S C�tl �'!� p >'' ' y � r a�. �' � ,.4;t•��+-��- — �-vr � 31,�k�"� .�'�r ak�t��;,`�l,l�; t.,� <t1s ,f,t„ e s '��tFa"ya'� elf ;�wz s>,r�t j M1�Fi i { r Y � .:G' \,� ,.)`.,Rf r t+;�;,"� �,\fa,,t5 e' � '�YIt�;F.'•Y.a � �'",.k'. .� R� b'it4'�'�v��.N�� }i��Fl. 4,.33 (� �� �y4,��ht g i��!t.t`� t F d.i� 7h t t� C t r � z.:, ��; et t z t a'' f v._....S F t 4Y' ��r�b��'b"�. ��� .-•. .a Y,: 2'.` r ���:r '� � r ��T�� Zr1E z <a .r ':v+ S� * y '�, A.;tn• pdnr,.,r, � ,� r ;/ San, it ���� ,e:Y,�taltt'�Ut�r` 'i�8 ,ei,�Yt:>Wt2 is C'r'�a"��, 4e',v �d 1 $ �l,ta�, � , - .: ooz 311l1s - Qy0b .1,11JNb1L ORVO vro v*,fH4NCjS ONY-ONI MIN JO 'JNGO 31NO1. :%N'N?47lzj ONV I)NIMI)NItNI VIAI ic, '3 6 N D 3 V H M31A Oz Ql NV�6 3ilS G.ISOK)�d 3'41 -0 14011"Ir1a15w0 IKL 3I101 04 tl.40UO t'll ZIML KLVA NOLL 101 IMMOD 0131_' NIAL AVM r1f)MI(JO I.SC.04 3141 NI 3KOH 3KI 10 NQkj)(llILS14,1l H,j W TMJ) (110AV 'S11421N)asIM131 >171VG13S 133el '3,)WM'.YW3 IIS 'JI060tid AN"IH-v%- 1�1 11.10,\46 SII{) CU S20MV11'.) J'131,4 I)Iwri 01 _IHIMi 241 L=.109 -0* COS LLJ tit 0 q < In -Z 2 —79 L p O'l .........I INO,7Vd, 1A`1. 18.200"D 18.36AM PULTE HOP1E CORPORATIOH OF HE 110.81_'4 P.2:'10 Permit Number MECeheck Compliance Report Massachusetts Energy Code IAECcl eck SoO,ware Version 3.2 Release la Checked By/Date '1'ITLE:Lot�#10 Wellington Elevation#3 , i C1T1.North Andover STATE:Massachusetts H.DD; 6322 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:!01/18/02 PROJECT INFORMATION: Forest view North Andover MA, COMPFINY INFORMATION: Pulte home Corporation NOTES: Customer purchased a walk out basment,finished rec.room in basement, a tripl4indow ILO a twin,4 additional windows,2 sliders w/transoms 11.0 2 t«in windows,a transom package;&R-15 wall insulation, COMPLIANCE:Passes IvTaxiinum UA=676 Your Home=641 5,2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value Ti-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 ?p Exteriot,Wall l; Wood Frame, 16"o.c, 576 15,0 0.0 44 Exterior Wall 2: Wood Frame, 16"o.c• 396 15,0 0.0 30 Exterior Wall 3: Wood Frame, 16"ox. 621 15.0 0.0 48 Ext(!doi'Wall 4: Wood Frame, 16"ox, 621 .15.0 0.0 48 Exterior.Wall 5: Wood Frame,24"o.c. 928 1.3.0 0.0 74 ExteriotiWall 6: Wood Frame, 16"ox. 1080 15.0 0,0 31. Window:2862.:Vinyl Fraine,Double Pane with Low-E 69 0.340 23 Window:2852-3:Vinyl Frame,Double Pane with Low.E 43 0.340 1.5 Windowv: 1.936-2 casement w/transom; l'inyl Frame,Double Pane with Low-E 18 0.310 6 W inflow: 28310; Vinyl Frame,Double Pane with Low-E 1] 0.340 4 Windo-vi'':28.52: Vinyl Frame,Double Pane with Low-E 144 0.340 49 J.P59x72'Fixed circle top window: Vinyl Frame,Double Pane with Low-E 30 0.340 10 Windou-: 2046-2: Vinyl Frame,Double Pane with Low-E 19 0,340 6 Window: 6-00-8 slider Mfr/transom: Vinyl Frame,Double Pane with Low-E 45 0.300 13 JAN.1e.2002 10:36RM FULTE HOHL CORFORRTION OF NE NO.324 F.3i10 Window:2852.2;Vinyl Frame,Double Pane with Low-E 114 0.340 39 Wiudod,: 6.0x6-8 slider w/transom: Vinyl Frame,Double Pane with Low-E 135 0,300 40 Door: 2,68x6-8: Solid 18 0.180 3 Door: 3i 0x6-8 w/2 sidelights: Solid. 33 0.280 9 Basement Wall 1:Wood Frame, 8A'ht/6.0'bg/8.0'insul 128 13,0 OA 8 Floor 11 All-Wood Joist"Tiuss,Over Unconditioned.Space 24 21,0 0.0 1 Floor 2y All-Wood Joist/Truss,Over Unconditioned Space 52 21.0 0.0 2 Floor 3:All-Wood Joist/Tiuss, Over Unconditioned Space 352 21.0 0.0 15 Floor 41,All-Wood Joist/Truss,Over Unconditioned Space 176 21.0 0.0 8 Floor 5;All-Wood Joist/Truss, Over Unconditioned Space 224 21.0 0.0 1.0 Floor 6 All-Wood Joist/Truss, Over Unconditioned Space 242 30.0 0.0 8 Slab 1:Unheated,4,0'insul. 38 0.0 40 Funziace 1:Forced Hot Air, 81 AFUE COMA1ANCE STATEMENT: The proposed building design escribed here is consistent with the building plans, specifications, and other calculations submitted with the permit pplication, The proposed building has been clesigned to meet the Massachusetts Energy Code requirements 'i MECcheck Version 3.2 Release 1a. The heating load for this building, and the cooling load if appro riate,has been determined using the applicable Standard Design Conditions four in the Code. The HVAC equ pment selected to heat or cool e buil 'ng shall be no greater than 125%of the de load specified' Sections 80CMR 1310 and J4.4, r A A Builder/Oesign.er Date l Q i i i i i i � Area "alculatorCeilings:WellingtonEievationXotlON D _ L fv I� r� Assembly Type Width xj Height = Gross Area Comments/Description r 1 Flat Ceiling or Scissor Truss 2'-0" 12'-0" 24.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 38'-0" 32'-0" 1216.00 tt2 second floor ceiling area 3 Flat Ceiling or Scissor Truss 22'-0" 301-0" 660.00 ft2 second floor ceiling area 4 3 5 6 7 c 8 ri 9 1 m 10 = 0 11 n 12 n 13 0 14 �o 15 ;U 16 :D 17 18 z 19 0 20 21 m 22 23 24 25 26 c co r� Ceiling Area Total: 1900.00 0 01/18102 09:15.31 1I1 Ad-ea Calculator: balls:WellingtonElevation3Lotl Ofv N r9 ' N Assembly Type Width xj Height = Gross Area Comments/Description 1 Wood Frame, 16"a.c. 18`-0" 32'-0" 576.00 ft2 front elev_ m 2 Wood Frame,16"o.c. 18'-0" 22'-0" 396.00 ft2 front elev_ c� 3 Wood Frame,46"o.c. 621.00 ft2 right elev. 3 4 Wood Frame, 16"o.c- 34'-6" 18'-0" 621.00 f12 left elev. 5 Wood Frame,24"o.c. 116-0" 8'-0" 928.00 ft2 1 Insulated basement walls including walk out 6 Wood Frame,16"o-c. 60'--0" 18'-0" 1080.00 fit rear elev- 7 C-- 8 � 9 m 10 = O 11 M 12 n 13 O 14 15 ;a 16 D 17 0 18 z 19 O 120 m 21 �7 22 23 24 O r1J cn Exterior Wall Area Total:4222.00 01/18/02 09:15:32 1/1 Area Calculator:Windows:WellingtonElevation3Lot1Oty a IL r R Quantity Designator Width Height Unit Area Total Area U-Factor SHGC Comments/Description 1 4 2862 2'--9" 6'-3" 17.19 68.76 0.34 0.000 Superseal Low E Argon 2 1 2852-3 8'-3" 5'-3" 43.31 43.31 0.34 0.000 Superseal Low E Argon c� 3 1 1936-2 casement wJ transom 3'-11" 4!-T" 17.95 17.95 0.310 0.00 Superseal Low E Argon y 4 1 28310 2'-9" 3'-11" 1 10.77 10.77 0.34 0.000 Superseal Low E Aron 3 5 10 2852 2'-9" 5'-3" 14.44 944.40 0.341 0.000 Superseal Low E Argon 6 1 P59x72 Fixed circle top window 5'-0" 6'-0" 30.00 30.00 0.340 0.00 Superseal Low E Argon 7 1 2046-2 4'--i" 4'-7" 18.72 18.72 0.34 0.000 Superseat Low Argon C 8 1 6-0x6-8 slider w/transom 5'-11" 7'-T' 44.87 44.87 0.300 0.00 Superseal Low EArgon r- r- 9 4 2852-2 &-61 5-0" 28-44 113.76 0.34 0.000 Superseal Low E Argon 10 3 6-0x6-8 slider w/transom 5'-11" 7'-7" 44.87 134.61 0.300 0.00 Superseal Low E Argon C 11 F 12 �, 13 0.00 C 14 =" 15 C 16 _x 17 C 18 19 C 20 T 21 2 23 ?4 L P LT-1 Da r. T Ol r Window Area Total:627.15 m 01118102 09:15:29 11i Area Calculator:Doorsd ellingtonElovationXot'lON D z I-' N O O N Quantity Designator Width Height Unit Area Total Area U-Factor Comments/Description 1 1 2-6x6-8 2'-8" 6'-8" 17.78 17.78 0.18 Garage Service Door 2 1 3rDx6 8 w/2 5'-0" 33.33 33.33 0.28 Front Entry w/2 Sidelights sidelights 3 Ti 4 5 6 C 7 r- 6 � 9 � o 10 3 11 12 n 0 13 zo 14 0 15 D 16 0 17 z 18 19 20 21 22 23 24 25 26 z ' 0 crJ (l1 r. Door Area Total:51.11 CD 01/18/02 0915:30 i/1 Area CalculatorBasements:WellingtonElevation3L®tlOfv D �3 0 CD n') Assembly`type I Width xj Height Gross Area Comments/Description F- 1 Wood Frame 16'-0" 8'-0" 128.00 f!2 Insulated walls in basement agianst foundation 2 Ui 3 =; 4 — 5 6 z 7 r 9 10 c 11 12 r, 13 G F14 15 z 16 17 c 18 i 19 0 20 z 21 M 22 23 24 25 I cxj c R) L Go Basement Wall Area Total:128.00 CD 01/18/02 0915:32 1f1 Area Calculator:Flo+gra: ellingtonElevationUotlON z CD N Q ' N Assembly Type Width x Height = Gross Area Comments/Description F, 1 All-Wood JoistlTruss,Over 2'-0" 12'-0" 24.00 ft2 floor area over basement m Unconditioned Space w 2 All-Wood Joist/Truss,Over 13'-0" 4'-0" 52.00 fit2 floor area over basement W Unconditioned Space 3 3 All-Wood JoistlTruss,Over 22!-0" 16'4" 352.00 ft2 floor area over basement Unconditioned Space 4 All-Wood Joist/Truss, Over 11'-0" 16'-W 176.00 ft2 floor area over basement Unconditioned Space F_ 5 All-Wood Joist/Truss,Over 14-0" 16'4' 224.00 ft2 floor area over basement FrI Unconditioned Space = 6 All-Wood Joist/Truss,Over 11'-0" 22'-0" 242.00 ft2 floor area over garage 3 li Unconditioned Space rrt 7 c7 08 9 0 10 11 D 12 0 13 z 14 15 16 F9 17 18 19 20 21 22 23 24 25 i z i co N r> �D Floor Area Total:1070.00 01/18/02 09.15:33 1/1 I A rea Caloulator;Slab Floors: ellingtonElevation3Lot'lON N CD 0 N Assembly Type Perimeter Comments/Description 1 Unheated 38.00 ft R-max along walk out condition 2 W [o 3 23 4 5 6 7 C r- a . I M 9 = 10 G 11 rft 12 n 13 70 14 u 0 15 70 16 H 17 0 18 19 0 20 21 M 22 23 24 25 26 -7 ru R 71 N �i Slab Area Total-.38.00 01/18/02 09:15:34 1/1 NORTH TF 4Andover 0 of � ..y� ro o LA o dover, Mass., c->2 c- COCHICHEWICK V C ADRATED P'P�\ -` '9S BOARD OF HEALTH Food/Kitchen Septic System PERMIT T D BUILDING INSPECTOR THIS CERTIFIES THAT......... v. .... h?.ie'S © .�.....� . ............... Foundation has permission to erect........................................ buildings on ../04 8�/ ,a /a''�� v o Rough // n 7Ti4GA✓� GJ�,U �� AZI&I / Chimney tobe occupied as...�l.../4.............�.(J ./ ...... .. .................../ '......................... ............,r' ...........................y provided that the person accepting this permit shall in every respect conform to the terms of the application on file in" Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. /006 G//08 �/9ov - PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION ST TS ELECTRICAL INSPECTOR C Rough .... .. ..... ...... ........................ .. ................... . Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. ORTH Town o � lo Andover O - No. o> ' ndover, Mass., a/ J00Q. T O CAKE COC MIC ME WICK ADRATED P19�L SSACHUSE IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ...... ./ `G..... .h?. ,5...... 40 .�..! ..'... ....:.................................. ............. has permission to excavate and pour foundation at for the purpose of...J.L A0.iy! cJ J.L 8 A I.t..4� �?7�°?:J�.../�l C A r C! c..�� 9'�iG.... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. D 8 C//n8 X is—(-), VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. 61-DG. FE-R M FIw� ........................................ DUE 1=RAIPAIE PERMIT $-,/9�`- BUILDING INSPECTOR r. PU ,L . TE HOME CORPORATION EF HASSACHUSETTS / /d 3 176 East Main Street , Suite 1 , Westborough , Massachusetts 01581 r"- THE WELLINCIT [IN GARAGE LEFT `1 a DRAWING INDEX o _ A-16 BUILDING SECTI❑NS/DETAILS A-1 ELEVATI❑N 1 A-17 WALL SECTI❑NS A-2 ELEVATI❑N 2 (BRICK OPT, #1) -18 WALL SECTIONS (BRICK VENEER) A A-3 ELEVATION 3 (BRICK OPT. #2) A-19 FINISH BASEMENT PLAN A-4 ELEVATION 4 �-- A-20KITCHEN & BATH PLAN/ELEVATIONS A-5 ELEVATI❑N 5 (BRICK OPT, #1) A-21N❑T USED A-6 ELEVATION 6 (BRICK OPT, #2) \ A-7 ELEVATI❑N 7 (BRICK OPT #3) A-22ELECTRICAL PLANS A-8 ELEVATI❑N 8 S-1 FOUNDATION PLAN S-2 F❑UNDATI❑N PLAN ❑PTI❑NS A-9 ELEVATI❑N 9 (BRICK OPT, #1) S-3 F❑UNDATI❑N DETAILS A_10 ELEVATI❑N 10 (BRICK ❑PT.#2) ) S-4 FIRST FLOOR FRAMNG PLAN/DETAILS A-11 ELEVATI❑N 11 (BRICK OPT, #3 A-12 ELEVATION 12 PORTICO OPTS, S-5 SECOND FLOOR FRAMING PLAN/DETAILS A-13 FIRST FLOOR PLAN S-7 S-6 CEILING FRAMING PLAN/DETAILS ROOF FRAMING PLAN/DETAILS A-14 FIRST FLOOR PLAN ❑PTI❑NS 11,01 INTERI❑R DETAILS '._ A-15SECOND FLOOR PLAN 12,00 FIREPLACE DETAILS 15.00 OPT, SUNK❑OM 15,01 OPT, FLORIDA ROOM 4; 1997 PULTE HDM c� W LJ 1,D CONT. RIDGE VENT CONT, RIDGE VENT 7 I L co CONT. RIDGE VENT CONT. RIDGE VENT U-1 ASPHALT SHINGLES W O ASPHALT SHINGLES 0 li 12 BITUTHANE 18' HORZ. Q 18' VERT. AT ALL WAILASPHALT SHINGLES.. O z TOP OF-PLATE ROOF JUNCTIONS1 12 ¢ _ ASPHALT SHINGLES 1 �12 ¢ O -- 2nd FLOOR— FYPON # 660R-2 FYPON #850 28' ROUND CLOSED II -�. DOOR HEAD W/ - LOUVER 1x6 FRIE J W LEAD FLASHING 12 12 BOARD (n 1x6 TRW--. uu _---- -. TOP OF PLATE L�,J 1st F110 upwLOOR 1 5 FRIEZ -- -------- BOARD ®. PAINTED FLASHING- IL ULT E ------- ---I� CONC. FOUNDATION 1x6 CORNER Master Bullde 8'-0• x 7'- 0' FL H �..I B SEMENT FLOOR F F F BOARDS WOOD INSUL, _g 2nd FLOOR "OPTIONAL" FRONT ENTRANCE GARAGE BOARD SUNBU1x6 FRIEZ --FYPONSUNBU # 860 RST LEAD FLASHING 1x6 CORNE BOARDS O r-3 _ 'OPTIONAL' 1/2 ROUNDBELO W, 10' 0' BITUTHANE VERT. Q WALL W/ 2852DH BELOW- 0 o AND 18' MIN, HORZ. ON ROOF A -CA-)- a® A A CRI APPROX. FINIS GRADE lst FLOOR BITUTHANE 18 8 8 ------ - -----_ VERT, & 18' HO IDGE VENT APPROX. FINISH I �I 3 SIDES GRADE -- - ------------------ -- 1x8 WA ERBOARD FYPION # 1 030 FLUTED ASPHALT STEPSPILPSTERS SHINGLES REQ12'(SIDELIGHTS _____ ---1, Z I ro ~i --- STEP FOOTING 1x5 CORNEIR, AND WALL -, CONC. FOUNDATION BOARDS. _ I -__- i _ BASEMENT FLOOR J W FRONT ELEVATI❑N - ELEVATI❑N #3 3 ��-_ _ ----- SH 1/4' = 1'_ 0. ICONIC. FOUNDATION,,, �--�� WOOD INSUL, O,H, DOORS —.—LL—�L— _—IM RIGHT END ELEVATI❑N 1/8' = 1'- 0' DRAWN HY JA Bastlen DATE, 10-31-S6 REV. No. 1 12-06-9 10' 0' 2 01/15/9 BITUTHANE VERT. WALL CONT RIDGE VE I o AND 18' MIN, HORZ.. ON RIDGE VEN 3 07-4-9 ROOF 1? CRICKE 18 4 7-26-9 ASPHALT CRICKE BITUTHANE 18' 88 SHINGLES VERT, & 18' HO RIDGE VENT ASPHALT SHINGLES WOOD FRA ED 8 3 SIDES CHIMNEY ASPHALT --- -SHINGLE -- -- -- - ---- - 1x5 CORNS HOARDS i HOARDS NE _ -- - -_ --- --- 1x8 WATERBOARD W/ -- _- qIN. CONT. ALUM CAP FLASHING I I I I GRADE 7' 0' FLUSH I CONC. FO -J WOOD INSUL. O.H. DOORS CONCRETE FOUNDATION I I I I CONCRETE FOUNDATION I ---�� -_--_-s t LEFT .END ELEVATI❑N REAR ELEVATI❑N RIGHT END ELEVATI❑N 1/8' 1'- 0' 1/8' = 1'- 0' 1/8• 1'- 0' � H < - © COPYRIGHT 1997 PULTE HOME CORPORA ON M LLJ Ld CONT. RIDGE VENT CONT. RIDGE VENT z :D 0 00 CONT. RIDGE VENT CONT. RIDGE VENT In I I ASPHALT SHINGLES CD cc � O ASPHALT SHINGLES L BITUTHANE 18' HORZ. A ASPHALT SHINGLES z 18' VERT. AT ALL WALL A& TOP OF.PLATE ROOF JUNCTIONS i--' IEZE BOARD _ L7 HIM 12 12 I _ I F. � n ASPHALT SHINGLES 1� 112 LLLJ (/1 � --- 2d FLO-- FYPON # 66OR-2 Q O FYPON #850 28' ROUND CLOSED P.C. KEYSTONE IM DOOR HEAD W/ LOUVER BRICK ARC 1x6 FRIE W F— LEAD FLASHING - BOARD (� 1x6 TRI_ OO ----------------- —.---_—_- TOP OF PLATE 1st FLOOR__ 1 5 FRIEZ OARD LEAD FLASHIN LL------- _—� I I ,II'' PAINTED P U L T E CONd. FOLIN�DATIOij 1x6 CORNER m IIA 8'-0' x 7'- 0' FL H B SEMENT FLOOR F F F F BOARDS Mnster Bullde WOOD INSUL.'O.H. DOORS _ — -_- 2nd FLOOR — "❑ HOARD SSUNBUUNBU PTI❑NAL" FRONT ENTRANCE GARAGE 1x6 FRIEZ — # 860 RST W/ LEAD FLASHING - 1/8' 1'- 0' 1x6 CORN BOARDS p p 'OPTIONAL' 1/2 ROUND WINDda W/ 2852DH BELOW 10' 0BITUTHANE VERT, @ WALL o O o AND 18' MIN. HORZ. ON ROOF A A ® A A CRICKE GRADEX. FINI CA, A I--- _____% _1st_FLOOR _ BITUTHANE 1 88 IDLE VENT APPROX. FINISH VERT. 4 18'HO 3 SIDES GRADE - --------- --- I I Z ASPHALT ------------------LUMBOCAP FLASHING W/ ll< BOND PERIMETER — ------ CST A, REQUI ED 12' S 2' PROJECTION ------- STAC SHINGLES � IDELIGHTS I m F� --- STEP FOOTING�r �h FLOOR I I I I_ I BASEMENT 1x5 CORNS AND WALL ��h J CONC. FOUNDATION _———————— BOARDS _ _ _ _ _ —_-�-r_—_—_—_— — � _--— _ W --- - --- FRONT ELEVATI❑N - ELEVATI❑N #3 - BRICK ❑PTI❑N #1 3 ICONC. FQUNDATIO II f/ 8'-0' x 7'- 0' FLUSH -- — 1 WOOD INS UL. O.H. DOORS RIGHT END ELEVATI❑N 1/8' = 1'- 0' DRAWN BY J.A. Bastlen DATE, 10-31- 6 REV, No, 1 12-06-9 10' 00— BITUTHANE VERT. @ WALL CONT RIDGE VE 2 01/15/9 I o I AND 18' MIN. HORZ, ON 3 07-4-9 ' I ROOF RIDGE VEN CRI KE 8 4 07-4-9 BI7UTNANE 18 8(� g ASPHALT CRICKE RIDGE VENT ASPHALT SHINGLES SHINGLES 1 VERT, 6 18' HO WOOD FRA ED 8 3 SIDES CHIMNEY ASPHALT. SHINGLE I 1x5 CORNS m BOARDS 1x5 CORNS BOARDS _—_—_� 1x8 WATERBOARD W/ APPRO IN. CONT, ALUM CAP FLASHING I GRADE WNC. FOUNDAT N f/� 8'-0' x 7'- 0' FLUSH CONCRETE FOUNDATION I CONCRETE FOUNDATION __�_ WOOD INSUL O.H. DOORS --IS-- __ _ �_--------_--_— I �� ——-------J -- ---- ------------- --- --Y--- ——�— --------------- � -t. LEFT END ELEVATI❑N REAR ELEVATI❑N RIGHT END ELEVATI❑N ? _ H © COPYRIGHT 1997 PULTE HOME CORPORA ON WIND❑W SCHEDULE DOOR SCHEDULE L_J .° 1x3 T RAKE FASCIA ix6 SUB RAKE 4 1x3 TOP RAKE 7 # QUANTITY GLASS SIZ TYPE R.O. # QUAN SIZE LOCATION R.O. 1x8 RAKE FASCIA L 0 � 3'- 0' x 6' 8' 1x5 FRIEZE BD. 0 U) A 12w 28 x 34 SINGLE D/H 2'-10 1/2' x 6'-5 5/8' 1 1 W/ 2 SL's FRONT ENTRANCE 5'-6 1/2' x 6'-ll' 3/4' CONT. BLOCKING r..� FRONT FACING GABLES LEAD FLASHING p B NOT USED 2 1 RANSOM FRONT ENT. W/TRANSOM 5'-6 1/2' x 7'-il' ONLY. ALL OTHERS �- \, 2x3 BLOCKING---,. PAINTED S 0'x 6'8'W/3L FLUSH W/ NO FRIEZE BD. '�..-.. MATCH TRIM TO C 3 28 x 34-2 TWIN D/H 5'-8' x 6'-5 5/8' 3 1 2'- 8' x 6' 8' GARAGE ENTRANCE 2'-10 1/2' x 6'-11' r 2x6 SUB FAST: (� LEAD FLASHING PAINT NOTCHED 2x6 BLOCKI Q D 1 2035-2 CASEMENT 4'- 1 3/4' x 3'-5 3/4' 4 1 6'- 0' x 6' 8' SLIDER 6'-3 5/8' x 6'-8 1/2' TO MATCH TRIM 1x3 TOP FASCIA z 2x3 BLOCKIN E 1 28 x 20 SINGLE D/H 2'-10 1/2' x 4'- 1 5/8' 1x8 SUB FASCIA Q 2 F Bw 28 x 28 SINGLE D/H 2'-10 1/2' x 5'-5 5/8' 1x3 TOP RAKE FASCIA j L7 G 4 28 x 28-2 TWIN D/H 5'-8' x 5'-5 5/8' - (2) 1 3/4' x 11 7/8' 1x6 FRIEZE BD. ❑ 1x8 RAKE FASCIA 1x6 FRIEZE BD, OVER I 3/4' CONT. BLOCKING W ~ LVL HE W/ 2J + IS E.E. 3/4' CONT. BLOCKING 7/16' OSB SHEATHI q H NOT USED 8 WALK-OUT BAY yp) 2x4 GABLE END STUD Q O WINDOW OPTIONS CEDAR SIDING I 2 20 x 24-2 T/G TWIN D/H 5'-8 1/2' x 4'-9 5/8' roti ------- lx5 CORNER B I Ll IXED GLASS 2 X 6 RAFTERS b F,• —1 J lwww _4' x 5'- 9 3/8' FIXED 4'-1 3/4' x 5'-5 3/4' N �c3 2 24' O.C. }S4.' 1,17 W K 1 1828/28x28/182 TRIPLE D/H VERIFY x 5'-5 5/8' iu � O,2~ 3 ,s+s (%) 2 X 6`ti� ELEVATION SECTI❑N L NOT USED EF IJ + 1S E.E. Mw K Iw 3062 FIXED 3'-10 1/2'x 6'-5 5/8' PIE G E❑N WALK D E T A 14wT GABLES ONLY 5 NM2w 1862 SINGLE D/H 2'-2 1/2' x 6'-5 5/8' "OPTIONAL" / // 1' = 1'- 0' P U L T E O Iwww FIXE D G 5 9 5 SS /B,FIXED '- • x 7'- 11/4• O P T I O N A L WALKOUT -- -- -- Ma=ter Bolide BAY WINDOW P.TLWDA ROOM L-----------]-FLORIDA CA710N —] ��+' HIGH P i---FLORIDA ROOM LOCATION 1/4' 12' x 10' PT WO D ZERO CLEARANCE FIREPLACE TOCK TOB TION 4'-4' 13'-8' _ DETERMINED IN IELD 14-6 1/2' 7'-0' 8' 8" 5'-0' Z -. 7'-8I 1/4' CENTERLI E OF WAL 'OPTIONAL' WALK UT TO CEN ERLINE OF BAY WINDOW SEE 2f0 A 210 B WIND (HOLD) DETAIL THIS DWG w QUANTITY TO BE VERIFIED WITH PLAN OPTION SELECTED ww OPTIONAL WALKOUT BAY WINDOWS (2) 2 X to (2) 2 K 10 ) 2 X 1 I �.-.. www MASONRY OPENING INDICATED COORDINATE W/ WINDOW oW 2J + 1 EE. (2 2J + S E.E. + 1S E.E. HEISf'THEADER /� (2) 2 X 10 1✓1( TWIN MFG AS TO THE ACTUAL ROUGH OPENING ® = 1 + 1S OO OG 21 1S E.E. o0 N+ 'OPT ONAL 6�SLI ER '0 TIONAL6' LID 6'0'x 6'8' SLIDER W/ RANSOM ABOVE W TRANSOM AB VE --- iv `✓.�. 4 X 4 POST .1 'OPTIONAL' "OPTIONA i SINK F PRE-FAB FIREPLACE 33' HIGH WALL W/ SEE DWG. A-20 FOR 3 2w �..� O 5/4 WOOD CAP o x R.O. FA X RE 1 KITCHEN LAYOUT REF. SHT. 12.00 ` N+ LINE OF PLATFORM; o I BREAKFAST ABOVE o FAMILY ROOM-, N❑❑K AND KINY CHEN DINING -_- 2x4 ON FLA 1/2' 7'-4 1/2• 1'-5 172 SHELF & CARPET VINYL LIBRARY (TYP) POLE CTYP) L I V IN w 12' DEEP FALS U 6'-6' 3'-6' 4'-1' 4'-6' R RIG. PULTE COLS. Ll ..,.,� x� HEADER ABOVE REF. N/11.01 (2) 10 22'-2 1/4' SEE EL V. A-20 ._ II ,��l 2�9/64� O O 206 O 1J + 1S c Y ®qO OO N+ 341 _ SHELF _ ..__ & (3 SHELVES u C.O. 1 2)2x10 (2)2x10 1' 8 x6' (2)2x10 (2)2x10 `=1'3`i=' 33' HIGH WALL / �BOVE ESK X SEE ELEV. A- C.O. 'OPTIONAL' 1J + IS IJ + IS IJ + 1S 1J + IS 5/4 WOOD CAP a m i.i CONC. WALLS 7 1/2' STEP ¢ OPTIONA 2n .--. - �(2) 1 3/4 X 11 7/8 LVLoW v U�/'� SLOPED VERIFY �iT/ g - BELOW L DOWN -� .. .. i.. x -..--..- 8 0' A.F. ` ti -"-- ---'--"---. -^ ALL "" 7-3 1/2' w — oi� DRY�ti W x^ R 8' CONC. SLAB I I `J VA CHASE - N ".I... N+ #5's 16' O.C£W. I a- f•f ; PAdI ABOKL '6'x6' ---/-p- '111 IONp�,L' AS D 2'4' 6 8' O DN I y 2x6 STUD WAL 'OTIONAL' N m LINE OF ROOF 8'x 8' WOOD g0 'o WPI lyN UTILITY(SINK v ABOVE COLUMNS i RAIL Q a, RAIL w x0 DBY pRAWN CONC. SLAB <' 4' 0' HIGH KN = j = WALL d� I RAIL OVE ~ N+ J.A Bastien C d LAV CLG. HGT. + 8' HIGH WALL o. Li P.T. STEPS 2r, 7' 8' w/ 2X4'S p �o v DATE, 10-31-9 ow o AS REQUIRED EDGE 2 \ 2/6 PAIR I ti O .^- ��� �O HARDW00 LIVING ro 15 LITE REV. No. // // N+ GYP,BTYPE PHOUSE WALLSRATED �}yl�)Y ^I"� A* FLOOR ABOVE UP d CARPET cw I 12-06-9 OPTIONAL G'AN'103F PLAN ELEVATI -1 & #2 i „ x '( 0 2 01-15-9 `� •�� N-� AND CEILING —amu xy N 3 -04-97 11 °" j BOOKCASE II 2'0'x 6' 'F❑Y E R N* 4 -28-9 3 1/2.0 SCH. 40 13'-10 1/4' 10'-3 I/2' 13'-10 1/4' o i EG A R A G E II O.." STL. COL. (16k) E. '� 5 12-18-9 `o x 20fi 406 'OPTIONAL' .. o CENTERLINE OF IBRARY SHELF I o (2) 2 10 'Q 9914511/18/9 2'0'x (2) 2 X 10 E. a W14x34 ABOVEARPET iJ + IS E.E. C ih LINE OF PLATFORM; � 0 2N g' ABOVE :: ._- 2x4 ON FLA 1/2' 1'-5 192 SHELF 8. I w Q qO 2 qO 2 X 10 O - LIBRARY (26P) 7 4 1/ POLE CTYP> LIVING N " \_4' REINFORCED CONCRETE SL-S I12)?S 10 Xa 2X10J + E.E. x6 EXTERIOR WALL.. __�" LOCATION OF OF SUNROOM + PITCH 4' TOWARDS O.H.DOORS \\1 OPTIONAL' WALKO AT OYER ONLY \\—'OPTIONAL' WALKOUT OPT, SUNK❑❑M O O � O II o OQ 206 AO ( ® 206 I WINDOWSEE BAY WINDOW SEE 1' 8 6' in 1, DETAIL THIS DWG. STEPS AS DETAIL THIS DWG. (2)2x10 (2)2x10 (2)2x10 (2)2x10 N j W (2) 2 X 1 (2) 2 X 10 REQUIRED lJ + 1S IJ + 1S 1J + 1S 1J + IS 10' FOUND. WALL (2)2x10 j IJ + S .E. 1J + 1S E.E. 1J + is I I SEE DWG. A14 FOR FRONT ENTRANCE GARAGE AND j O O THREE CAR GARAGE OPTIONS NOTE: d L—..-..-..- ...... ......-..-..-..-..-_-..� FIRST FLOOR HEADER HT. = 7'-10" STEPS AS REQUIRED A = TIAL FIRST FLOOR — ELEVATIONS #2 & 3 FIRST FLOOR PLAN — ELEVATION #1 ( 2098 S.F. TOTAL AREA / 1630 S.F. LIVING AREA ) 1/4' = 1'- FIRST FLOOR STUD HEIGHT 103 1/2' / SECOND FLOOR STUD HEIGHT 91 1/2' 1/4' = 1'- 0' A 1 PROVIDE 2x6 BLOCKING 8 54' AND 96' ABOVE SUB FLOOR AT ALL UPPER WALL CABINETS Q COPYRIGHT 1997 PULTE HOME CORPOR ON WHIRLPOOL HEIGHT 19 1/2' T FRAME PLUS 5/8' PLYWOOD _ C') RFDRnnm #4 BEDROOM #2 BEDROOM #4 ❑PEN F Y SCREWED ON TOP - 20 1/8' W \ TO FINISH 303 303 OPEN FOYER 303 303 303 303 Spy 303 303 N (2)2x10 12)2x10 PLANT SHELF (2)2x10 12)2x10 (2)2x10 12)2x10 (2)2x10 02)2x10 (2)2x10 Z � I 1J + is 1J + IS 1/2' PLYWOOD 1J + 1S 1J + IS 1J + is 1J + IS 1J + 1S 1J + IS IJ + 1S •-� 2x6's W/ 5/8' PLYWD N EQ O _ OVER FACE (TACK ONLY) � F F 303 f F Q I * L I Q 12)2x10 4' BRICK 1J + 1S ROWL CK SILL I 90k OLLED 4x4 EWEL O VENEER WOOD R IL A ROOF NG POST W/ PROVIDE 15' 7 O ELEV. 2 PERIMETER HALL CAPS 2x4 WIDE ACCESS Q z O ELEV. 3 CLEAT OPENING f--+ 4' 8' 6' 2' 8' 2' 8' 2' 6' 2' 1, 4' 8' Q = 3' 7' 5' 9' 3' 6' 6' 2' 6' 2' 3' 6' 5' 9' 3' 7' 38' 0• FACE OF GYP BD L7 12' 10" 12. 4• 12' 10" - WHIRLPOOL .FRAMED Q o 38' 0" PARTIAL 2nd FLOOR - ELEVATI❑NS #1 & 2 OPENING w P21 PARTIAL 2nd FL❑ - - K ❑PT. #2&3 @ ❑PTI❑NAL ENTRANCE P❑RTIC❑ 1/2' _ '- W 1/4' = 1- 0' 1/4' - I'- 0' f, 3 4' BRICK ' 2x4 CONT. VE _ LL 2x6 STUD WALL VENEER Ix WOOD FILL T CONT, VERT. 13EDROOM #4 BEDROOM #2 O OPTIONAL Muster auliae 303 303 OPEN FOYER 303 303 ARCHED WINDOW FYPON # 101OA OPTIONAL AT WOOD SIDING O .(2)2x10 (2)2x10 PLANT SHELF (2)2x10 (2)2x10 5 1/2' FLAT CASING ARCHED WINDOW 1J + is IJ + IS 1/2' PLYWOOD 1J + 1S 1J + IS WOOD CLAPBAORD AT BRICK OPTION STACK BOND O O 303 n O O S 3'4K SILL M 0 AT JAMBS (2'2x'° u ❑PTI❑NAL ARCHED WIND❑W PLANS 1J + 1s vz• = r- o• 4' BRICK OEL V. 2 VENEER 4' 4' 13' 8' 9' 7 1/2' 17' 4 1/2' 11' 2' 3' 10' ROWLOC SILL oO EL V, 3 9' 8' 3' 0" 3' 7° 5' 9° 3' 6' 6' 2' 6' 2" 3' 6° 5' 9" 3' 7" <2> f'3/4' X 9 1 4' LVL OPTIONAL DIRECT 'El— E B (2) 1 3/4' X 9 1/4' LVL (2 2 X 10 2J + 1S E.E. ZERO' CLEARANCE GAS 304 FIREPLAC 'OPTIDNAL' 5th 2J + IS E. . �< SHELF & 1J + 1S E.E. 12' 10" 12' 4' 12' 10" GO � G 304 304 BEDROOM CLOSET POLEEO LD D 38' 0' (2) 1 3 4' X 9 1/4' LVL <2) 1 3/4' X 9 1/4' L," �l 2J + 1 E,E._.._.._. 2J + 1S EE. 2'0'x6'8'1 `0 0 ..-..-.._.._.._..-.._..-.._.._._-. ..- ,OPTIONAL' PR .p PARTIAL 2nd FLOOR - ELEV, #2 & 3 - BRICK OPT, # 1 _.._.._.._.._.._.._.._.._.._.__ .._._. j 2'o'x6'8• DOORS �h llj IIzo 1/4' = r- o' MASTER BEDROOM .'I 1 x fl 2 0'x6 C Q, r— I I. / �u ti u za 1 I lam SITTING ROOM N 4'x6' // a ih I I 22' 2' `0 11' 3 1/2' 2 4 1 13' 3 1/2' 2 4 1/ � 8' 6 'OP ANAL' 5th `O \ H I I I CTRAY EILING 14' DEEP FAL BE OOM DOOR 4 SHELVF� TH #2. F I I I HEADER to v, z BEDROOM #4 OPEN FOYER BEDROOM #2 x % a W¢ (OPTIONAL 5 h EDRO BED ❑OM #3 �o o z 1 /2'4' 4 1/22 4 1/ LINE e 303 303 303 303 303 iv O O O O O N �__ �___ _. _ (2)2x10 12)2x10 (2)2x10 (2)2x10 (2)2x10 O iv xw 4,SHELVAS 4 SHELVES 6B. r f'.- .� IN C 2'0'x6' SJ + IS 1J + 1S 1J + Is IJ + 1S 1J + IS a - _ +, _ SLOPED p_ I rA?TIC 36' HIGH WAL fl .. x FLOOR - + - W/ WOOD CAP '4'x6'8' F a. iT r access fl II o L-. ..�- OPTIONAL OPEN RAIL O O O O m _ fl II 4' BRIC R LOCK SILL N x6'~ C ni VENEER OK O TIONAL WINDOW 2 4'x DIN v~i O ® 41ALL ➢ 16 R SERS DN % 4 1 6 1 22 6 1 DRAWN BY 1/ 2 N` r 4' a ATH _ SHEF 4 4' 8' 6' 2' 8' 2' 8' 2' 6' 2' 4' 8' v '!' w C.D. ,Ai "8• --� 2'6'x6'8' 4 SHELVES POLEJ.A. Bastlen MECH. CHASE FOR za 2 O v ? _. m DATE, 10-31- 6 38' 0' o. ONE ZONE SYSTEM vWiti 3 T 10' CL SHELF! zo (OMIT LINEN CLOSET) u= POLES; II 1 4 0 8Y1�1/� `�x° RE1 V. N12-06-9 PARTIAL 2nd FLOOR - ELEV, #1 - PARTIAL PLAN __-_ MASTER B T 2'4x6' a N BRICK O P_T�—#-1—&2 J= 1/2 z 01-16-9 j FOR MECH CHA E z.m MP. HIGH PON 'S II g 2'o x 6' 3 7-04-9 1/4" 1'- 0' (EINE ZONE) 7. [ a= Ass II 1 PLANT 4 12-18-9 8' 0' VANITY SEE A— W.I. CL SHELF ' {Sfl99145 1/17/97/a' = i'- o o x 6 13' 10` 10' 4' 13' 10' Li 2x6 STUD - BEDROOM #4 BEDROOM #2 BEDROOM #4 WALL BEDROOM #2 OPEN FOYER CA EDERAL CEILIN 303 303 303 303 MAS ER BATH ONLY PROVID 4'x F F F F PLANT SHELF SE DWG S-06 2x6 WALL-2ACCESS P EL O O O F (2)2x10 (2)2x10 (2)2x10 (2)2x10 71 .IJ + 1$ IJ + IS 1/2' PLYWOOD 1J + 1S IJ + IS TO ATTIC A A (2) 2 X 10 (2) 2 X 10 C2) 2 X 10 (2) 2 30 (2) X 10 1J + IS E.E. IJ + 1S E,E. B J + 1S E.E. 1J + 1 E.E. IJ + 1S E.E. —O OIL�� -- o CONT. RIDGE J03 303 O JO 303VENT OF FMOF 0 O ELEV. 2 OELEV, 3 I Q _ 3' 7' S' 9' 3' 6' 6' 2' 6' 2' 3' 6' S' 9' 3' 7` g2' D' 4' 8' 6' 2' 8' 2' 8' 2' 6" 2' 4' 8' 12' 30' 12 4' 12' 10' � .. 38' 0' 60' 0' t P TIAL 2nd FLOOR - ELEVATION #2 & 3 SECOND FLOOR PLAN ( 1759 S.F. LIVING AREA ) = 1"_ 0' .. - 1/4' = 1'- 0' A - 15 __ C COPYRIGe 1997.Pi.'f "" HOME CORPORATION - - - —— — --- - --- -- - W ~ `D ---- - - 5/4x CLINT. C z (� CC Lf) L 34' HIG OPTIONAL I I CD 2x EXTERIOR WALL SE I i i CD PLAN FOR STUD SIZE EXTERIOR SIDING _ OPEN RAIL F— l� Q i . CONT. BITUTHANE DOWN 2X4'5 16' O.C. NO C1 z 3/4' T&G PLYWD, GL OVER TOP OF LEDGER AS REQUIRED AT = -c _ AND NAILED FLOOR FRAME CONT, ALUM. CAP FLASHING 0 W :D 5/4' x 6' PT DECKING 1/2' GYP. B .J. ~ 1 a ¢ OPEN RAIL � Q � Q hPCI I CONT. 2x RI w - WOOD CAP � �REF. FRMG T❑ FIT 0- 5/4 i o � � w lx SKIRT BOAR N fo3 IL3Z.. 8' HIGH WALL n� JOISTS 16' D.C. ABOVE TREADS PULTE 2.6 PT SILL OV JOIST HANGERS SILL SEALER CONTINUOUS 2. PT LEDGER LAGGED --- — Muster Bullde 16' O.C. W/ (2) 4 1/2' LAG BOLTS (2) 1 3/4'x 9 -- — 10• FOUNDATI DECK APPLIEDTwER OSB DED S' BOARD TOGETHERLTED ----- ----- 2x4 STUD WALL WALL FLUSH W/ PARTITION ON OPEN RADESY3TEMTIDNAL ---- — — i 2x12 STRINGERS I REAR DECK FLASHING DETAIL Z DETAIL 2 1' = 1- ola CONT. RIDGE Z VENT 2x12 RIDGE 12 , VENT ASPHALT SHINGLES 1/1, po� CONTRIDGE //''�� 1/2' COX PLYWOOD 01'2x12 RIDGE QXID�' L5�LyO G. _ 2x10'5 16' O.C. e I51P ASPHALT SHINGLES /IV� 1x8 TIES 32' ❑,C, I - 1/2' CDX PLYWOOD orI I I 2x10's 16' O.C. - PROPER VENT - 2x4 HANGERS W/ 2x10'5 16' O.C. 9' CR30> INS EACH HAY 3-16d 12 NAILS @ - - 3' WIDE STRIP OF 8 RAFTERS & COLLAR IES p I _ BITHUTHANE f 2x8'5 16' ❑,C. �- Y�wv°bO�iE. OPTIONAL' TRAY 2x8 COLLAR T S //—CEILING MASTER @ 16 O.C. 2x6's 16' O.C. ®® 6 2x6 STUD WALL W/ ® ® ® 3 1/2' INSUL. 4RY1Y '�,� �- CATHEDERAL CEILING - _ �I'Ien (R30) IN L. MASTER BATH o = DRAWN BY 1/2• GYP BD. ill ER I. W PROPER VENT w w STRAPPING 16 '0 C. AND 2x4 PARTITIONS EACH BAY rb ®® o z,5�5� SEE DETAIL 02 THIS 1.A, Ba-31- 6 MIL POLY AgOR BARRI W/ 1/2' GYP. EA 3' WIDE STRIP OFI— Al OP PLYWOOD �.� z DWG FOR SECTION @ DATES 10-31-96 I� SIDE w STEEL BITHUTHANE a --- SLOPED RAIL m ih� '�? REV. No. N o �I 3/4' OSB T&G BEAM —— 1 12-06-9 REF. FRMG o GLUE AND NAILED 2x8's 16' O 2x10 16' O.C, — WOOD RAIL SYSTEM -4-9 WOOD BASE I p:'1'� ---I ON 8' HIGH WALL a —� m 3 IP-18 9 REF. FRMG — OVERALL HGT, 34' r 4 12-18-9 I ti T E 'X' FIRE RATED ~ 10 ®® I iu �._ CASED GYP BD{+IIOVER 1.3 STRAPPDNJ L C-3 2x SARIN I OPENING D 6 pIL POLY LL °i w _ I 3 1/2' CR13> INS411L II II �_`T ~ W4' LALLY COLI-r� H USE WRAPCit a ®® 2x4 WALL W/ 5/8' TY BEYOND < 7/16' OSB SHEATHING OPENIN ❑ I DETAIL 1 X' FIRE RATED GYP B I I 2x4 STUDS 16' O.C. IQ.._hj ® DWG. Al &pOR CAP EACH SIDE 3 I/_ (R1* INSULATION APPROX. FIN. 6 MIL POLY VAPOR BARRIER GRADE IIII 1/2' GYP BOARD 10' FOUNDATIEON WALL APPROX. FIN. 3/4' T4G PL WOOD GRADE GLUE AND NAI ED 4' INFORCED CONCRETE (3> 1 3/4' x 9 1/ I6.N ULAT SLA LVL'S BOLTED INSULATION APPROX. I A005 R}g63NY TOGETHER FINISH GRADE REF, FRMG SOLID DAMPROOFING 3 1/2' BLOCKING DIA LALLY 6' CR19) INS I DAMPROOFING COLUMNS (TYP) D PA / > 5' ON I I 10' CONC, 4' REINFORCED CONC. W ALL SLAB DA OOFING I O 10'WALL III I � O i 4' REINFORCED CONC. I I O SLAB ---_— —_—� ----------- ----- BUILDING SECTION "B-B" 1/4' = 1'- 0' 2 4 PROJECTION - 1 BUILDING SECTION "A_A 1/4' 1'- 0' © COPYRIGHT 1997 PULTE HOME CORPOR ON i ti M VERIFY W/ JOB SUPERENTENDAN FIRST FLOOR LIE FIRST FLOOR LINE 7 `� ..� n --------------------------- ----------------- ------ ---------------------'------------------------------- L a LO ENDPELEV. SEE END ELEVATIONS ED WALL W SLOPED WALL SE SLOPED WALL 0' APPROX FINISH GRADE 0, 4' DEEP x 4 1/2' WIDE 0• SHELF TOP OF WALL/CELLAR FLO FINISH GRADE II I I � LD ----------------------� -p — ------- --------------------------------- --- --- J � LLJ -------------------�\\L_- -' I L Q D STEP FOCONCRETE FOUNDAT[0 OTINGS-S \\ L--�� `r -------------------------- -- ------ ----�p ------� W V)DETAIL DWG. S2 \`--- "o W O END F❑UNDATI❑N WALL ELEVATI❑N @ WALKOUT REAR F❑UNDATI❑N WALL ELEVATI❑N @ WALKOUT n. �" 3 1/4' = 1'- 0' 1/4' = 1'- 0' PULTE ^ Master Builde B� 2 \\ \ RIDGE VENT-,," CRICKE �\ \ TOP PLATE ASP}JALI_ SHINGLES \10 Ix$ DS IO CO 27' 7 1/2' 10' 10' 14' 6 1/2' 7' 0' �— 1s7�L0AH._ o S- H (2) 2X10 W/ IJ + IS (2) 2X10 W/ 1J + IS C2> 2X 12 / 2 + FV Q "GFI 6'0'x 6'8 PAID D CONCRETE FOUNDATION — o BASEMENT FL OR o ______ GRADEAPPROX. FIN. 0- GRADE 4' DEEP x 4 1/2' WIDE I I a SHELF IN FOUNDATION rW AMIL ROOM g WALL z RIGHT END ELEVATI❑N 0 s 4 0 1/8' = 1'- 0• N o UNFINISHED 2'6'x 'e o � N o o /�v TV a H (s OJ BOX DOWN CEILIN ti a. FOR DUCTS DRAWN BY i; 3' 8' p ——— J.A, Bastlen CLEAR S3 7 DATE, 10-31-9 g CONT RIDGE VE REV. No. 2'4'x 6'8' A 1 12-06-9 STORAGE T❑ S- 2 7-04-9 ASPHALT SHINGLES WOOD FRA ED 8' 'B' VENT LI HT 3 7-28-9 a CHIMNEY ——————————————————— ROOF 4 12-18-9 TOP�LATE -------- KEYLESS --``, 34' HIG 10' 6' RAIL d UP �.d FL❑� ____ FINISHED BASEMENT ❑PTI❑NS s 6 x R 2'6'x6'8 b OPTION #1 FAM, RM, STORAGE RMS, STAIRS & " 2'6'x6' STAIR HALL,LLLL LJ FTM OPTION #2 WET BAR OPTION #3 DEN, BATH v KEYLESS qp DEN 12T—FLOAB --------- m ® GENERAL NOTES: ❑PTI❑NAL STORAGE / SEMENT FC•<OOR ® I> FURR ALL WALLS W/ 2x4'5 BATH C� - --------- 16' O.C. HELD V OFF FOUND.WA A ^� 1x8 WATERBOARD W/ 2> ALLLPARTITIONS SHALL S I ______ C❑ ALUM CAP HAVE TREATED PLATES. N C===-=_-___ —�__�___� FLASAS HING 3> WALLS AND CEILING TO CONCRETE FOUNDATI❑N BE GYP, BD. REAR ELEVATI❑N WALKOUT BASEMENT FINISH BASEMENT PLAN 1/8' = 1'- 0' 1/4' = 1'- 0' r r a Q COPYRIGHT 1997 PULTE HOME CORPOR ON r' i LJ 1,D _ I GENERAL NOTES: z 1) ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR 95% n I j COMPACTED GRAVEL FREE OF ALL ORGANIC SOIL AND DEBRIS. W o WALL UPOTING AND I I_----------_-------- 2) CONCRETE - FOOTINGS 3000 PSI, WALLS 2500 PSI, FLOORS 3000 PSI F- -� 3) CONCRETE FOR BASEMENT FLOOR AND GARAGE FLOOR SHALL BE REINFORCED (n 4) ALL FOOTINGS SHALL BE FORMED TO THE SIZES SHOWN ON THE Q r— -- -------- ® DRAWINGS W/ REBAR AS INDICATED. z 5> PROVIDE ANCHOR BOLTS OR STRAP ANCHORS 18' FROM ALL CORNERS AND 8'- 0' CENTERS AT PERIMETER. _ 6) COORDINATE ALL WALL SLEEVE LOCATIONS W/ VARIOUS TRADES AND THE JOB SUPERENTENDANT, I I I 7) NOTIFY ARCHITECT OF ANY DISCREPENCIES BEFORE PROCEEDING WITH WORK. 4 REINFORC D CONC.SLA - Lw_ F— OVER 6 MIL POLY AND.8' f Q O OF COMPACT D GRAVEL PITCH FLOR 4 TOWARDS 0. .D. I I W ~ j w I I 1' 0 Ile5' o' 5' o' o.b CL — 3 COLU1 N BASES - C ,,// 'T----"`--T---- T-� I rt OF OPT. BULKHEAD j I — (�1 21' B' I I M.O. OPTIONAL BULKHEAD PULTE STEP FOOTING AND I 12' D Aq SONOTU Mnster Bullde WALL UP PIERSI(TYP) 60' 0" f-40" --- o I FOUN ATION®OPT. g" LINE OF EXTERI T_o" 7-0" MAS NRY FIREPLACE a (L DECK ABOVE a• A � i � � 10 D --- - —DR AIN CONT. �OOTING ' 22' ' IT.... T I❑ A LF R❑N T E N T R A E G A R A G E I F______ ___ __________1/4' 1'- 0' 00 12 CELLAR ________ ___ __________ ____ U SASH 8 FULL SASH I FU i 4' REINFORCED CONCRETE SL WALLA OUND. HEIGHT FOUND, STEP FOOTING AND I WALL iv WALL LP I "oI 7'-7" 7' 4 3/8' 7' 4 3/8' 7' 4 3/8' 7' 4 3"0 X 11GA I S- N 3'0 X i lGA ADJ. SAL. COL. 6' L EVE A I ADJ. STL. COL. (7K) —� ON 24" X 24"X 12" ON 36" X TIN %12" — ------------ --- POINT LOAD FROM ABOVE 10411 �� CONC.FOOTING. S- I CONC. FOOTING. OW/(3) #5 E.W.B. I I I I® F-- -1 (3) 1 3 /2' LVL OF}-- , F- -T BEAM W (- 1 BEAM (2) 1 37/6 LVL POCKET -- -- ------TOP OF AB I 6' SLEEVE �'-- �—___—: _—:_:—: : ;___—_, ___—: __—__ �4' BELO TOP I — - —_— — — .—:_:_ i OF WALL HIGH I SILL LOCATION L—J �--—�_-_-=-�(9k) h--- 1k) �(17k co POINT L L— '1 11 A I I I L-------- — 8' 'B' VET 4"0 X 11GA I rt_I I ADJ.XSTL CO!:- I — -------- }1 I I o THRU ROOF. ADJ. STL. COL. l?" �_.— '-- }------- ON 36 36 % 12� A o -------- --------- �— I ON 36" x 36" %1�" L J I j W/( F OTI W. v - CONC. FOOTING. I', W/(3) 5 E.W.B. S_ TOP OF SLAB \4� ER 16FMIL POLY ANDA I I 4' BELOW TOP I W/(3) //5 E P.T. POST ON COMPACTED GRAVEL. I PpINTALL HIGH I ON 24" x 24" x 12" I TREADSD cu H FLOOR 4' TOWA S O.H.D. I ( CON C. FOOTING. ; HIG 30'x 12 CELLAR DRAWN BY RAIL UP I SASH J.A. Bastlen I - I ____ --------------- DATE 10-31- 6 I I I 4' REINFORCED CON AND e, I 16'-7 /4" 6' SLEEVE I I OVER 6 MI POLY AND 8'O.H.D. __ REV, No. .. a OF COMPACTED GRAVEL 10' x 20' CONT, CONC. F UNE OF OPT. SUNROOM 1 12-06-9 _ 7 I FOOTING W/ (2) q5's � ; io STEP FOOTING AND PITCH FL00 4' TOWARDS .H.D. I CONT,----- --J • `i 2 7-04-9 ALL UP I I I I L----------------- -- 3 7-28-9 NJ o I -_-_-_----------------- ------- •^ `r I I I I -1 16' CONT. FOOTING y o I D 6' SLEEVEi DRAIN SALL FOOTING AND — I L -------� o -------- -- m I 10 S- 10 C 22' 4' 37' 8' 91 OPTIONAL FRONT ENTRANCE GARAGE SEE DWG. S1 22' 4' 60' 0' L------------------------------------- - � FOR OPTIONAL THREE CAR GARAGE SEE DW ❑PTI❑NAL" THREE CAR GARAGE 1/4' 1'- 0' E❑UNDATI❑N PLAN 1/4' = 1'- 0' - © COPYRIGHT 1997 PULTE HOME CORP13R ON LPI J❑IST HOLE CHART T �zzz Pzzz °'zzzc, - � 144 N (3) PT 2x8's BEL R.O. +I -{'.N m m Z. In zw cN ,,. i "❑PTI❑NAL" WALKOUT P - b Q ` > z <101; 1(, D BAY WIND❑W FRAME T . 7 1/4' = 1'- 0' 2x SC IDBR GI 2 B DI H NG START LAYDUT'HERE x PT LE GE 54 TU 1 1/8' LP RIM B❑ SIDES ES iW � N v n� m 52q IDL M S. 5'4 I. H N 0 1 5 FO - EA TR PE N5 0 .M Y - IR ILA f 1 7/ ' I DIS FS E 19. D. I J IS S @1 2' 0. m ti � J _ ti k'� 11:,.1J, ' = J o r w 5W o 'y� MEG CHA ❑ � ti 9 1 4 LV B s �4 sl B DW = Wi B'iyoi =wo J P05 PROM OV = o W T �� i¢o£gm`tea M•�-< 11 11 1 111T A 0A e-W,1*- Ulu I 4 O W4 A 3 OMI Gd / 54 HAN ERS �g� ��d '�jjt2 rW0 q 2x4 STUDS 16' D.C. BELOW < }w?A 8 Io OVER 2x4 PT PLATE SECURED 4X TO THICKENED CONC. SLAB BELOWco 2x FLOOR FRAMING w/ 3/4' SUB FLOORIl /8 I-J 0 3 MATERIAL LIST BM_REF. IST FLR. PLAN - O n H� RR J77 ww �j Gl fa - F DOUBLE 2x4 IT TOP PLATES 2x4 STUDS I m 16' D.C. EXTERIOR 5.4 1 1/8' LP RIM BOARD 24' D.C. INTEROR 2x6 PT SILL OVER ALL SIDES SEALER GENERAL NOTES, 2x4's ON FLAT FRONT/REAR 1) ALL NON BEARING INTERIOR PARTITIONS SHALL BE 2x4's 24' D.C. UNLESS NOTED, 77 AT ALL WALL 1x6 PINE CORNER 2) ALL BEARING PARTITIONS SHALL BE 2x4'5 16' O.C. ur a JUNCTIONS BD. CTYP.) 3 6RI©R-NBN-BEARINErB@F]R-41EAD SHALL BE A SINGLE 2x4 ON FLAT. EXTERIOR �- SIDING -_ gD. TYP,)PINE CORNER FIRST FLOOR FRAMING PLANGO 3 s 2x4 INTERIOR 11 7/8°LPI 20 OR 26A 9 19.2°O.C.U.N.O. 1/4' = 1'- 0' � � STUD PARTITION o eFa < 2x4 CORNE SIDES U POST 'TYPJ 2x4'5 16' 1 11 /8 I-J ST @ 9, .C. WIN 2x4 BOTTOM 1/2' GYP. B 7/16' OSB PLATE SHEATHING - 3ijN TYPICAL WALL TYPICAL CORNER0 � ---- - 77 - 1 .� b `4a OPTIONAL' WALK-0 JUNCTI❑N DETAIL DETAIL 54 BAY WINDOWS = 3 1/2' WALL INSULATION NOT SHOWN FDR3 1/2' WALL INSULATION NOT SHOWN FOR P A R T I A L hRT—F I�._q R FRAME – ELEVATION 3 CLARITY IN DETAIL CLARITY IN DETAILN r­_BY II 7/8'LPI 20 OR 26A @ 19.2 O.C.U.N.O. 1/4' = 1' 0' o FIRhI n� 1 DSB RIM JOIST-FASTEN TD EACH -t/B'OSB RIM JOIST DNLY 1-1/8'OSB RIM JOIST i ONE 1-1/8'GSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROUGH VEH JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2x4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FASTENING SCHEMLE 1 TO 4 PLY FLUSH LVL BEAM<SEE b ILI ' FLOOR JOIST USING 1-I0tl NAIL PER FLANGE ON END WALL-IF TOTAL SQUPSH BLOCK R 4'o/c-IF EACH FLANGE V/10x1 NAILS¢6'o/c STAGGERED WITH 2-RDVS"AT 6'—INTO FILLER BLOCK WITH 2-ROWS 8tl AT 6'a INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLY BERM.36tl-3 ROWS¢12'o/c EACH DETAIL B FOR FASTENING SCBE➢ULEJ 2%4 SQUASH BLOCK LOAD iS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS SIDE STAGGERED 3/4'DR]/B EACH SIDE AT EXTERIOR SO PLf 1-1/B'OSB BLXG.PNLS. 3/4.OR 7/e'OSB NOIAZESII�'11Z-FI WEBERS L WEB {PLY BEAN ONLY.1/2'BOLTS FENDERWASHERS NOTE,USE WEB STIFFENERS OSB SUBFLOOR DECK LOCATION BETWEEN Eh CANT.I-JOIST SUBFLOOR SIRED BY BOTH SIDES-2 ROWS t 24'o/c IF REQUIRED BY THE HANGER 3/4'OR]/B'OSB 3/4.OR]/B'OSB SUBFLOOR 34'OROR TFACTURER 3/4.OR 7/8.OSB STAGGERED MANUFACTURER SUBFLOOR u JOB NUMBER T 16' 16' 16' MAX. MAX. MAX, TO 4 PLY b PWILPI ** VL BEAM SHEET NUMBER 4'MAX. NOTE,USE WEB CANT. s STIFFENERS IF RIM JOIST DEPTH SAME USE CONTINUOUSNOTED GH LAYOUT AS FLOOR JOIST DEPTH 24'MIN. USE2x8.4'FILLER BLOCK2.B FILLER BLK. FOR11-7/8'SERIES 26 6 30WHERE HANGERS NOTE.USE DBL.SQUASH BLOCKS NOTE.USE SMASH BLOCKS IF BRG WALL ABOVE NOTE.USE FOR JOIST 16'DEEP OR LESS NOTE.USE FOR JOIST 16'DEEP DR LESS NOTE.USE FOR JOIST 16'DEEP DR LESS AT PLL BRG.WALLS L BEAMS UNT. ARE USED ONLY IF NOTED ON LAYOUT NATE USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT i-JOIST HANGER SHOWN — s l RIM J❑IST—BAND 2. RIM JOIST—ENDWALL 3. RIM JOIST—ENDWALL 4, REINFORCED CANT. 5. DOUBLE I—J❑IST 6. DBL. I—J❑IST @ BAY 7. SQUASH BLOCKS 8, DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPYRIGHT 1995 Pulte Home C oration of LPI J❑IST HOLE CHART J o '-4 12 p,G, 1 1/8' LP RIM BOARD 5_5 FROM HERE o z z Z n m z z zM _ E_ O a¢< a a - ,WE- CC zzz a. 3/4' T & GPLYWD 2x4 @ 16' O.C. BRIG. WALL 6, & - GLUE AND NAILED d z CONT. RIM BOARD / I T @ 17.C. pl 11 /8' I-J IST @ .2' O.C. H W 16'\ I 80.C.ILING JOISTS I> 7 b ' Z LOOR - � - YSTEM (_% 11 w I - 25 1 L 2' 7' oat. 2x8 CUT TO FIT 8 1 -L' GE 01 205 OL ti PLATE W/ 1/2'0 THRU ClLEAR 117 - - DOLTS @ 24' O.C. W12X40 STEEL BEAM -o ( 1 %4 LV ( 1 ?4' X 9 1/4 LV in m '0 Ij 2x4 BLOCKING AROUND 21 x 2 5 1312 4'S STEEL BEAM 16' D.C. U (2 x a'S 12) x4' )2x4 .�. a - L . _ BR WA L .�.. .. 212 'S - __ ____ ___-. -___ ____ ___-_ - a J 7 N i i 6 A 'mm i = FIELD iD ¢ � � 5TF M VE 61 ----- ----- ---- o m FRMG w -- ----_ ----- --- ---'- --------- --- A SECTION PR S D H LIN FOR WAL ABOV 2x S DS N R S'5 PRO IDE IDB KIN( _. BE EN J 15T5 3/4' = 1' 0' 'w-'z 1MECH CHASE FDR LIM BR WA IU 8'-7 1 'g 4 S— a ZONE SYSTEM 'd 4o OV E5o D INc- 2x12 STRINGERS w¢ CDN4vT GYh}�jlFi BE N JO T5 (3) PER RUN � w, - a z HO H N 5-5 2x WA LS- BEL w �o -T2 \ 1O• 1 a' BE W 2x4 SLOPED y d4w • �� ��F�.>✓(/ MALL 8' ABOVE I-J IST @ 9.2' O.C. OSING °oo AS 2 St. .1. R 1 F R. PAN1�1 G�_ �„ NSW fflu� 4M moo �m`ia MECH CHASE ' DR 1 ZONE SYSTEM (DM LT 1\ "a L_—1 1/8" LP RIM BOARD 2J w 1 J w av ALL SIDES = PARTIAL PLAN F❑R MECH CHASE REFEFIRST FLR. PLAN FOR (EINE Z❑NE) Jaz yf- - b O HEADER OVER EXTERIOR OPENINGS ti&~�� - - E- 1/4' V- 01 -1/4' = 1'- 0' m 2X4 EXTERIOR WALL BELOW MATERIAL LIST SECOND FLOOR FRAMING PLAN SDo 12' HIGH FULL -2x4 STU77 PART T ON CLOSETTH STEP IN 11 7/8' LPI 20 OR 26A SERIES @ ADJUST LAYOUT AS REQUIRED FOR iTRAPDLOCATIONS - 1/4' = 1'- 0' SEE SECTION D BLEB THIS DWG. X6 SLOPE (2) 2X6'S 2 10's REF. FLR FRMG PLANS r - Doti 2x4 WALL 8' 1 /8' I-J IST @ 2' O.C. 7 I JOI iS 19. O. - 'h a 4 TU W ABOVE STRINGE _ a I YOD D mui EXTERIOR .�N, V, 7 T. @ 9' + DOUBLE �g 3 S RI R uD m ILL HA GE o aSi PLATFORM & (3) 2x12 a STEP N TRINGERSOK b 5 rin F^w PLATE,RM.C, g�'-�' < rc w FRAME o m�z Coea 4> Ll REF. FLR FRMG PLANS = m REF FLDDR FRMG ' 3 DOUBLE 2x1 .. COLUMN OD (3) 9 1/2' x 13/4' P RTI SECOND FLOOR FRAME — ELEVATIONS #2 3 � s L V L's E STAIR FRAME SECTION F STAIR FRAME SECTION R. 11 7/8' LPI 20"0 26A SERIES @ 19.2' O.C. LIKO. 1/4' = 1' 0 1/4' = 1'- 0' ADJUST LAYOUT AS QUIRED FOR TRAP LOCATIONS b al yyM� OflAWN 8Y: I g 0 o FIRM 1-1/e'OSB RIM JOIST-FASTEN TD EACH ON FN OSH RIM JGIST ONLY S GAS GSB CIH JOIST*ONE 1-1/8'OSB REINFORCING EACH SIDE-FASTEN TO JOIN LOUBLE I-JmST BY NAILING THFOUGH WEH JOIN DOUBLE I-JOIST BY NAILING THROUGH WED 2x4 SQUASH BLOCK CUT 1/1 AeT NiN b UAB' FLOOR JOIST USING 1-1Od NRIL PER FLANGE _ ROWS 1 T 4 PLY FLUSH LVL BEAM GED Ory END WALL-[F TGTAL SRUASM BLOCK @ 4•o/c-IF EACH FLANGE W/IOtl NAILS @ 6'o/c STAGGERED WITH 2-ROWS Bd AT 6'o/c INTO FILLER BLACK WITH 2-ROWS Bd AT 6'o/c INTO FILLER BLOCK ➢EPTH OF THE I-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLY HEAM,16d-3 RGVS @ 12'o/c EACH DETAIL B FOR FASTENING SCHEDULE) .REV No, PATE 2 x 4 SQUASH BLOCK LEAD IS LESS THAN 650 PLF I TOTAL LOAD IS MORE THAN 3/4'OR]/e EACH SIDE AT EXTERIOR 50 PLF 1-1/8.OSB BILKS PNLS. 3/4'GR]/B'OS8 NGTE,JSE VEH FILLERS 6 VEB INTERIOR BEARING WALLS SIDE STAGGERED NOTE,USE WEB STIFFENERS 00049 O3/23/CO OSB SUBFLOOR DECK LOCATION BETWEEN EA.CANT.I-JGIST SUBFLOOR 4 PLY BEAM ONLY,1/2•BOLTS+FENDERWASHERS IF REQUIRED 3Y THE HANGER STIFFENERS IF REQUIRE➢BY 3/4'OR 7/8'GS8 3/4'OR 7/e'OSB BOTH SIDES-2 ROWS B 24•o/c MANUFACTURER SUBFLOOR SUBFLOOR THE HANGER MANUFACTURER 3/4'OR R OSB � SUBFLOOR STAGGERED JOB NUMBOR a 16' 16' 16, MAX. MAX. MAX** MA , TO 4 PLY PW2LPI LL 4'MAX. VL BEAM NOTE,USE ED CANT SHEET NUMBER t STIFFENERS LF RIM JOIST DEPTH SAME USE CONTINUOUS ` NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24'MIN. USE 2.8.4'FILLER BLOCK 2.0 FILLER BILK, S-5—r _. NATE,USE FOR JDIST 16'DEEP GR LESS NOTE,USE FOR JOIST 16'DEEP GR LESS FGR 11-7/8'SERIES 26&30 WHERE HANGERS NOTE,USE DBL,SQUASH BLACKS NOTE,USE SDUASH BLGCKS IF BRG,WALL ABGVE c 1\J' t✓J� NOTE,USE FOR JGIST 16'DEEP DR LESS - AT ALL BRG.WALLS M BEAMS UNREINFORCED'ANT. ARE USED ONLY IF NOTED ON LAYOUT NOTE,VSE VEB STIFFENER[F NOTED ON CATGUT TOP MOUNT I-JOIST HANGER SHOWN 1, RIM J❑IST-BAND 2, RIM J❑IST-ENDWALL 3, RIM J❑IST-ENDWALL 4, REINFORCED CANT, 5. DOUBLE I-JOIST 6. DBL. I-J❑IST @ BAY 7 SQUASH BLOCKS 8, DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPYRIGHT 1995 Pulte Home C oration OF c� LTJ Ld �D ., 240 ROOF JOISTS P + 16' O.C. CO 2x6's 2 45' 16' O.C. - 1/2' PLYWOOD SHEATHING if) 2X6'5 16' O.C. 2x4 KNEE WALL OVER 2x10's 16' O'C. � BEARING WALL AT 2.8 COLLAR TIES CENTERLINE OF • RAISED CEILING ONLY B 16' D.C. MASTER BATH 2x10 ROOF JOISTS (2) 1 3/4' x 11 7/8' LVL's BOLTED�D 2x8 z 2x8'5 16' 16' O.C. TOGETHER W/ 1/2' x 4 1/2' Q JOISTS ICING I CARIAGE BOLTS TWO HIGH 16' D.C. _ 2x8's 16' O,C N 2x61 S 16' O. 2x8's 16' O.C. NOT Lj � AS REQ. TO FIT I D UBLE 2x8'5 2x8 BEYOND CEILING JOISTS 2x8 I JOIST HANGER — L ¢ O 2x8 CONT. CEILING JOISTS HEADER SEE FRAMING PLAN I 6" ' 6" Al 6" 6" 2x4 BEARING x4 STUDI PART. 2x4 EXTERIOR � LJ F-- WALL I WALL W 2x4 BEARING{ PARTITION SIMPSON HHU212-2T EQUAL EQUAL JOIST HANGELZ )SECTI❑N \_ DOUBLE 2x6 PLATE 6 BUILT-UP 2x'5 UNDER V2• = 1'- 0' 2x10 JOISTS 16' O.C. TO FOUNDATION BELOW PI II TE Master BuUde 2xO.C. SED � SECTION OF JOISTISTSECTION S SECTION 2x6's 16' O.C. 2 45' ANGLE S Ej DOUBLE 2x8 CEILING FRAME LH[A=61 SLOPED 2x6's 16' O.0� BEYOND 1' 6" 1' 6" - PROVIDE ALL DRAFTSTOPPING AS REQUIRED IN CHIMNEY 2. PARTITION - 9' e' 3' 0FRAME. 11 CLOSET A 2x10 ROOF JOISTS 16' O.C. B SECTION ® N BEL11 1 OW TERIOR WALL i 1/2• � D B 88' � H "QPTI❑NAL" TRAY CEILING DETAILS SECTIONS .... ... S OP 6' 2x H 6G S 8 D. 1 'J z DOUBLE 2x FR M E DL AR TI " 2 x s C. I 1 AT PERIME ERW 4' 6' END WALL Aa C T -1 E LL V . .. A LD,NG TRS - • o� 2x4 GABLE .. __ .. _. _.. ._ ._ _.. .. .. EL IW oo END WALL B LO A NG W L 2 AR L +A ..... . HX GE S . ... . .BE�:.WT D AL HANGERS T k 2,x i 2 4 EE W L UB:t x8 2) 3 4' 1/ L' 2 OULE 2x C 2x C )2 8 r DRAWN BY i 302 J,A, Bastlen 'I E�HASE FOR DATE. 10-31- 6 2 ZONE SYSTEM 2x S P J I 1 C. REV. No. ~ MECH CHASE FOR PJVI�� O� O G40M"' X: ND 2x P R:7I IO ~ 1 12-06-96 1 ZONE SYSTEM ND RS E F: 00 E ER IN O CA ER OI TS 2 lis C 2 7-04-97 �`°'"" °" T" — — — 3 7-2a-97 ARTIAL PLAN MECH CHASE''`7�'� 2 10 OD R F RS 6' O.C. 4 12-18-97 99145 11/17/99 H C❑N ZONE) 1/4' = 1'- 0' 2 AR NG A BE OW MP ON HH 10 2Tf G S C ) 1 3/ x 11: /8 L L's 2x4 EXTERIOR WALL IS H N SEE S-4 FOR CEILING FRAMEN&\ BELOW m THIS AREA p 2x4 EXTERIOR WALL NOTE, L� 2x CEILIN -2X4 ABLE END CLG. JOISTS NOT DESIGNED JO TS 12' 5' WALL FOR STORAGE LOADS C iLING FRAMING PLAN — & 3 CEILING FRAMING PLAN — BASE PLAN ELEVATIONS #2 s 1/4' = 1'- 0' 1 = S - • a © COPYRIGHT 1997 PULTE HOME CORPOR ON M { 2x10 ROOF JOIST -` - - -- - - - - - - -- GABLE END WALL 16. O.C. - - - - { SIMPSON HU212-2TFJOIST .--i HANGERS 7 1/2, I 1/2' PLYWOO W + (2) 1 3/4' x 11 7/8• LVL' 2x6 BLOCKING 16' O.C. (-- BOLTED TOGETHER I z ~ ~ I INFILL 2x6 JOISTS 1/2' CDX R13SHEATHING I — DOUBLE 2x6 TOP 2x10 ROOF JOIS Ix2 TOP RANK 12 Lr) W 8 CDI PLATE �---Ix8 SUB RAKE lo' q• '5�- " 12' OVERHANG BRICK OPTIONS z 1x8 SOFFIT 2x6 EXTERIOR WALL N2 g 3 ONLY I Q = 2x8 CEILING JOISTS 2x4 GABLE END WAL 1x5 FRIEZE WITH < L'7 • 16' O.C, 7/16' OSB BOARD 3/4' CONT, SPACER 2X10's 16. O.0 � � 2 4" 1/2'x6' CEDAR CLAPBOARDS ' W F– � MAN PROJECTION EXTERIOR WALL AT 4' TW AT FOYER WALL OF HOUSE 1 7 ELEV. g2 g 3 2x4 EXTERIOR WALL WI J Li loq 7/16' WALL SHEATHING DOUBLE 2x6 PLATE l,oC-)N B SECTION N 3 I _• = 1'- n• A SECTION --—_ S-7 _, = 1_ 0 MPULB de 2x6'S 16' { ROOF FRAME 1 @ CHIMNEY 1 { ® 2x4 EXTERIOR WALL BELOW II BE AB BIL CR CK II IOI I E DO LA IF A7 O ER RO F R /2 p 2 16' SH AT NG ( p)° D (2)1 3/4' X I 7/8%LVL { W LLGB ED { C 'In R R FT Ix 7 S 2' H I I i 2 12 ID 2 2 ID OOF- FRAMING PLAN OPTION #2 lx i S 2• 1/4' v 1'- 0' N MA LE 16 C. CDB FT RS OV R AT ED L LG 4 EA IN L BE O 1 DX PL O D SH AT NG LY 0 I DRAWN BY Ba tlfin ----- L39TE �- I- 3I_ 6 REV. No, AT Fp R NL i 1a ID 3 7-28-9 2 IIs �I 2 IB's II I CONT. ABL JOISTS ON 2x4 EXTERIOR WAL ] BELOW a l I II I I SHEATHING (TYP)°pD (2)1 3/4' X +p 305 }1B RAKE AND BLOC i NOTE. ] NG CTYP) REF. SECOND FLR, PLAN 11' 2` I FOR HEADER SIZES - CENTERLINE OF RIDGE I a I BEAR GABLE JOISTS ON 11' 4 3/g' I NOTE, ] OVER 1/2 PID FLATNTERLINE OF RIDGE W/ PLATE HGT FOR THREE H PLYWOOD BRICK OPTION TO BE 12' 111 WHEN BRICK VENEER 2x6 SUB RAKE AND I ON VENEER SIDE ONLY. 11' PLATE MGT. 1 - BLOCKING (TYP) v LLR ....FRAMING PLAN OPTION #1 ROOF FRAMING PLAN BASE PLAN Q COPYRIGHT 1997 PULTE HOME CORPp ON - -__ R ON