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HomeMy WebLinkAboutMiscellaneous - 115 AMBERVILLE ROAD 4/30/2018 N Q m C m G 115 AMBERVILLE 210/108.60098.0000.0 s a North Andover Board of,•assessors Public Access ,, Page 1 of 1 NORTH North_ Andover Board of Assessors s i s { �sscH�S� Sroperty Record Card Click Seal To Retum Parcel 1D:210/108.C-0096-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Al0 Search for Sales r; .Q r Summary t Residence Detached Structure c L� e � Condo 115 A-'E ROAD Commercial Location: 115 AMBERVILLE ROAD Owner Name: LEVEY,ROBERT LEVEY,CLAIRE Owner Address: 115 AMBERVILLE RD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:6-6 Land Area: 0.35 acres Use Code: 1.01-SNGL-FAM-RES Total Finished Area: 3878 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 678,600 637,400 Building Value: 496,400 452,900 Land Value: 182,200 184,500 Market and Value: 182,200 Chapter Land Value: LATEST SALE Sale Price: 820,000 Sale Date: 12/15/2005 Arms Length Sale Code: Y-YES-VALID Grantor: GREENE,CAROLYN Cert Doc: Book: 9942 Page: 2 http://csc-ma.us/PROPAPP/display.do?linkld=2259528&town=NandoverPubAcc 3/19/2013 Residential Property Record Card PARCEL—[D:2101108.C-0096-0000.0 MAP:108.0 BLOCK:0096 LOT:0000.0 PARCEL ADDRESS:115 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price: 820,000 Book: 9942 Road Type: N Inspect Date: 03/02/2010 Tax Class: T Sale Date: 12/15/05 Page: 2 Rd Condition: N Meas Date: 03/_02/2010 Owner: TotFin-Area--3878 Sale Ty'-'p-e P r_Cert/Doc: Traffic: �_'N Entrance -X LEVEY,ROBERTValid-- - - LEVEY,CLAIRE Tot Land Area �0.35 a_" "_Sale Y- " _ � " _ _ _ Water: � Collect Id RRC - � w -"�"' Grantor: � �GREENE;CAROLYN -"" Address: _ a _ _. _ _ _ _ - _.. _ _ 115 AMBERVILLE RD Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 9 Main Fn Area: 1934 Attic: NBHD CODE: 6 NBHD CLASS: 6 ZONE.VR TI Se� Type Code Method ;Sq-Ft Acres Inf[u-Y/N Value Class Sto Height 2.00 Bedrooms 4 U Fn Area: 1944 Bsmt Area: 1920 9 _ -f-.. 9 p _ .­ _.__. _._.._ — _.� t_ �a:, - 1 P 101._. ..S... ._....15035... ,0.350 _ 182,243 Roof: G' -''Full Baths: 21. Add Fn Area: _ Fn Bsmt Area_: _ _ . Ext Wall AV Half Baths 1 Unfin Area Bsmt Grade: i _._ VALUATION INFORMATION Mason Trim: - Exth0_6 Fix 1' TotFin Area: 3878 Current Total: 678,600 Bldg: 496,400 Land: 182,200 MktLnd: 182,200 Foundation':_ _CN_ Bath Qual. a_ M - w RCNLD 496412 Prior Total: 637,400 Bldg: 452,900 Land: 184,500 MktLnd: 184,500 Kitch_Qual: —M -Eff Yr Built: 72000 Mkt Adt Heat Type: T'FA _Ext Kitch:' m' YearBuilt: 2001 Sound Value: ui - - Fuel Typ....e: O �-' -" -��` -�" Grade GV Cost Bldg. _ 496,400 p Fireplace: 1 Bsmt Gar Cap: Condition: G Att Str Val1: Central AC:"�'Y-" Bsmt Gar SF:` Pct Complete: 100 Atf:Str Val2®'--�'i AttGar SF:_ - "440%oGood P/F/E/R: 100///100 Porch Type Porch Area Porch Grade Factor W 252 SKETCH PHOTO 21 v FM/0 12 252 5 .EN. 240 Sq.R 12 'x 21 AMID $� v FU 20 1680 Sq.Ft 32 22 1680Sq.R Y 12 Q{1lG 12 264 Sq.R `. k_ a 176Sq.R $ R 115 AMBERVILLE ROAD 11 22 Parcel ID:2101108.C-0096-0000.0 as of 3/19/13 Page 1 Of 1 I Date.A. . NORTH °'.,�•° .'ha TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING 't • ' a 'O•,r,o.���15 Ss CH This certifies that . .,1= �' '. 7.� .f.. . . . . .. .�`. . . . . . has permission to perform . . . P.t.`. .. . plumbing in the buildings of . . . .P:--�.4 .� . . . . . . . . . . . . . . . . . . . . -� 3 ' at. /. .? .y.fl. �!�<<.. . . . . . . . . . . . .. North Andover, Mass. Fee. Lie. No.. . . . . . . . . . 7.`' . . . . PLUMBING INSPECTOR Check # 5097 oaijt4670M- ZZ fiK�Zt� MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) �• I�N�lOVE2 Mass. Date /Z-2fJ-o51 Permit# 0? 7 Building Location R5' 1IM13f�'✓/ X6 ([tVr 33).Owner's Name P��E NCYL/G RES ld£n.>T/At. Type of Occupancy New li Renovation ❑ Replacement O Plans Submined Yes No n FEATURES. I I I z z V) p N� z W N Nx CC U Z ¢ cD xN W V— rA z_ p a [L O ti tr w w ° 3 � `� ¢ Y ° a ° LL Q � > � o � ° � Q � Zogt� ZZ � � g � T i Q S O Q J J CC CC CC Q Q I y SUB•BSMT. 71 _ BASEMENT IST FLOOR 2 2ND FLOOR 3 3 3RD FLOOR 4TH FLOOR ' 5TH FLOOR 6TH FLOOR TTH FLOOR 8TH FLOOR Installing Company Name FR421CR 4r lC)F-u-5 /i(0014A-)le,4C— Check one: Certificate Aoaress /10 O 40X 6-5 I�Corporation - -Z / 90 ❑ Partnership Business Teiephone 97 3-68%-757 "O Firm/Co. Name of Licensoo Plumber _('—HA2LfS 20AIAL)s INSURANCE COVERAGE: — I have a current liability Insurance policy or Its substantial equivalent which meets the requirements of MGL Ch 142. Yes K No ❑ It you have checked yes, please Indicate the type of coverage by checking the appropriate box. A Lability insurance policy Other type of Indemnity ❑ Bond C OWNERS INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement Check one; Owner ❑ Agent C S. nature of Owner or wn rs Agent I hereby certify that all of the details and Information I have submitted (or entered) In above application are true and accurate fo the best of my knowledge and that all plumbing work and Installations performed under the permit Issued for this application di oe in compliance with all pertlnent provisions of the Massachusetts Slate Plumbing Code and Chapter 142 of the General Liss. By 5 gna we 01 LicensedPlumper Pile Type of Lloensg, Master)< Journeyman O CItyaown License Number APPROVED OFFICE USE ONLY) C k- TOWN N-t � J � S Date..../..OF NORTH ANDOVER S PERMIT FOR WIRING SSACNUSES This certifies that ...... ..�1 C. �i�1�� a..............�- `� i P has permission to perform .......i.:..... . ' �, .. wiring in the building of...�.�. �........ .. .....................//,......'.......J........................ ..`...................1. at................�J ... ........................................ North Andover Mas yFee.,.��.. �.... Lic.No�./" ..� 1. t......./,��......... Check # / ELECTRICAL INSPECTOR C WHITE:Applicant CANARY:Building Dept. PINK:Treasurer DeBc. il.. 0.1% - (3 7711 C0171In0111I)ea1111 of Massachusetts --.-.---.-------.. Ar - - L Velyarlrnrllf of Public Safety 1/70 n..a --- ��\ BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELEGI-RICAL WORK All work to be periormed In accordance will, the h{.ceachueent Eleel:lcal Cody, 527 CMR 12:00 (PLEASE PRIRT III INK OR TYPE AIA. ItiFORItATIO11) I)atc City or 'Lown ofoh►� ��cCs _ Io the Inspector of Wires The undersigned applies for a ne:nit r. ;: Form rhe electrical work described below. Location (Street r, Number)_f. ��i[�,a2�.pll Owner or Ienant PULTE HOMECORP. OF NEW ENGLAND - 508— 787-0002 Owner's Address 257 TURNPIKE RD SUITE 200 SOUTHBOROUGH, MA 01772 Is this permit in conjunction with a building permit: Yes ❑ No L� (Check Appropriate Box) Purpose of Building TEMP POLE _ Utility Authoriration Existing Service Amps / Volts Overhead Undgrd❑ llo. of tleters f New Service 100 Amps 120 / 240_—Volts Ovh eread �] Undgrd (lo. of Ttete:s 1 llumber of Feeders and Ampacity 3 — #2 ALUM Location and Nature of Proposed Electrical Work TEMP POLE No. of Lighting Outlets No. of Ilot Tubs No. of Irans(ormers Total KVA = No. of Lighting FixturesSwl.tmn[ng Pool LJ Above (—q in- grad. grnd. Generators KVA No. of Receptacle OutletsIto. of Oil Burners Ilo. of ELi mergency gT[ting Battery Units No. of Switch Outlets • No. o[ Gas Burners FIRF. ALAR1tS No. of Zones 0 No. of Ranges Total Ilo. of Detection and i No. of Alr Cond, tons Initiating Devices No. of Disposals 110. of lleat IoM Total W Pumps Tons Kia No. of Sounding Devices No. of Dishwashers Space/Area HeatingNo. of Self Contained ding devices No. of Dryers Ileating Devices Kea Local D Municipal ConnectionOther i ❑ LL No. of Nater Heaters KW No, of o. of lqw Voltage I Signs Ballasts Wiring 4 No. Hydro Massage Tubs No. of tlotors Total IIP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES® NO[] I have submitted valid proof of same to this office. YES(N NO 0If you have checked YES, please indicate the type of coverage by'checking the appropriate box. INSURANCE ® BOND 0 OTHER F (Please Specify). Exp 500. iration ate Estimated Value of Electrical Work S WILL CALL Work to Start Inspection Date Requested: Rough _Final Signed under the penalties of perjury: FIRM NAME _,JAMES E. BUCIIANAN E•.L.E•.CTRl_C INC*donot 1.1c. m,.A156J6 Licensee JAMES E. BUCIIANAN SignatLIC. No. E32062 Address P.O. BOX 544 SUTTON MA 01590Bus. Tel. No. 508-865-3335 Alt. Tel. No. OWNER'S INSURANCE WAIVER I am aware that the Licethe Insurance coverage or is sub- stantial equivalent as required by flassachusetts General wsJa , and—that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone tin, I'ER11II FEF. S 5(� Signature 'of Owner or''Agent�— Of�ORTq � h 'pow, S yis wcwus�t CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number -� Dated= THIS CERTIFIES THAT THE BUILDING LOCATED ON loi 3S 14 4V 6--(v 0 i MAY BE OCCUPIED AS 1N1 -4 r l �cxjelI ` IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSET S STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. l CERTIFICATE ISSUED TO ADDRESSs Building Inspector AORTFy Town of E D I over '- _ 41LC% a 0 �oc"Ic , dover, Mass*$ 7 QDRATED -qS BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR ..�:....... FoundationTHIS CERTIFIES THAT........ . �./. Ai has permission to erect................`.........--........... buildings on X0..7`33. .'����/"./� �"� Ro �p I -w-6 �.(� ..-........ C im� in •<S/3 77i �a/ chi wcl i.v �.c /ZrS y I-ly to be occupied as.I....��...�..�.....-----..�.......�.A�.c�._-....�..�/`�....�4.................�.... . provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final 3 Z�_oa 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. log C/ 9.6 ����8 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS 3 - t UNLESS CONSTRUCTION STARTS LEC S E LIT� .. . . .....'00 ........................... . .......... BUILDING INSPECTOR S 1 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. Smoke Det. �� 4 SEE REVERSE SIDE Town of North Andover 4 NORTfy Building Department 27 Charles Street North Andover,Massachusetts 01845 ~ (978) 688-9545 Fax(978) 688-9542 ° o �` n APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS_ LOT NUMBER--J3 SUBDIVISION DATE REQUEST FILED&,2R -d� DATE READY FOR INSPECTION U FIVE (5) DAYS NOTICE PRIOR TO CLOSING D,, rE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRANM. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES_ SIGNATURE OFFICIAL USE ONLY ROUTING CONSERVATION DATE PLANNING DATE D.P.W. —W R METER DATE D.P.W MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED P O TO INSPECTION RE VEST DATE. L � IG A'TUR TDPW AUTHORIZATION No 3 c 5 Date..,F..g//f�- .v*` NORTH °�s�``° '•'"o TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SSACMUs � This certifies that ........................G.....�....CLIA.C4............................................ r ......... �f has permission to perform ........�.��...�../..?! ..:. ....!.f..�.................. wiring in the building of......... ff�!.!Z J'�, ..................... at...L..� .......-7.�'L.l{f,, 1,.1.��..../V...... !z..�,N�rthAnd"Over;Mass. Fee.Y.4.'q.�.. Lic.NO. ........ XELCTRiCALfNSPECfOR s Cneck#-" WHITE: Applicant CANARY:Building Dept. PINK:Treasurer Occupancv and Fee Cite-,ked EOARD OF EIRE PREVENTION REGULATIONS LRev. i Ii99J ttcave btaakl ; APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK �It trent• to he performed in accotdancc with the Nlamehuscus Electrical Code(.MCC).577 C.%IR 12,40 (i'ELISE f:`iK OR 7TPE ALL 1NF'OPM.1770tY) Date: 111 11 101 City or Towtt uf: �Nd ot/,P,` To t;tt'Inspector of 11-ii-es: By this application the widersivned Lives notice of tris or her intention to perform the electrical work described be!ow. Location(Street& Number) ( S NMy 0--r'4'�te 90aaJ L07 3 Owner or Tenant PV I t<. 01ne C aKP Telephoiie No. Owner's Address a$-7 Ty h050 S Ovt Is this permit its conjunction with ffn building perutit" Yes i 0 ❑ (Check Approprinte Box) Purpose of lluildirt� P� iC1 ,� Utility:kuthori2witin No. E.tistine Service Allies / Volts Overhead ❑ Undord❑ No.of;deters `New Service \a►hs J Vults Overilead[3Undgrd❑ \o.of deters ~umber of Feeders and Anipacitr Location and Nature of Proposer! Electrical Rork: S e Q e tow h Cuornktiar o(rhe(ellen leve resole may be uni>:ed br•the Jasoccror of Wire:. No.of Recessed Fixtures iVo:or Ceil:Susp.tl'addle)Farts ! o.of Total Cransforniers KNIA No,of Lighting Outlets No.of Ilut Tubs Generators KVA ' Above In- t 0.01 ntergeltcy tg tine No.of Li;lttiug Fixtures �Striutmin,Pool ornd. ❑ ornd. C Buttery Units No.of Receptacle Outlets No.of Oil Burners FIRE Ai VbHS J\o.of Zones No.o Detection an No.of.SwAtches Ivo.of Gas burners. Initiating Devices Nu.of Ranges No.of Air Cond. Total Tons AIN o.of Alertin;Devices Real utllp I Number ons_ ___V _ t o.ofSelf-Contained �:No.or Waste Disposers Totals: W Detectionl,Uertine Devices o. of DishwashersSpace/Area Heating Connection KW Local C] Municipal ❑ Other Ilien ting Appliances KN Security Systems: u. of DryersNo.of Devices or Equivalent lNo.of 1lratcr t No.of No-o! Bata wiriug: Heaters tt1V I Si,tis 13a11'Sts 1'0.or Devices or Equivalent I" 't" `Telecommunications��'iring I `'r HN H}druinassa;e)3atUtubs Nu.of 1lntors Total Ill' ' No.or Devices or EQ uiralent I OTHER: Atrach additional detail if desires,or as required bF tire htsFecror of 41iris. I-SURt?�-NCE COV EILkGE: Unless trained by the ouster,no permit for the performance of electrical work may issue unless the license^proviLes proof of liability insurance including"completed operation'coverage or its substantial equivalent. The undersiarcd certile,s thus such coverage is in force,and has exhibited proof of same to the permit issuim_office. CH-CK,ONE: ItiSUR.\NCL ❑ I30;N.0 C1 OTHER E3 (Specify-.). (Expiration Owe) Estitnated Vain,of Elecincal 'Work: (When required by municipal policy.) . `.puri.:to Start: inspections lobe requested in accordance with ZIEC Rule tri,and upon completion. f cerr#j% under tire pains and pi nalties of perjury.that the information ore this application is tare avec!eorriplete. LIC.i\0.: S (C_ VI RL�t NaAIL: U L-TQ(� GV/it2.�0 .�-�-- LicensM IAAt� (p soh _Signature LIC.ir0. S�'bG ;i,`�lr�nircuoir,eruct "r.r,neer "tot tier license natuber fine.) flus.Tel.\n. Sri-3 ac)nS7W Address: A)t.Tel.No.: ON `iER'S INSURANCE RANCE l VAIvEll: I and agave that the Licensee does,zoi have the liubilitp insurance coverase ruralatty t Pam t7tlttL'tt CV 13' i'- a!V$iLnawi_below,1 hercb'y tvaivc:tits requircnimt. 1 3111 tilt(Chcc1 ore)C3atttlC ❑oust:r S 3L'tat. . H Qttncr!:��c:tt .. t r�r�+• ITPFE- $ 3S-0o t DATE(MMIDDIYY) .ACORDn CERTIFICATE 4F LIABILITY INSURANCE 05/21/2001 PRODUCER (978)692-7667 FAX THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Durkin DeVri es & Pizzi Ins Agcy, LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 770 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Westford, MA 01886 INSURERS AFFORDING COVERAGE INSURED Jewell Protective Systems Inc. INSURER A: Ace Insurance Ultra Guard Prot. Sys INSURER B: 349 Washington Street INSURER C: Malden, MA 02146 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE POLICY NUMBER DAT MMIDD Y M/ DA E MDD/YY LTR GENERAL LIABILITY 20047823 05/19/2001 05/19/2002 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Anyone fire) $ 100,000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 A X errors & 0m1 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 JECT POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO ALL OWNED'AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ W STA - WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYE $ E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS perations Usual to Alarm/Service/Installation CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- ILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY KIND UPON THE COMPAN ,IT AGENTS OR REPRESENTATIVES. Inspector of Wiring Department =A4EiFT A ACORD 254S(7/97) ©ACORD CORPORATION 1988 COM M . q{pj� ,Q .p^'fir.•i ;, .°� 44j'i.-"�'��q` • - W hY 'Y•.1 441 �• _ n�1ya �� �f�9 OF ELECTRICIANS REGISTERED SYSTEM CONTRAC` OI,'- ISSUES THIS LICENSE TO JEWEL PROTECTIVE SYSTEMS IN � E. MICHAEL A DECOSTA c . 8 IRENE AVE in BILLERICA MA 0 . 821 - 501cp 1526 C 07/ 31✓ 01 93077 .E VT MEN, r Fold, Then Detach Along All Perforations fie T�ana�ru�ruuear!� o�✓b�,aaaar�u4eG�6 f— _ DEPARTMENT OF PUBLIC SAFETY License: SEC SYS CERT. CLEARANCE — Number: SS CC 000516 Birthdate: 08/21/1953 Expires: 08/21/2002 Tr. no: 46 Restricted To: 00 MICHAEL A DECOSTA 110 FLORENCE ST oal flh MALDEN, MA 02148 Commissioner N° 3 C 5 Date..���. ..�v. ........... NORTH li " °t'"'° '•�"° TOWN OF NORTH ANDOVER FO A PERMIT FOR WIRING ,s4 CHUSE� This certifies that y` LAC !�` G `'G f--b- fl ............ .... ............................................ ................. has permission to perform ......... .................... ... ........................................... wiring in the building of.......... .. &0... j. ut_..................... .......1................�....1.`..................... ,.Korth Andover,,Mass. Fee��. .,1�....�Lic.No j /7 -�T..r ` .. I &RICAL INSPECTOR Check # ///f WHITE: Applicant CANARY:Building Dept. PINK:Treasurer i (Mc. U" 0.1%? Tic Commonwealth of MassacfJuse(is P—, N. �` (lccun•ncy ♦L pv Cl,.ck.d ;. Department of Public Safety 3/90 BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 1200 •.Z.I-. APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK NI work to be performed In accordance with the Maesnchuserrs Electilcal Code, 527 CMR 12:00 (PLEASE PRINT Iii INK OR TYPF, Al.l. INFORMATION) Date City or Town of 60—,vzi�71A / tLilaQy — To the Inspector of Wires: ne undersigned applies for a permit to perform the electrical work described 6elow. Location (Street & Number) (SAM UhG:ZV O,-ner or Tenant PULTE HOME CORP. OF NEW ENGLAND 508 78740002 Owner's Address 257 TURNPIKE RD SUITE 200, SOUTHBOROUGH, MA 01722 Is this permit in conjunction with a building permit: Yes a No ❑ (Check Appropriate Box) Purpose of Building NEW ROME _ Utility Authorization &qrL Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service 200 Amps 120 / 240 Volts Overhead ❑ Undgrd ® No. of hete-s 1 Nuober of Feeders and Ampacity 3 — 4/0 ALUM. V Location and Nature of Proposed Flectrlcal Work NEW HOME No. of Lighting Outlets No. of Hot Tubs No. of Iransformers Total U KVA Z No. of Lighting Fixtures Above In- i g g Swimming Pool grad. ❑ grnd. ❑ Generators KVA iNo. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting < Battery Units No. of Switch Outlets i No. of Cas Burners ` FIRE ALAR115 No. of Zones ia No. of Ranges No. of Air Cond. Total No, of Detection and tons Initiating Devices m No. of Disposals No. of Pumps Tonso. oSounding Total Total No. Devices W P _ Ku -i Devices of Self Contained ! ¢ No. of Dishwashers Space/Area Pleating KWDetection/Sounding Devices No. of Dryers Ileating Devices KW Local Mipal 1:1Connnneectidoon❑Other Co L, No. of Plater Heaters KW No, of to. o Low Voltage I Signs Ballasts Wiring cr 0 No. Hydro Massage Tubi No, of Motors Totzl lip OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES® FOE] I have submitted valid proof of same to this office. YES[N NO If you.have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ® BOND ❑ OTIIER ❑ (Please Specify) 5000. Expiration ate Estimated Value of Electrical Work S W1J.J, CAJ.I. Work to Start Inspection Date Requested: Rough Final Signed under Elie penalties of perjury: FIRM NAME^_.JAMES E. Bl1CIIANAN EI..ECTRIC INC. LIG. II.,.A15616 Licensee JAMES E. BUCUANAN :01:590 ature LIC. No. E32062 Address P.O. BOR 544 SUTTON MA Bus. Tel. No. 508-865-3335 Alt. Tel. No. OWNER'S INSURANCE WAIVER: 1 am aware that the Licensee d e not have the insurance coverage or its sub- stant�al equivalent as required by Massachusetts General WS, and that my signature on this permit application waives this requirement, Owner Agent (Please check one) Telephone No, PERIIIT FEE S ":17 Signature of Owner or Agent Location ),p"f 33 A5 Al ,001111 /& No. ,3 t 1 Date jQ2' y M°Ro TOWN OF NORTH ANDOVER ` Certificate of Occupancy $ ° Building/Frame/Frame Permit Fee $ 5 l O CMusE 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ / S/ Check # DAA G C 15 L L 0 Building Inspector DEC-04-2001 04 :32 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 02 e*> Z? X06, AAAB�RYI�LZ SAD 1410 LOT 33 a*f2-071179' 15035 &F. 18.7' 0.35 AC, `QR-��� Q+� 34 S.F- 24.0' Ac. Top ��'Vq�UNdq�j ON ON$177',3 5 32 13888 S.F. 0.32 Ac, 3/V IH Of of Mqs, �2 N��4 ape. STEPHEN M, L3 MELESDUC N `V No. 390A9 17, WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING 1S LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO ,REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E,M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL N0, 250098 0015 C SHOULD NOT 13E USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 33 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PUL.TE HOME CORP, OF NEW ENGLAND I STONEHAM, MA. 02180 257 TURNPIKE ROAD SUITE 200 (781) 438-6121 SOUTHBOROUGH. MASSACHUSETTS 01721 SCALE:1"=30' ©ATE: 12/4/01 Location /rA �` 11pbeeui lle- (a No. c i q Date r. M°R*M TOWN OF NORTH ANDOVER ott.an , �tio + ; ; Certificate of Occupancy $ ,Ss. NUSES Building/Frame Permit Fee $ Foundation Permit Fee $ D Other Permit Fee $ TOTAL $ 16- 4) Check # I moor) II�60� 1 C 1 9 7 I Building Inspector t le oAl TOWN OF-NORTH ANDOVER BUILDING DEPARTMENT EN'T APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER l v DATE ISSUED. SIGNATURE: c ,� Building Commissioner/I for of Buildings Date SECTION 1-SITE INFORMATION 7,33 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning onin Distrid Prolroed seLot Ai a!45 Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R red Provide ReqWred Provided RegWred. Provided 1.7 Water Supply M:G LCAO.1 34) 1.3. Flood Zone lnfomtation: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone 0 Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record ` /LU�tl`_ f�� -e CP D�,/s 2 S"7 ?"yP�PI 4 Rd �uA6o&2c�4 111p1VVV` Name t) Address for Service: al 77 Z_ `\ Signature Telephone 2.2 Owner of Record: \ Name Print Address for Service: Si nature Telephone SECTION 3-. 9-kV., SERVICES 3.1 Licensed Con, -action Supervisor: Not Applicable ❑ Licensed Construction Supervisor: License Number 227— StfQ.I'll re3 Dn. Aga..HCII/_eSf�tiC Address 2n5Z—Z SO�- 374, Expiration Date icic Signature Telephone I 3.2 Registered Home Improvement Contractor Not Applicable ❑ I 'ompany Name Registration Number i kddress SOON Expiration Date .i nature Telephone t SECTION 4-WORKERS COMPENSATION(IYLG.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this'application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.....X No.......0 SECTION 5 Descri tion of Proposed Work check au applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be " �� FFiCSE � t Completed by permit applicant �� x �ar 1. Building (a) Building Permit Fee S0, }_r. a o 149 2/,' Multiplier 2 Electrical Q (b) Estimated Total Cost of ry 1 0 4( f Construction —I 3 Plumbing dgC)0 Building Permit fee(a)X(b) 4 Mechanical HVAC l to 5 Fire Protection i 11 6 Total 1+2+3+4+5 /r Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT } I, as Owner/Authorized Agent of subject property Hereby authorize to act on L My behalf,in all matters relative to work authorized by this building permit application. PSECTION Owner Date NER/ UT ORIZED AG NT E TION as Owner/Authorized Agent of subject vare that the statements and information on the foregoing application are true.and accurate,to the best of my knowledge and belief (DA l/1 ktL ► Print Si ature of Owner/A ent Date i NO.OF STORIES SIZ Ad , f� BASEMENT OR SLAB ,g5e_1nea4 SIZE OF FLOOR TR%4BERS IST / ` P/ 3RD SPAN MIENSIONS OF SILLS 2 X(, DIWNSIONS OF POSTS J� DEAENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS le"" SIZE OF FOOTING X �r MATERIAL OF CHIMNEY _ C IS BUILDING ON SOLID OR FILLED LAND S2j IS BUILDING CONNECTED TO NATURAL GAS LINE i FORM U - LOT RiELEASE FORM /y�� 140144 �. I`IST�4UCTIONS: This form is used ro verily that all necessary acGrovelslpermit- Prom Eic,�rdS 2nd Departments having jurisdiction h2ve been obtained. This does riot the applicant andfcr landowner from complionce with any applICuble or reyui jri,Cnts. "'t--ry.:"AFPLICA,NT FILLS OUT THIS 5.pS 5v9 3711 5A t_ APFLIC , aT L6®rF✓ tfl9'�fa o> ra��'✓ PFCNE - ��-7 ��V� LCCA-1 i0`1: P lap Number /,0 PARCEL SUEDIVISICN �f l'.Sf f4AE�to ;%t;T�_ s LOT (S) ST=EET ST. NUMEER I OFFICIAL USc RECOMMENDAT IONS OF TOWN AGENTS: fC0NScRV ION AD MIN15TRAT 0R DATE APPROVED //'j7 ?7/ DATE REJECTED COMMENTS TO`✓1J PL4NNE . DATE APPROVED ' DATE REJECTED C O M UI ENT n/ L - FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEFTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS /UELIC 'NORKS - SFIVERPNATER CONNECTIONS � 11 DPIVE'NAY PERMIT — PE DEPARTMENT'( r. C iVc EY EUILDING !MSPEC T CR CA.T AUG-08-2001 05 :51 PM MARCHIONDA&ASSOCIATES 781 438 9654 P_ 01 7 33 i 15,03 � sr �o I 172x8 TF= 173 5•' � �_ � _ --- \ TF7: 17 7,/5,- \� 13, 1/68.8 PULTE H COR RATION RESERVES THE RIGHT TO MAKE FOLD ANGE$ TO HIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITM THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME, PROPOSED SITE PLAN LOT 33 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANOOV�R, MA PREPARED FOR ENCINEERING AND PLANNING CONSULTANTS PULTE HOME CORP, OF NEW ENGLAND 62 MONTVALE AVE. SUITE I 257 TURNPIKE ROAD - SUITE 200 STONEHAM, MA, 02180 SOUTHROROUCH, MASSACHUSETTS 01772 (617) 4-TA-6121 SCALE: 1"-2p' DATE: 8/07/01 � . ? 747 t • I APPLICATION FOR SEWER SERVICE CONNECTION I North Andover, Mass. //n,, n Application by the undersigned is hereby made to connect with the town sewer main in 24014�/fJfG P Street, subject to the rules and regulations of the Division of Public Works. /`-zic The premises are known as No. �� ,�—[ %'i�� �?�i�t ��,' Street or subdivision lot no/. Owner Address Contractor Address XAppl&,canrslsi�gn ure PERMIT TO CONNECT WITH SEWER MAIN r The Division of Public Works hereby grants permission to— Pli Ye—.Az�a� ��/7), to make a connection with the sewer main at Ile— PJ Street subject to the rules and regulations of the Division of Public Works.. Division of Public Works By Inspected by 1-1,24 Date See back for rules and regulations TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 J.WILLIAMHMURCIAK, P.E. Telephone(978)685-0950 DIRECTOR Fax(978)688-9573 a KORrh t �Qf,t1.f0 f 9•r0 � L O T F p • '9SSR�NUS S�5 DRIVEWAY PERMIT PP DATE tf c' t LOCATION j{ ert) C' BUILDER phone OWNER ��� �U� dor J& phone ,r__7ip THE NORTH ANDOVER SUPERINTENDENT OF OPERATIONS MUST BE NOTIFIED OF THE GRADE AND SETBACK FROM STREET. CALL THE SUPERINTENDENTS OFFICE BEFORE FINISH GRADING AND SURFACING FOR APPROVAL OF SUCH ENTRY. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. X R fP L, < CA NT G3 5l6NAY v�� Growth Management Eylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under sec'icn 8.7.6 of the Town of.North Andover Growth Management Bylaw. Tie building applicant shall provide all of the necessary ornatibn as requested'below. inf Name of Applicant on cuilding Permit(below) AddressofProperty ter Pen-nit(t-e!ew) N12o and Parcel : Purpose of oplication (check below) Phone Numb of Ap licantSingle Family Two Family . NuFm� o — I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or any par y to this permit from the requirements of obtaining other permits required prior to the issuance of the-uiicing Permit. Further I understand that my interpretation of the EXEMPTION status is subject,e review by the Building Department andis only officially accepted when the Building Permit ig 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 reconstruc^;on of a dwelling in existence as of the effective date of this by-law,provided that no additional residential unit is created. viaw.The lots)were/was unrated prior to May 6, 1356 are exempt from the provisions of this Secticn 8.7 of the Zoning E This application is for dwelling units for low and/or moderate income families or individuals,where all ofthe ciditions of 8.7.6.care met and/or represents Owelling units for senior residents,where occupanef of the units is restricted to senior persons through a properly executed and recorded dead restriction running with the!and, For purposes of this Section"senior'shall mean persons over the age of 55. �I Thio appiicatlon is a part of a development protect 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 trailaces,with the surplus land equal to at least ten buildable aes and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricuitural Preservation Restriction,Conservation Restriaicn,dedication to the Tcwn, or other similar mechanism approved by the Planning Board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership wiih an aclacent parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the P!anned Growth Rate and Oevelopment Scheduling provisions for the purpose of construc ing one single family dwelling unit on the parol. This application represents a lot which is ready for building permits.(i.e, all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not ac=mmodate issuing a building permit in that Year, one building permit will be issued per Year per Cevelopment until such time as the Oevelopment Schedule accommodates issuing building permits. Applicant must Supply approved form U with this E'GEMPTION. Please provide any and all information that would assist the Building Department 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 attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inacc crate i rm tion, or the checking off of an above it m which does not comply,whether done to my knowled or note is grounds f r FL by t uildin. epartment to issue a Building Permit. ja ignature cf wrier or Authonzed Age who s,gned the Attached 8utlam Permit Cate This form must be attached to the Building Permit upon application for such permit Jfie lJanv»za�r.�ve¢�� a�J�;6�edtcc�uWeC�d BOARD OF BUILDING REGULATIONS bre.,, License: CONSTRUCTION SUPERVISOR Number: CS 077396 a`• Birthdate: 03/02/1962 Expires:03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR .� !xT MANCHESTER, NH 03103 Administrator Mesiti De,v/ Group Fax:9T8-5578160 Jun 13 2000 12:54 P, 19 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations , Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: Phone (�1 am a homeowner performing all work myself. �l am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for rrry employees working on this job. Co�art�_name: , Address citty`sG el-11do'e9cec"llW"? 07 /77 Phone I nsurance Co. ✓ i e /u �'e '0. Policv# J`CF C-q-3U 1l S�LL Company name: Address C Phone# Insurance Co. Policy# Failure to secure coverage as required under Section 25A or MGL.152 can lead to the imposition d criminal penalties of a fine up to$1,5Go.Co and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($1 oaco)a day against me. I understand that a copy of this statement rr 6y be forwarded to the office of Investigations of the DIA for coverage verification. I do hefty certify under the pains end penalties of perjury that the information provided above is true and comate. Signature — Date Print name_ Phone# Official Use only do not write in this area to be completed by city or town offidal' Q Building Dept ❑Check it immediate respertss is requ&-cd Building Dept ❑ Licensing Board ❑ Selectman's Office ontac peraron: Phone# Q Health Department Other. RAI WORKMAN'S COMPENSAraON oerll by: PULiE HOME CORP; 1 401 739 6457' Aug-6-01 4:52PM; Page 1 /1 CERTIFICATE OF INSURANCE ISSUE DATE: 8/6/01 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 Horne Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hallene Road,Suite 211 COMPANY A Pacific Employers Insurance Company Warwick, RI 02886 COMPANY B Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES i-HIS 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 1 EXPIRATION - ..... TYPE OF INSURANCE POLICY NUMBER DATE DATE _ LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 5/1101 511102 I PRODUCTS-COMP/OP AGG. $15,OOD,000 ON AN OCCURRENCE BASIS j I 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 i AUTOMOBILE I COLLISION DEDUCTIBLE LOSS PAYEE: COMPREHENSIVE DEDUCTIBLE COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 I 5/1101 1 511/02 I (Owned,Hired&Non-owned) ADDITIONAL INSURED: EXCESS LIABILITY i EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 5/1/01 511/02 STATUTORY LIMITS EMPLOYERS'LIABILITY ­ii EMPLOYERS' ENT......................... ............................................... $1,000,000 MA,NVI SCF C4 309181 5 1 511/01 j 511/02 i DISEASE-POLICY LIMIT $1,000,000 ` DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY I ; REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFF: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBI F PER OCCURRENCE: OTHER r I I DESCRIPTION OF OPE RAT]ONSfLOCATIONSNEHICLES/SPECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRA71ON DATE THEREOF.WE WILL ENDEAVOR North Andover, MA 01835 TO MAIL )0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE 1-11_j� 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 Signature of Permit Applicant p/ Date (/ NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector y. . i SEP.26.2001 1:45PM PULTE HOME CORPORATION OF NE NO.007 P.14/19 MASchecl COMPLIANCE REPORT Massachusetts Energy Code permit # MAScheck Software Version 2.01 Checked by/Date ' CITY: North Andover STATE; Massachusetts UDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING,SYSTEM TYPE: Other (Non-Alectric Resistance) TITLE; L'ot #33 Wellington Elevation #3 PROJECT,INFORMATION; Forest View North Andover, MA. COMPANY INFORMATION: Pulte Home Corporation. New England Division NOTES; Customer purchased elevation #3, R-15 wall insulation, two additional windowsi a florida rm. , and a walk out bay ILO (2) 28621s• COMPLIANCE: PASSES Required UA = 626 Your Home = 597 Area or Cavity Cont, Glazing/Door Perimeter R-Value R-Value U-Value UA CEILING 21.80 36.0 010 65 WALLS; wood Frame, 1611 O.C. 3016 13.0 010 248 GLAZI\G:ii Windows or Doors 504 0.330 166 GLAZING:; Windows or Doors 38 0.300 11 DOORS 39 0.280 11 DOORS 20 0:160 3 FLOORS: !:Over Unconditioned Space 248 30,0 0.0 8 FLOORS! iOver Unconditioned Space 1.909 21.0 0,0 84 HVAC EQUIPMENT: Furnace, 81.0 AFUE COMPLIANCE STATEMENT; The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater tha12 of t design load as specified in Sections 780CMR 131D ,4. ` Builder/Designer Date SEP.26.2001 1:45PM PULTE HOME CORPORATION OF NE N0.007 P.15i19 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheci Software Version 2,01 Lot 433IWellington Elevation 43 DATE: 9726-2001 Bldg. I Dept. Use I CEILINGS: [ ] 1. R-38 n Comments/Location gig WALLS: [ l 1, Wood Frame, 761O,C., R-13 01- comments/Locationd T WINDOWS AND GLASS DOORS: [ ] 1, U-value: 0.33 For windo without lab 1 d U-values, describe featur # Pane$ Frame Type (,r✓ Thermal Break? [ Yes [ ] No Comments/Location d [ ] 2. U-value: 0.3 For windo s without label d -values, describe feature # Panes Frame Type L,. Thermal Break? Yes [ No Comments/Location DOORS: [ ] 1, U-value: 0.2a Comments/Location [ l i 2. U-value: 0.16 Comments/Location__ FLOORS: [ l 1, Over Unconditioned Space, R-30 n�� Comments/Location [ ] 2. over Unconditioned Space, RrAl Comments/Location I HVAC EQUIPMENT: [. ] 1, Furnace, 61,0 AFUE or higher Matte and Model Number AIR LEAKAGE: [ ] ' joints, penetrations, and all other such openings In the building envelope that are sources of air leaXage must be sealed. When installed in the builaing envelope, recessed lighting fixtures shall meet one of the following requirements. 1, Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air lea%age into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1,57 lbs/ft2 pressure f SEP.26.2001 1:46PM PULTE HOME CORPORATION OF NE NO.007 P.16i19 i difference and shall be labeled. VAPOR RETARDER: [ ] 'Required on the warm-in-winter side of all non-vented framed ;ceilings, walls, and floors. MATERIALS IDENTIFICATION; [ I ;Materials and equipment must be identified so that complianYe can Abe determined. Manufacturer manuals for all installed heating ;and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating .equipment efficiency must be clearly marked on the building plans 'or specifications. DUCT INSULATION: ( ] Ducts shall be insulated per Table J4.4.7,1, DUCT CONSTRUCTION: L ] 'All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or ;joist cavities/spaces used to transport air, shall be sealed 'using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch, Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS; [ ] ;Thermostats are required for each separate HVAC system. A manual, or automatic means to partially restrict or shut off the heating j ;and/or cooling input to each zone or floor shall be provided. TVAC EQUIPMENT SIZING: [ ] ;Rated output capacity of the heating/cooling system is 'not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. i ( ] SWIMMING POOLS: 'All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from anon-depletable sources. Pool pumps require a time clock. [ ] J VAC PIPING INSULATION: ;HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) ; PIPE SIZES (in.) 'HEATING SYSTEMS: TEMP (F) 211 RUNOUTS 0-11' 1.25-211 2.5-411 Low pressure/temp. 201-250 1,0 1.5 1.5 2.,0 Low temperature 120-200 0.5 1.0 1.0 1,5 Steam condensate any 1.0 110 1.5 2.0 COOLING SYSTpMS: Chilled water or 40-55 0,5 015 0.75 1.0 refrigerant below 40 1.0 1.0 1,5 1.5 5EP.26.2001 1:46PM PULTE HOME CORPORATION OF HE NO.007 P.17i19 CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in,) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-111 I 0-1,2511 1.5-2.011 2,0+11 170-180 0.5 I 1.0 � ,5 2,0 140-150 0,5 I 0.5 1.0 1.5 f 100-130 0.5 I 0.5 0,5 1.0 ----NOTES TO FIELD (Building Departmezlt Use Only)------------------------- "` SEP.26.2001 1:46PM PULTE HOME CORPORRTION OF NE NO.007 P.10/19 �f , , , � , emo I�.) Tj 11Y or , 5b� . Tom, SEP.26.2001 1:47PM PULTE HOME CORPORATION OF NE NO.007 P.19i19 . w�ayal�i.n:n•�IIII IIrU\SII\YI��Y�\illlll\YI IIr1�iY1/1�11��1 I\I `. fq x 4 _ 1(a_ : �� 12 1 1 II r f x.10 R TIy Town of E D Over o a- � -aoo dover, Mass., / 0RATEO S H � BOARD OF HEALTH PERMIT T D . Food/Kitchen Septic System iBUILDING INSPECTOR THIS CERTIFIES THAT................. .............L.... . �19_t._5.........�.1'C.... s4J �A�1.1�/1........ Foundation has permission to erect................/..................... buildings on .t.0--�33 ��l�� ,l`��,�L'�u����e/- ��C Rough to be occupied as./ �� �� n'l-. /o��/ // C�1oC� //V /`G ��rs��%' � Chimney /............. .�5............. ....• ................. .5...., .......................................... 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. /oRe/ 9'6 '�i( �V � -- PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR 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. IFSEE REVERSE SIDE Smoke Det. ORTH Town o 1 Andover o No. ..w. � �/� JK y cc% __ = o ndover, Mass., o o/ T D - LAKE COCHICME WICK ADRATED P'? �5 �SSACHUS�� IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ....;�3v.<..t .........7 'm ........ �`...... e ...... ~? � 4!!:?. ............. has permission to excavate and pour foundation at .....,t�Q.l .... ........... ......... .. ............... P n C for the purpose of...l 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. 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. C .. ............... BUILDING INSPECTOR Frazier & Wells Mechanical Contractors, Inc. 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 O V E R S H E E T Lc•t 433 Forest View Estates, North Andover, Masaachusetts W A T E R S TJ P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1.540 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) 22.5 MINIMUM PRESSURE PER. SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.89 gpm AT A PRESSURE OF 63.65 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM ------------------- Ill DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER (--PVC Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot. 433 , Forest View Estates, North Andover, Masaachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ J TEST AREA 3 [k REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 52.00 23.39 18.75 19 5.40 52.00 22.50 17.36 THE SPRINKLER. SYSTEM FLOW IS 45.89 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO, 1 IS [ �I THE INSIDE HOSE [ ] RACK SPKLR'S. 250.00 gpm YARD HYDT. FLOW is THE FOLLOWING PRESSURES & FLOWS OCCUR 0'00 gpm ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 RESIDUAL PRESSURE Psi TOTAL SYSTEM FLOW 78'00 psi AT 1540.00 gpm 295.89 gpm AVAILABLE PRESSURE 96.36 psi AT 295.89 gpm OPERATING PRESSURE 89.17 psi AT 295.89 gpm PRESSURE REMAINING 7.19 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A ( BACKFLOW PREVENTER ( ] METER [ 1 DETECTOR CHECK VALVE ( J OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot #33 , Forest View Estates, North Andover, Masaachusetts FAGS 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=Savin _ g Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO (gpm) (ft) (ft) C TYPE ------ ----------=====DIFF= (in) (psi) (Psi) (psi) (psi) (psi) 1 209 95.89 135.00 209 200 r r 0 0'00 100 111 8.550 0.000 0.000 89.17 83.17 45.89 835.00 3 64,21 100 111 12.640 0.000 -2.600 83.17 h.� n 210 2.33 45.891540.00 0 0.00 100 17 7.583 0.000 14.300 85.77 61.38 0.09 233 133 45.89 50.00 3 1.66 100 17 1.481 0,158 0.000 71.38 63.22 8.16 133 4 45.89 34.00 4 5 45.89 0 0.00 100 17 1.481 0.158 0.000 63. 2 63.II5 r 9.25 32 3.32 120 18 1.265 0.243 0.000 5 6 45.89 13.50 3 1.99 63.85 60.80 -0' '3 6 7 45.89 7.00 120 18 1.265 0.243 2.925 9.05 7 8 0 0.00 120 18 1.265 60.80 4^0.12 C,76 0.243 0.000 48.12 46.92 1.70 5.89 3.50 2 1.33 120 18 1.265 0.243 0.000 46.42 45,24 1.17 8 9 45.89 3.50 ., 0 0.00 1� 9 10 45.89 1 75 0 18 1.265 0.243 0.000 0 0.00 120 18 1.265 45.24 94.40 0.84 10 11 45.89 1.50 2G 0.243 0.000 44.40 43.98 11 12 45.89 2.66 120 18 1.265 0.243 0.217 43.98 41.229 0'42 10.00 12 13 0 0.00 120 18 1.265 0.243 4.333 41.29 2.4i 4 .89 3.5G 2 5.30 � 9 1.400 3 r 13 14 45.89 5.75 32 9.27 1L0 0.148 0.000 3.23 2.43 120 39.53 33.L3 :t.30 14 15 75 0 0.00 120 9 1.400 0.148 0.000 33.23 31.00 2 23 45.89 7. 15 16 45.89 r 0.148 3.358 31.00 26.50 5 6.�0 22 9.28 120 9 1.109 0.461 0.000 � 50 1.15 16 17 22.50 2.25 22 9.28 120 9 1.109 0.123 16 18 23.39 0.25 17.80 3 3.31 0.000 19.22 19.22 7.27 17 1�0 9 1.109 0.132 0.000 19.22 18.75 0.97 19 22.50 0.25 3 3.37. 120 9 1.109 0.123 0.000 17.80 17.36 0.44 A MAX. VELOCITY OF 15.23 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Lot 433 Forest View Estates North Andover,Masaachusetts 150.00 140.00 _.. 130.00 120.00 110.00 100.00 -_ --� E 90.00 (DI . T 5 80.00 S .. 70.00 60.00 R 50.00 E :. 40-00 30.00 '.. 20.00 10.00 0.00 0 500 1000 1500 78.00 , _ ?L101 P� �. 1 ti�40 00q ern FLOW 01 l?wrri r� 89 1 ' I;a;,P � " 5.;89 P Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01344 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 #33 , Forest View Estates, North Andover, Masaachusetts 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 p 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 AT THE BASE OF THE RISER (REF. PT. 4) 63.52 psi PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC —a4leL & wells Mechanical Contractors, Inc. Fire Protection Specialists Lot #33 Forest View Estates, North Andover, Masaachusetts HYDRAULIC CALCULATIONS AT SPECIFIED FLOW PAGE I TEST AREA 1 THE FOLLOWING SPRINKLERS ARE OPERATING IN: . [ ] [ ] 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 52.00 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. I IS 30.00 gpm 1 THE INSIDE HOSE 250.00 gpm [ ] YARD HYDT. FLOW [ ] RACK SPKLR'S. THE FOLLOWING PRESSURES & FLOWS OCCUR is 0.00 gpm --> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 TOTAL SYSTEM FLOW psi AT 1540.00 gpm AVAILABLE PRESSURE 280.00 gpm OPERATING PRESSURE 96.46 646 psi AT 280.00 gpm 81.42 psi AT 280.00 gpm PRESSURE REMPTNING 15.05 psi TH_E ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 5 F [�(I BACKFLOW PREVENTER OR A [ ] DETECTOR CHECK VALVE METER [ ] OTHER DEVICE •Lader & Wells Mechanical Contractors, Inc, Fire Protection Specialists Lot 433 , Forest View Estates, North Andover, Masaachusetts FITTING Equivalent Len thPAGE 2 1 -45 Indicates Equivalent Length, peT NFPA 13 1994 6-4.3 ----_=-Elbow,-2=90 Elbow, 3='T'/Cross, 4=ButterflYl Valve ThreadedThreaded Fitting S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. 11-W PIPE ------------ -- (gpm) (ft) DIA. FRIC. ELEV. (ft) C TYPE (in) FROM TO DIFF 30. 00 135.00 1 209 (psi) (Psi) (psi) (psi) (psi) 0 0.00 209 210 30.00 835.00 100 111 8.550 0.000 0.000 81.42 7 210 233 3 64.21 100 117 12.640 0.000 -2,600 5'41 6.00 30.001540.00 0 0.00 100 17 7 75.41 78.01 233 133 30.00 50.00 3 1.66 100 583 0.000 14.300 78.0163.6-, 0'00 133 4 30.00 34.00 17 1.481 0.072 0.000 9 0.0� 4 5 30.00 0 0.00 100 17 1.481 - 63.67 59.96 x.71 5 6 9.25 32 3.32 120 0.07 0.000 59.96 63. 52 30.00 13.50 3 1. 99 18 1.265 0.111 0.000 63.52 -3.56 6 7 30.00 12018 1.265 00 3.50 0 0 18 1,265 0'111 2.925 62.13 51.49 7.39 7 8 30. 00 120 8 9 2 1.33 120 0.111 0.000 51.49 50 �2 30.00 3.50 p 18 1.265 0.77 9 10 30.00 1. 0.00 120 18 1.265 0.111 0. 000 50.72 50.18 =3 75 120 000 50.18 0- l0 0 0.00 1.265 11 12 30.00 7.50 22 2.66 120 18 0.111 0.000 0 49.80 0.39 10.00 1.26 0.111 0, 49'8 49.60 O.1Q 217 49.60 48.26 12 13 0.00 120 18 0.111 4.333 30.00 3.50 2 5.30 120 1.265 1.12 13 14 30.00 5.75 9 1.400 0.067 46.26 42.82 1 .11 14 15 32 9.27 120 9 1.400 0.067 00.000 42.82 42.23 0.59 30.00 7.75 0 0.00 120 9 1.400 000 42.23 i5 16 30.00 6.50 41.221.01 ' 6 17 30.00 2.25 22 9.28 120 9 1.109 0'067 3.358 41.22 37.34 0.52 16 18 0.00 22 9.28 120 9 1.109 0.210 0.000 37.34 34.03 3.31 17 30.00 0 �5 3 3.31 120 9 1.109 0.210 0.000 34.03 31.61 2 19 0.25 0.000 0.000 2.00 3.31 120 g 1-109 34.03 39.03 0.210 0.000 31.61 0.00 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. wiI t 5UHPLY/DEMAN D GRAPH 150.00 Lot#33,Forest View Estates,North Andover.Masaachusekts 140.00 130.00 120.00 , P 110.00 ....... ...... . 100.00 90.00 00.00 � `.. .: S 70.00 60.00 50.00 E 40.00 30.00 20.00 0.00 ...f ............... 0.00 0 500. 1000 OuPPIti- 78.00 �t 1500 P 1 X40 0t1 qP, 2000 2 P t ,.�. - FLObJ � a'' (� ���j � �r .�•••xr,�oui.iHTES 781 438 9654 , P. 01 CQ� ,J i 33 15, 03 'r ._ BOT.166.75 Y 172x$ I TF= 173.5 � r i \` TFC 177170 "" / 0 1/6 �r \ I � / PULTE H RATION R / IN ORDER 70 AC HIE 4E PROP ERERS h1E RICH TO MAKE AC THE CONSTRUCTION OF DRAINAGE, MEETS FILO CSS TO HIS p MAY BE MADE WIT}{OUT N OF ThE HOME (N THE TsACk REQUIREMENJ LOT PLAN CONSUL7ATION WTH THE BUYER IN OST OPTIMUM WAY. THESE FIELD AOR ORDER 70 EXPEDITE THE CONSTRUCTION OF 7HE HOME, PROPOSED SITE PLAN 101 33 FOREST VIEW ESTATES NORTH ANDOVER, MA MARCHIONDA 9, PREPARED FOR &C A S S PU(,Tp HOME CORP, OF ENGINEERINt; AND P OC•��-•P 257 TURNPIKE: NEW ENGLAND LANNlNG CONSULTANTS ROAD - SUITE 200 SOUTHllOROuq-I MASSgCHUSET 62 MO 017STONE NTVAIE AVE. SUITE I TS 72 STONEHAY, MA. 02180 SCALE: r-2Q' (617) { 8121 DATE: 8107101 to PUL , TE H11ME C [IRPLIRATI [IN [IF L04- 3 ' o e. )biKs+Q M MASSACHUSETTS PULTE 1'"' ? , ! ,-S Master Builde (JA,)1 QU4- 176 East Main Street , Suite 1, Westborough, Massachusetts 01581 Floptejx THE WELLINGTIIN GARAGE LEFT DRAWING INDEX A-1 ELEVATI❑N 1 A-16 BUILDING SEC TIONS/DETAILS A=2 ELEVATI❑N 2 (BRICK OPT, #1) A-17 WALL SECTIONS A-18 WALL SECTI❑NS (BRICK VENEER) A-3 ELEVATI❑N 3 (BRICK OPT. #2) A-19 FINISH BASEMENT PLAN A-4 ELEVATION 4 A-20KITCHEN & BATH PLAN/ELEVATI❑NS A-5 ELEVATI❑N 5 (BRICK OPT, #1) A-6 ELEVATI❑N 6 (BRICK OPT. #2) A-21NOT USED A-7 ELEVATI❑N 7 (BRICK OPT. #3) A-22ELECTRICAL PLANS A-8 ELEVATION 8 S-1 FOUNDATI❑N PLAN S-2 F❑UNDATI❑N PLAN ❑PTI❑NS A-9 ELEVATION 9 (.BRICK OPT, #1) S-3 F❑UNDATI❑N DETAILS d, A-10 ELEVATI❑N 10 (BRICK ❑PT.#2) S-4 FIRST FLOOR FRAMNG PLAN/DETAILS A-11 ELEVATION 11 (BRICK OPT. #3) A-12 ELEVATION 12 P❑RTIC❑ OPTS, S=5 SECOND FLUOR FRAMING PLAN/DETAILS A-13 FIRST FLOOR PLAN S-6 CEILING FRAMING PLAN/DETAILS S-7 ROOF FR A-14 FIRST FLOOR PLAN ❑PTI❑NS FRAMING PLAN/DETAILS A-15 SECOND FLOOR PLAN 1101 INTERIOR DETAILS 12.00 FIREPLACE DETAILS . 15,00 OPT. SUNK❑❑M 15,01 OPT, FLORIDA ROOM < - ( COP' 1 1997 PULTE HON - r] � w � CUNT. RIDGE VENT CONT. RIDGE VENT :D I CONT. RIDGE VENT CONT. RIDGE VENT Cb ASPHALT SHINGLES ___ W O ASPHALT SHINGLES (� 1 12 BITUTHANE 18' HORZ. Q 18VERT. AT ALL WALAAALMMM���\\\ ASPHALT SHINGLES a z TOP OF-PjATE ROUE JUNCTIONS \ L'3 � moil \ p ASPHALT SHINGLES l� -- O 2'0d FLOOR- FYPON k 660R-2 I— Q p FYPON k850 -__ - 28' ROUND CLOSED W DOOR HEAD W/ r LEAD FLASHING a� 0 12 72 HOARD LOUVER 1x6 FaIE w 1x6 TRIS __--_ _-___-____9-�_ _ _ _ 9-_-_- -_ TOP OF PLATE � Ld _-_ n❑ 1st FLOORn - 1 5 FR1EZ -- ---.---- CL OARD LEAD FLPAINTED ASHING - 8'-0' x T- 0' FL H CONCH FOUNDATION 1,6 CORNER m P U L T E WOOD INSUL. O.H. DOORS '�_ _ �___-_._ ____ _ H SEMENT FLOOR -- - - F F - F BOARDS Master BWlde C�----�_----- ----- -_---_-_- -.-_ ____2nd FLOOR "❑PTI❑NAL" FRONT ENTRANCE GARAGE 1x6 FRIEZ ^Rl °= • • - LEAD"FLASHING BOARD SUNBURST W/ 1/8' = 1'- 0' 1x6 CORNE BOARDS 'OPTIONAL' I/2 ROUND WINDOW - W/ 2652DH BELOW, BITUTHANE VERT. @ WALL ..-.._. O ! o AND 18' MIN. HURZ. ON _____ ROOF A A hF CRICK E -- -.. GRADEAPPRO , FINISH A A GRADE BITUTHANE "1 8( a ------ lst FLOOR _ -.-.-.-_DE �J VERT. & l8' HO IDGE VENT � GRADEX. FINISH 3 SIDES -- -------------- .- IxB WAS ERBOARD SHINGLES -.-- CONT. ALUM. CAP FLASHING FYFION k 1030 FLUTED ASPHALTc RSTEP EQUI EO PIL STERS _----- ______ ____ -IL'ISIDELIGHTS ----------------- ----- I I I STEP PWALOTINGI J BOARDSRNE - \�ikl-- CONC. FOUNDATION I I BASEMENT L- -- - FLOOR ---_ -------- --------- --==--------�____ W FRONT ELEVATI❑N - ELEVATI❑N #3j CONC. FOUNDAN-�TIOj j F WOOD INSUL.00.H O.H. DOORS RIGHT END ELEVATI❑N 1/8' = 1'- 0' DRAWN BY J.A. Bnstien DATE- 10-31- 6 - REV. Na. 1 12-06-9 10' 0' BITUTHANE VERT. a WALL a o I AND 18' MIN. HORZ. ON CONT RIDGE VE 2 01/15/9 o I ROOF RIDGE VEN 3 07-4-9 a CRICKE _ _ 1� ASPHALT - -- - 8 CRICKET SHINGLES VERT. 6 4 7-28-9 o BITUTHANE 18 a "- 18 RIDGE VENT ASPHALT SHINGLES WOOD FRA ED 8 18' HO 3 SIDES CHIMNEY � ASPHALT z --- ,�-„ 1x5.CORNE BOARDS 1x5 BOARDS ai �� W/ APPRO�, q1N. CONT. ALUM CAP FLASHING GRADE 'I 8'-0' x T- 0' FLUSH ---- - CONC FOUND ATIpN f WOOD INSUL. O,H. DOORS I CONCRETE FOUNDATION I CONCRETE FOUNDATION ——L�—L —— ---------_ 1-- ——————————— I LEFT END ELEVATI❑N REAR ELEVATI❑N RIGHT END ELEVATI❑N © COPYRIGHT 1997 PULTE HOME CURPOR ON TOP OF PORTICO WALL M TO BE 6 3/4' ABOVE TOP I �— --OF FOUNDATION WALL —— 6' SLEEV S I a W �0 f i ----- — --- --------— Z = r— \bA r— -- 00O:NG I o Ln ' a1o' LLJOPTIONA PORTICOFOUNDA ON �8' 15' 0' W ❑ PARTIAL E U A - LE ATI❑N #1,2 WITH ``' OPTIONAL FR❑NT RTAR LI 1/4' - 1'- 0' I I p PULTE I _y I m I I II I � Mnster Hu&de 4' IDE 8' DEEP r __ --_--J I • M I I I L- ' D i -----------J I cu BRIC SHELF"LF (TYP) _ M NT. F 1NG ---- ---J r-• P ------_— I I 6' CO T. F TING I I------ m DRAI - 4' --- I- B v 10 i S_ 6' SLEEVE I o DRAIN E I — 10' _ 4. B„ BRICK SHELF (TYP) 1 I- 8, 4' WIDE x 8' DEEP I I I I 16' SLE VES I I S I I - I I m S I I 6' SLEEVES CONCRETE WING WALLS I CONCRETE WING WALLS L-JFCR MASONRY STAIRS _ FOR MASONRY STAIRS --- ------------ --'--- DROP 2'- 0' BELOW TA.W. DROP 2'- 0' BELOW T.C.W: 10, 6' 6' 0' 16' 0' 6' C' 0' 12' 1 1/2° 13' 1' 12' 5 1/2' 11' 9 1/2' 13' t" 12' 5 1/2' LD 22' 6' 37 4' H PARTIAL F❑UNDATI❑N - ELEVATI❑N #2,3 - BRICK OPTI❑N #2 PARTIAL F❑UNDATI❑N - EL_EVATI❑N #2,3 - BRICK ❑PTI❑N #3 1/4'/4' 1'- 0' 1/4' = 1'- 0' -- T-- 4' WID x 8' DEEP W I I BRICK HELF <TYP) I I I I L---- ------� SE r -- ------� L----- I I, -------- -- I -- — ---—— --- ------- I i DR INNT. FOOTING 6' C NT. FOOTING i L 6' SL EVE I A I o q -----___-- I — —� — I ITS- 4' g° 10' 10 I � - � I 6 SLE V S CON — o --- I Lj FOCRETE MASONRYNST IRS WALLS 'DRAWN J A BY RBastlen --- g- OP 2'- 0' BELOW T.O.W. DATES 10-31- 6 12' 5 V2' 1 9 1/2' 6' 0' 16' 0° REV. No. 1 12-06-9 3T 8' — 2 7-04-9 ELEVATIONPARTIAL FOUND 3 PARTIAL F❑UNDATI❑N - ELEVAT [IN #2 - BRICK ❑PTI❑N #1 4 z-18 9 1/4' = 1'- 0' a b v o D ---- _ ' -------------------- ---- -------I I ° I I IL— ----- -------------- m i — --_ DRAINNT. ❑ TING — ----- —E----10" a v D 6' SLEEVE I 6' CONT, FOOTING --- ------- = I _ — _ --� p w ------ ------ Fa" I I 6 SLEEVES DRAIN I I 16' SLEEVES E 10` ZD 4' WIDE x 8' DEEP _ m I BRICK SHELF CTYP>, g I n D i BRICKDSHELF (TD YP) I I —J I CONCRETE WING WALLS ro L--===------- ---===--I I ' CONCRETE WING MALLS U FOR MASONRY STAIRS .. DROP 2'ON- 0' BELOW T.O.W. 8 8' DROP 2'- 0' BELOW T.C.W. 8' FOR MASRY STAIRS 6' 0' 16' 0' 10 B' 6' 0' 16' 0' 37 8' 22' 8' C 37. 4' ' 60' 0' _ = FOUNDATION PLAN - ELEVATI❑N #1 - BRICK ❑PTI❑0' #1 FOUNDATION PLAN - ELEVATI❑N #1 - BRICK ❑PTI❑N #2 1/4. 1'- 0' S 1/4' = 1'- 0' ___ © COPYRIGHT 1996 PULTE HOME CCORPOR ON M W LIJ Ii GENERAL NOTES: z 00 CO CO 1) ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR 957 to COMPACTEOF AL O STEP FOOTING AND--\ I- 2) CONCRETED FOOTINGSGRAVELREE 3000 PSI,WALLSNIC 2500SOIL SI,A FD OORS 13000 PSI W H— WALL UP -- ------------ --- � 3) CONCRETE FOR BASEMENT FLOOR AND GARAGE FLOOR SHALL BE REINFORCED (/) 4) ALL FOOTINGS SHALL BE FORMED TO THE SIZES SHOWN ON THE Q I--------- ----- ® DRAWINGS W/ REBAR AS INDICATED. z m 5) PROVIDE ANCHOR BOLTS OR STRAP ANCHORS 18' FROM ALL CORNERS AND 8'- O' CENTERS AT PERIMETER. = Q \-4' 6) COORDINATE ALL WALL SLEEVE LOCATIONS W/ VARIOUS TRADES ANDTHE JOB SUITECT OF ANT.7) NOTIFY ARCHITECT OF ANY DISCREPENCIES BEFORE PROCEEDING WITH WORK. II REINFDRC D CONC.SLAB I W (/) OVER 6 MIL POLY AND,8' I Q 0 I OF COMPACT D GRAVEL. I PITCH FLOR 4 TOWARDS O.H.D. I - J W Li i L 3 s• o• s o' o- CLo v I I r CN OLO61 BASES CL OF OPT.BULKHEAD -0---_-/I® I 40"U,.O.OPTIONAL BULKHEAD MDst r Bul dP STEP FOOTING AND I I PULTE 12' D qq SONOTUBE-' WALL UP PIMSIICTYP) 60' 0' I I s e s F -- LINE OF EXTERIl7R� 7-0- ------- -- --- - I I c a I I I 7--0- FOUNDATIONATION OPT. DECK ABOVE AASCNRY FIREPLACE 7 DRAIN 2'1a, 7 _ ~ -----�- I �--- a -i I o 0 "❑PTI❑NAL" FRONT ENTRANCE GARA i i F_______ _____________ W I 30'x 12 CELLAR 1/4' = 1'- 301x ii C LL I �/ HEIGHT OUND, SASH FU.L 4' REINFORCED CONCRETE SLAB- HEIGHT FOUND. WALL STEP FOOTING AND I WALL WALL LIP a� N IA H T-T 7' 4 3/8' T 4 3/e' 7' 4 3/8' 7' 4 3/8' I S- Y 3"0 X 11 GA X 11GA ADJ. STL.COL.ADJ.STI.COL. (7K)A I ON 36"x T36"IN %12(3) 1 3 IA 24 4 X12 CONC.FOODNG. IPOINT LOAD FROM ABOVE CONC.FI® 1/2 LVL 13f-- -1 I---, BEAM r-- -- - "---- - F_ 13'0 BEAM (2) 1 3 4 11 7/8 LVL POCKET I o 0 TCIP OF LAB I I -___ __ __ _.. _-- _.d---. __.- _L. .....L__ �:- �. TOP OF V L L/HIGH I SILL LOCATION JI (9k), PDIN I I 6' SLEEVE _ -------- 4"0 x 11 GA .�.a��-�Ik)-7- L _- L(17k -= I o — L__JI 'B�VE T -- rt� 4 0 X 1, A i L J L I I j L-------- it /— p� ADJ,ST COL THRU ROOK ADJ.STI. COL. (1 ) L---- __ W I I A 'tiLd ON 36"X 36"X 1 k" -- J--_–_� ON 36" 36"%12'1 o –..--- _--_ F CONC.F OTING. m v CONC.FOOTING. W/(3) 5 E.Yl.B. 4' REINFORCED CONC LA - I S– I TOP OF SLAB w/(3)ys E.w.e- O ER 6 MIL POLY D 8' I 4' BELOW TOP I P.T.POST ON g I O COMPACTED GR EL. I I OF WALL HIGH I CN 24"X 24"X 12" II - TREADS SD iv T H FLOOR 4' T ARDS O.H.D. I .POINT CCNc.FOOTINI L-- m I RAILHIG N 30'x 12 CELLAR ,DRAWN BY m I A UP sasH J.A. Bastlen 8' I I = DATE, 10-31- 6 - 4' REINFO CED CONC,SLAB I t6'-7 /a" • I ---- 0VER 6 MI POLY AND 8' c ______ __ ___ _____ _ _ REV. No. ~ I D 6' SLEEVE I I OF COMPAC ED GRAVEL. FOOTING W1 N2) #51's IVE OF OPT.SUNROO 1 12-06-9 STEP FOOTING AND ( I PITCH FLOG 4' TOWARDS O.H.A % I CONT. --J L 2 7-04-9 WALL UP I `" I L-___--.__._.---_ -..__._.___. .__ _--_. - - - a M I I _ 4 12-18-9 o ------------------------- —A----- • I I I DI 61 CONT FOOTING o S- 6' SLEEVE I lU" m i WALIN LAND FOOTING I _ I ^ � m I ----- C----- W I I I 10 ——————— o I I I , — -- ---- I a S- - 10 C 22' 4' 37' 8' FOR OPTIONAL FRONT ENTRANCE GARAGE SEE DWG. S1 I 22' 4' 60 0 L---------------------------------- FOR OPTIONAL THREE CAR GARAGE SEE DV ❑PTI❑NAL" THREE CAR GARAGE F❑UNDATI❑N PLAN 1/4' = V- 0' © COPYRIGHT 1997 PULTE HOME CORPOR EN_ 17'-10° POLO' 22'-2° O COMP051TE SHINGLES 10'-011 IOLo' V,' REF PRUOUCI 5PEL5 l4II 1552 OF TWIN [�ca SIDING-REF.PRODUCT (4)3050 514 TWIN SPECIFICATIONS REF.FROD.SFfLS FOR NOTE mm. 12x® L - 12%10 DECK f,.� REFERENCE PRODUCT SPECS, WV OR VINYL CORNER FOR TV,PL SECURITY SYSTEM \ FLORIDA ROOM I I-� d z ANO VACUUM LOCATIONS. \ • � rY. FAN-PROVIDE _ P. �ADEOUATE SUPPORT REF.REAR ELEVATIONS FOR ADDITIONAL (FORMATION w FIRST FLOOR PLAN - 14 =I-O RFF.BASE PIAN FOR INFORMATION N07 SFOWN Mb 22'-2' - O ILO - 2.6 1 16°OC,510 WALL L 255 OH TWIN 305 SH TWIN ^d- APPROX.FINI5HEDOWE B I146ROUND 60WITION �y 01-{-HIIF-I-HII I � I - 0 FftOVH1E DRAIN TII�AROUND III ISI ISI-�B PERIWE/ER of FOUNDATIOfJ I @a Ig _ I� IF- -,p A5 REO DBT APPROVED _ r II' I III ( III GEOTECHNILAI REPORT, 20 w IIF-"(-hillh-I-HII I � I� _ il.p�I IREF.FRMG.PLI"FOR I C 5EAM 6 FOOTING L I0.0 C❑NC, F❑UNDATI❑N --- a d EAR ELEVATION ROOF RAFTERS NOT SHOWN. �——————— J �_ REF.FRAMINCy PLAN ————— ® ra�q 2x4 LOAD BR6.5TU0 WALL. LVL BM SEE PLAN FOR 5RE. v SEE PLAN FOR INFO. SEE MFR.'S SPEC IS FOR ———— - L 2"INSVI.BENND L -J L ———— MVLTI-PI.YLONNELTION DETAIL. I OPT,STUDY ROOM OPT.REG ROOM rte,' TE 3/4'186 PLYWW.SUBFL 2x CEIL'G J06T5.5EE AVO W - PIAN FOR SIZE 8 SPOLIN6. I R-B PER INSUI.-RETURN REF.5HT,13.0'1 FOR 10.0'MIN ALONG SIDES 5LPPLY 6 RETURN PLENJM5 �] 3/e'"'LONG LAG SCREW. FOUNDATION PLAN- WALK-OUT GOND. B OPT.FLORIDA ROOM 11 1/4"=1"0" 70P PL.'S ----_— ---TJ IFL.J015T5 W/TOP FLANGE STRAP HANGERS A,12"x3 1/2"x1/4"R.SHPPED�'SEE PLAN FOR SIZE 6 SPACING. 5TL.FL.W/1/2'0 THRV BOLT0 AlINTO THE LVL BM MULTIPLE 51UO 60L GLUENAIL EACH PLY TO THEVVOUBLEWALL OTHER W/16d NILS B S'O.L. SEE PLAN FOR 512E. o I \\J PROVIDE DRAIN TILE AROUND SECTION VL BM.OVER W000 POST AT WALL EA'D m o I PE(METER OF FOUNDATION `- A vletorxslVD4W5T-i>s __ A5 REB 0 ST APPROVEO " i SCALE: 3/4" 1•-0" -__' GEOTECHNICAL REPIX4T, a E REF,FRMG.PLAN FOR W BEAM B FOOTING "qY H - ' G rRAMING r- E g ` VIRF 60w�o5NE 5HIN61 F5 LQO ROOF RAFTERS _—————————— L— ————————— ———— I W-r 3 _ REF.PRODUCT SPECS 3p , 2 Z OPT.5TUDY ROOM BEAAPO KETE.E. 3�� OPT.REG ROOM FEE, iT 13.00 FOR RE K-3.6° - FOUNDATION PLAN- WROUNP GOND. a iFioRRonRWOMENJMS P' LVL BEAM - SIDING-REF.PRODUCT __ - 1/4'•1'-0" $PELIFICATIO.NS CEILING JOISTS 2'2x10 LWTINVLUS 2-2X10 a REF PROD.5FEC5 FOR - - — p _ ' WO OR VINYI.CORNER M = FLORIDA RM KIT - WALK O'JT WI VON Loo — _ 0014NW PR00.T SR-ASH BLOCK }� REF. LS. Ie = _ - - a ' ST 11 B"I- 15i 191 O.L. _ _ - 0A1E: (/13/99 Zxl R R R B 16 O.G. APPROX.FIN CONDI DRAW TFW REF. RM6. AN — _ __ - REV No. CAS ' BINGRWND LONOITION — (-I f I-11 3"i IGA. J.5 .COL BE ]-2R6 III I-IJLI-IJII I LVL AM = W/ "XA'X 1z' •/3' _e KdF f.L = III I N I III 744 B .EW 402 SRKT WALL N A JOB NUHBER III-I-ISI-I-IJ II I BWALK-WT t02 _ 80.7 5 E EO YLI W L WE Q III I II I I III 05MT STUD WALL 2 3/4 9 /ILL -I 3/° 9 2'LV 42'x47 2'WI 4 P o.L OT I 6. 15T AR HUN TO VL AM -11-'1-III) ATB 0 5.2n4 8-2x1 III I_I II I_I III IT _ 3' PWELA21FLRM / III I II III 9NI 1 � 1'%B° AL MO WillO 5 EF I T FL FRM PLAN 401 B TO L 91EET uu1BER �— _ EF ND R MG AN S E ELEVATION SECTION A-A 9"x42"x'2` 1p16 ROOF FRAMING PLAN `fr'L �+3"'-u.�. � „ (2 0-G, 15.018 W/'4 B 9'OL.B07 FIRST FLOOR FRAMING PLAN REF.BASE PLAN FOR INFORMATION Not 9H0W'N c IIB"=I'-D' E.WAT BSWALKOUT I�4"•I'0" TUD WALL COPYRIGHT 1999 PuHe Home C.,PU L.iI 114"=ILO" c� WIND❑W SCHEDULE DOOR SCHEDULE WLJ Lx3 TIP RAKE FASCIA 1x8 SUB RAKE I Z # QUANTITY GLASS SIZ 1x8 AKE FASCIA TYPE R.O. # QUAN SIZE LOCATION R O. 1x3 TOP RAKE N 0' x 1x5 FRIEZE BE. O A 12a' 28 x 34 SINGLE D/H 2'-10 1/2' x 6'-5 5/8' I 1 W/ 2 SL's FRONT ENTRANCE 5'-6 1/2' x 6'-11' 3/4' CONT. BLOCKING FRONT FACING GABLES LEAD FLASHING ' B NOT USED 2 L RANSOM FRONT ENT. W/TRANSOM 5'-6 1/2' x 7'-11' RNLY. ALL OTHERS 2.3 BLOCKIN PAINTED TO W 0'x 6'8'W/ L LUSH W/ NO FRIEZE BD. �..—.. MATCH TRIM 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'-LO 1/2' x 6'-11' r/ 2.6 SUB FASO (/> - LEAD FLASHING PAINTE NOTCHED 2x6 BLOCKI Q D L 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 DLOCKIN E 1 28 x 20 SINGLE D/H 2'-10 1/2' x 4'- 1 5/8' 1.8 SUB FASCIA _ F 8. 28 x 28 SINGLE D/H 2'-10 1/2' x 5'-5 5/8' 1x3 TOP RAKE FASCIA Ix6 FRIEZE BD. ❑ G 4 28 x 28-2 TWIN D/H 5'-8' x 5'-5 5/B' (2) 1 3/4' x 11 7/8' 1x8 RAKE FASCIA ]x6 FRIEZE BD. OVER 3/4' CONT. BLOCKING C7 LVL HEADERS W/ 2J + 1S E.E. 2' 0' 11 1/2' 7/16' USE SHEATHING--__ 1/2, 3/4' CONT. BLOCKING H NOT USED - @ WALK-OUT BAY pT ¢ Q WINDOW OPTIONS O 2x4 GABLE END STUDS---_ CEDAR SIDING I 2 20 x 24-2 T/G TWIN D/H 5'-8 1/2' x 4'-9 5/8' -------- 1x5 CORNER B I Lit IXED GLASS r 2 X 6 RAFTERS 6 —J J 1x" -4' x 5'SS9 3 8' FIXED 4'-1 3/4' x 5'-5 3/4' m �c'j @ 24' D.C. O 2;`'� - LJ K 1 1928/28x28/l82 TRIPLE D/H VERIFY x 5'-5 5/8' ! :(2) 2 6 ELEVATION S E C T S❑N - � �6j L%tL NOT USED - 1J + 1 E.E.Mat lx 3062 (IXED 3'-10 1/2'x 6'-5 5/8' 2' 2 1/45' 0 3/4' 2 1/4- T� NS 2. 1862 SINGLE D/H 2'-2 1/2' x 6'-5 5/8' 9' S 1/4' P I E G E❑N WALK D E T A HRON7 GABLES ONLY FIXED GLASS "OPTIONAL' WALKOUT ` = 1._ Q Moster 0 latalal FIXED 5'- 5' x T- 1 1/4' - ILde 5'-4' x 5'- 9 /6-_.- _ - BAY - WINDOW OPT.FLOROA AOON 10CA10k - - - p FLORIDA ROOM LOCATION 114' =MPILIdIG 12' x 10' PT INE - DECK STAIR N ZERO CLEARANCE FIREPLACE TO GRADE TO DETERMINED [ D 4' 4' 13' 8- 14' 6 1/2' 7' 0"S' 0' __—_. 74' Z CENTER LI IE IF WAL 'OPTIONAL' WALKOUT 210 A ZIO 2pq TO CEN ERLINE OFJ BAY WINDOW SEE O S.QUANTITY TO BE VERIFIED WITH PLAN OPTION SELECTED B WIND CHOLD) DETAIL THIS DWG( ate ppTIONAL WALKOUT BAY WINDOWS <25 2 X 10 1 C2) 2 10 ) 2 X 1 7� ., 1 E2J + S E.E. + iS EE, 6' 1 HEADER..K MASONRY OPENING INDICATED COORDINATE W/ WINDOW ovi o ( G HEI7O <2) TWIN HFG AS Tq THE ACTUAL ROUGH OPENING 1 + IS . . 2JE. m m^ 'OPT ONAL 6' SLI ER '0 TIDNAL 6' LID ao 6'0'x 6'8' SLIDER + W/ RANSOM ABOVE W TRANSOM AB VE .N �� -- I 4 X 4 POST �l SINK 'OPTIONALRI 'DPTIONA 04w.1 a OF PRE-FAB FIREPLACES 33'HIGH WALL W/ SEE DWG. A-20 FOR R.O. 48' X 42' 5/4 WOOD CAP KITCHEN LAYOUT x REF. SHT. 12.00 BREAK7, -, .g� "Gv U LINE OF PLATE ABOVE FAMILY R❑❑M;D N❑❑K sLA KNY CHEN DINING o __- 2x4 ON FLA T 4 1/P' I' Il' SHELF & CARPET VINYL HARDWOOD CTYP) POLE CTYP) W Two t,Js g,1�' J ~ ~ W LIBRARY LIVINJ =w y}�;' T -F-1-Ml12' DEEP FALSE 6' 6- 6' 4' 1 4' a" R RIG. �`f J REF?N 1(0.01 _... . .. ..a. .,_. xln sN4t-`Yrh HEA ER ABOVE X�LIAIR 22' 2 1/4" A-20 _ 5' 6 1/2" `206 _ .1 . e�,1� SELF ., .._._.. cC•O, SHELVES q6' 0'(2)2x102)2x10 16 8 m x6' - <y2x10 C2)2x10 �.�. �'� 33' HIGH WALL / 1NI6 Yf/btH - �BOVE ESK x SEE EL V. A- N 'OPT3ONAL1J + 1S iJ + 1S 1J + 1S SJ + 1S 5/4 EDOD CAP x ;; m ACONC. WALLS 7 1/ P a OP LONA ,� — SLOPED VERIFY U, `D : 0'i3> 2 10' HED BELOW o L DO Ph11 __ m RY i2x .. . .—.. x7 3 1/2" z SE 7 N '�` N+__11P..__—.—.—._.._..—.. 4x5_.8' Cl , SLABu 'SrW��f CHS. I ( Id°I I I ......,. . .,.#5's 16' O.C.E.W. ._—._._- CRE I I PTION L' 'Fi . . to-- - - —' - - A, 2x6 STUD WALL_ N UTILITYSINK LINE OF RDO 8'x 8' WOOD s -ABOVE g. 2' COLUMNS - - � - '/'CONC. SLAB a RAIL q. 0• HIGHKN RAIL s xDRAWN BYWALLRAtL OVE + JA Bastled $. _I ply - LAV CLG HGT, 4, I 8IGH WALL' STEP ! 7 B' w/ 2X4'S ,p' A .o �3 iuDATESAS REQUIRED EDGE ♦ o 2? I O�ARDW00➢ LIVING � , REV. No, 0 P T I❑NAL CANOPY PLAN ELEVATIONS #1 & #2 FIRE RATED I + LINE OF CARPET cw 1 12-06-9 "OPTIONAL" / /r nl+ GYP B➢. HOUSE WALLS '6 FLOOR ABOVE UP 6 ^w o INN ox AND CEILING I 'oI 0 ci x^ 2 01-15-9 1/4' = 1'- 0' I v �.., t - 'OPTIONAL' _a 6 .� c 13' 10' N 3 -04-97 I I BOOKCASE _ 12 'x 6' 'F❑Y E R -_ ` 4 -28-9 13' 10" 10' 4' 13' 10" I m 3 1/2'0 SCH. 40 EG A R A G _ " FON^ m 12' 11' 4 1/ 8' LO• /2' a o L. COL. (16H) E. . 5 L2-18-9 - m I _ I I ;o •"' x O 1N 'OPTIONAL' ————— IBRARY SHELF & c 9145 11/18/9 --�—GENIE INE OF ------ - - POLE �� 2' 'x 6 ,i(2) 2 X 10 (2> 2 10 w W14x ABOVE ARPET C 1S E.E. 3J + 1 E,E. LINE OF PLATFORM; I i iu ABOVE u o 2W 2x4 ON FLA 1/ 7' 4 1/2' 1' 1. SHELF & w o 6 O 26 O 2J + E.E. O LOCATION OF DPT SUNRCOM CTYP) POLE (TYP) ,i 4' REINFORCED CONCRETE SL C2) 2 ..—.—L2J(2 X 10 2x6 XTERIm W L a LIBRARY x LIVING b 206 PITCH 4' TOWARDS O.H.DOORS� IIJ + 1 110 lJ + 1S E.E. AT VER ONLY ❑PT. SUNK❑❑M m \> i ---- -- - - -- I x o 'OPTS NAL' WALKO 'OPTIDNAL' WALK UT o �' N BAY WINDOW SEE BAY WINDOW SEE U I l'G'x B 1'6'x6' O C� N O O DETA14 THIS DWG. DETAIL THIS DWG (2)2x1 (2)2 0 Fn (2)2 10 (2)2x10 STEPS AS 1J + S IJ + IS IJ IS 1J + LS in m <2> 2 X I 10' FOUND. WALL (2)+ X 10 B REQUIRED C2) x10 I 1J + S .E. 1J IS E.E. 1J 1S EE DWG. A14 FOR FRONT � NTRANCE GARAGEIAND I O O I HREE CAR GARAGE OPTIO NOTE: � �.. .—.—.. .._ ._ ..� F1RSi FLOOR HEADER Hi.=7'-10" STEPS A _ S SO" 70' 8" 10' — 4' 4' 6' 2' 8' 2° 8' 2' 6' 2' REQUIRE A 3' 3' S' 9' S I/2 6' 2 1/2' 6' 2 1/2' S 1/2 5' 9' 7' 22' 4' 37' 8' L2' S 1/2' 12' S' 12' 9 1/2' ci 37' 8' 60' PARTIAL FIRST FLOOR C--ELEVATIONS #2 & 3 T FLOOR PLAN E ❑N #1 ( 2098 S.F. TOTAL AREA / 1630 S.F. LIVING AREA ) 1'- 0' FIRST FLOORS OR STUD HEIGHT 91 1/2' 1/4' = 1'- 0' PROVIDE 2x6 BLOCKING @ 54' AND,96' ABOVE SUB FLOOR AT ALL UPPER WALL CABINETS s ® COPYRIGHT 1997 PULTE HOME CORPOR ON WHIRLPOOL HEIGHT 19 1/2' T FRAME PLUS 5/8' PLYWOOD BEDROOM 4 BEDROOM #2 BEDROOM #4 ❑PEN FOYER w D SCREWED ON TOP - 20 1/8' TO FINISH 903 309 ❑PEN FOYER 30J 303 303 _3D3 303 303 303 N _ (2)2x10 (2)2x10 PLANT SHELF (2)2x10 (2)2x10 (2)2x10 <2> (2)2x10 (2)2x10 (2)2x10 1 1J + 1S 1J + IS 1/2' PLYWOOD 1J + 1S 1J + 1S 1J + 1S 1J + 1S IJ + IS 1J + IS 1J + 1S 703 _ OVER FACE (TACK ONLY) � CC) ! T) j ��J;—� O O 4' BRICK FLL;i ROWLICK OSILL S O F F O F W VENEER 90# OLLED 4x4 E _ WOOD R IL A ROOF NG POST W/ PROVIDE 15' O ELE 2 PERIMET R BALL CAPS 2x4 WIDE ACCESS Q z O ELE 3 CLEAT ppENING 4 8' 6 2' 8' 2' 8 2' 6 2' 4 8' Z Q Z 3' 7' 5' 9' 3' 6' 6' 2' 6' 3' 6' 5' 9' 3" 7' 38' 0' FACE OF GYP BD lJ 7) 2' 10' 12' 4' 12' '°` WHIRLPOOL FRAMED 4 0 3B' 0' PARTIAL 2nd F'LO❑R - ELEVATIONS #1 & 2 ❑PENING w 0 PARTTAI N01 FL❑❑R-ELEV. #2&3 - BRICK OPT.. #2&3 1/2' - 1'- 0' @ OPTIONAL ENTRANCE PORTICO LJ 4' BRICK 2x4 CONT. VE 2.6 STUD WALL VENEER 1. WOOD FILL: CONT, VERT. P U L T E BEDRDOM #4 BEDROOM #2 OOPTIONALM¢ster Bullae 303 303 OPE FOYER 303 303 ARCHED WINDOV FYPON IL 1010A OPTIONAL (2)2x10 - (2)2x10 PL T SHELF (2)2x10 (2)2x10 AT WOOD SIDING 5 1/2' FLAT CASING Q ARCHED WINDOW 1J + IS IJ + IS 1/ PLYWOOD 1J + iS iJ + 1S WOOD CLAPBAORD AT BRICK OPTION STACK BOND EROWLOCK SILL AT JAMBS 3' 4 1/2' M.O `2 . i U '2x'° © © ❑PTI❑NAL ARCHED WIND PLANS ! 1J + LS ❑W I/2' 1'- 0' 4' BRICK OEL V. 2 VENEER 4' 4- 13" 8' 9' 7 1/2' 17' 4 1/2' 11' 2' 3' 10' O ROWLOL SIL OEL V. 3 -..- 9" B OPTIONAL DIRECT E 3' T 5' 9' 3' 6' 6' 2' 6' 2' 3' 6' S' 9' 3' 7' <2) 1 3/4' X 9 1 4' LVL __ 'ZERO' CLEARANCE GAS (2) 1 3/4' X 9 1!a' LVL (2l 2 X 10 2J + IS E.E. o FIREPLAC 'OPTIONAL' 5th 2J + 1S E. . SHELF & 1J + 1S E.E. 12' 10' 12 4' 12' 10' 0 GO 1(4 3M BEDROOM CLOSET GO O POLE EO 38' (2) 1 3,'4' X 9 1/4• LVL H C2) 1 3/4' K 9 1/4 L __ ___ __2J + 1 E.E_ __ 2J + iS E.E. PARTIAL 2nd E ❑❑R - EL V, #2 & 3 - BRICK ❑PT, # 1 r 'OPTIONAL PR ! _ _.._. ..—.._ _...— _ _ 2'o'x6'8• DOORS L .� H l/a = 1- Cl MASTER BEDROOMj EI!I. 2'o'x6'8' L� L _ N j Ips SITTING R❑OM N '4•x6' a 22' 2' `0 11' 3 1/2' 2 4 V 13 3 1/2` 2 41 8' 6 ~ j o TRAY ! 'OP IONAL' 5th 4 SHELV X TH #2 > W HE OOM DOOR v m 14 FAL BEDROOM #4 OPEN FOYER BEDROOM #2 L j CEILING G HEADERDEEP a - (OPTIONAL 5 h EDRO BED GDM #3 �o LINE- g 303 303 303 30 303 N - ! N IJ'+x S 1J'2x1 S �2)2x IS Ii 1S 1J'ax S c B I iu 4,SHELV�S 4 SHELVES Y - - C 2'0'x6' nl OPED ' 36' H[GH WAL - L_—. SL _... OP WOOD CAP '4'x6'8' F O O O O -'�InTFMTB m +sc A�..__S..J OPTIONAL OPEN RAIL ii o 4' ERIC RLIWLOLK NSIl N ' 2'0'x6' C NVENEER OK TIDNAL VINDOW 2 4'xI ® L D�, Q. R SERS L N. . \ � NAL DN d xN 2'4x6'8' — ANI 'i v c 1/ 2 4 1 ' 6 16DRAWN BY N __ 4' BATH _ SHE F 6B' 2' 64' 8' /�' u C.O. 4' '9 — '" 2'6'x6'8' 4 SHELVES POLEJ,A. Bnstlen MECH. CHASE FOR wA 2' O _-- — DATE- 10-31- 6 38' °' ONE ZONE SYSTEM tiH 7' 10' CL �24SHELF l `j .n (OMIT LINEN CLOSET) �� POLES 1 4 lnV2" B"y2' A `O REV. No. PARTIAL 2nd FLOOR - ELEV, #1 - PARTIAL PLAN _ MASTER B T a`6' N BRICKOPT, #1 & o J — —— HIGH P N , 2'D'x 6' 1/2 v 3 7-04-9 E❑R MECH CHA E I 1/4' = r- 0' (ONE ZONE) m ns's II II PLANT 4 12-18-9 • 1/4' = 1'- 0' o xLj.Lj0 O TUB 8' 0' ANITY SEE A- W.I. C J,$ n SHELF 9914511/17/95 a ® N 2 0'x 6 13' 10' 10' 4' 13' 10' BEDROOM #4 _ BEDROOM #2 v� BEDROOM #4 wALLTun EILIN BEDROOM #2 .. 303 3D3 OPEN FOYER 303 303 MA ERERATHRAL LONLY PROVID 4' 20 (2)2x10 (2)2x10 (2)2x10 (2)2x10 SE DWG S-06 2x6 WAL I O F O O F PLANT SHELF ACCESS P EL IJ + 1S 1J + IS 1/2' PLYWOOD 1J + IS IJ + is N TO ATTIC A A I (2) 2 X 10 (2) 2 X 10 (2J 2 X 10 (2) 2 10 <2) X 30 ------ -a 1J + 1S E.E. 1J + 1S E.E. J + LS E.E. 1J + 1 E.E, IJ + 1S E.E. C�DO O (2)2x10 © © " CONT. RIDGE m I 1J + iS VENT I O ROOF ROOF I Q ELEV. 2 Si OELEV. 3 lz 3' 7' S' 9' 3' 6' 6' 2' 6' 2' 3' 6' 9' 7' 3' - 1, 3'- - 22' 0' 12' 10' 12' 4' 12' 10' 60' 0" PARTIAL 2nd FLO - ELEVATION #2 & 3 = SECOND FLOOR P < 1759 S.F. LIVING AREA ) - 15 a .__ C COPYRIGID 1997 Pi" HOME CORPORATION M 5/4x CONT, CA ' I Ld 0 Ex EXTERIOR WALL SE uJ H PLAN FOR STUD SIZE Z :D .� EXTERIOR SIDING OPTIONAL 34' HIG [n CID OPEN RAIL In Lij 3/4' T8G PLYVD. GLUUUEEE---��� CONT, BITUTHANE DOWN O AND NAILED \ OVER TOP OF LEDGER 2X4'5 16' O.C. N❑ fn \ AS ❑ AT CLINT, ALUM, CAP FLASHING FLOOR FRAME Q Z --IT-- 5/4' x 6' PT DECKING 1/2' GYP. B L-3 REF. FRMG OPEN RAIL LLJ CONT. 2x RI Q r-3T❑ FIT o b 0 5/4 WOOD CAP W GO lx SKIRT BOAR u C3 r W 2x6 PT SILL OV JOISTS 16' O.C. 6' HIGH WALL ~ 3 SILL SEALER -JOIST HANGERS CONTINUOUS 2x PT LEDGER LAGGED t— REAR ABOVE TREADS 16' O.C. W/ (2) 4 1/2' LAG BOLTS'l\\ 30' F❑UNDATI (2) 1 9 OL 9 WALL BITUTHANE EXTENDED 8• ABOVE LVL'S BOLTED DECK APPLIED OVER OSB BOARDTOGETHERFLUSH W/ PARTITIONSTAIR SIDE W, OPTIONAL 2x4 STUD WALL OPEN RAIL SYSTEM I �q DECK FLASHING DETAIL 2x12 STRINGERS 1 1/2' 1'- o' DETAIL 2 Z 71 CONT. RIDGE CONT, RIDGE WENT VENT 2.12 RIDGE 2x12 RIDGE 'J-X IGS' /.��Ly p•G;. 12 ASPHALT SHINGLES 1/2' CDX PLYWOOD or-'Ills�o6aj 12 1/S2'H CDX PLYWOOD 9/u, 04 '� - 2x10's 16' O.C. 8 2x10's 16' O.C. 2x4 HANGERS W/ �y 12 3-16d NAILS @ 12 - 1x8 TIES 32' O.C. � g r RAFTERS 6 COLLAR IES , 2x10'5 16. O.C. W OPTIONAL' TRAY �2x8 COLLAR TIES �2-$0 9' (R30) INS PROPER VENT EACH BAY CEILING MASTER @ 16' O.C. 3' WIDE STRIP OF �,._. BEDROOM—_� 2x8'5 16' O.C. TIJHwh� 2x6'5 16' O.C. 2x6 STUD WALL W/ (R30) IN L. CATHEDERAL CEILING 3 1/2' INSUL. 0MV W-La, 1/2' GYP BD., �ER 1x3 V MASTER BATH STRAPPING 16C. AND 6 MIL POLY VjqOR BARRI 2.4 PARTITIONS PROPER VENT W/ 1/2' GYP, EA EACH BAY i ILII! SIDE �.L 3' WIDE STRIP OF w WI'�X xI BITUUTHANE 1/2' PLYWOOD ¢ w DRAWN BY x a �.� ®❑ o Z SEE DETAIL 7t2 THIS 4 W000 BASE 3/4. OSB T&G lIt STEEL TOP GLUE AND NAILED �'� DWG FOR SECTION @ a J.A. Bn- 1-9 2x8'5 16' ❑ m¢ SLOPED RAIL DATES 10-31- REF. FRMG 2x10 16' O.C. REF. FRMG -- o o REV. Nc. _ WOOD RAIL SYSTEM - a 5/0' T E 'X' FIRE RATED _—� ON 8' HIGH WALL Q 2 07-4-9 Y GYP BD{{�IOVER 1.3 STRAPPING __� OVERALL HGT. 34' 3 1/2' (R13) INSW 6 ryIL POLY N ti 1 �; r f12-18-9 Bl II LL C3 m�' 0� 2x4 WALL V/ 5/0' TY 4' LALLY COL La 'E w 2x ARIN CASED cu'X' FIRE RATED GYP B1 BEYOND iu¢ HOUSE WRAP CASE o a W OPENING WOOD CAP ...�m 7/16' OSD SHEATHING & TRIM EACH SIDE I n a\ 2x4 STUDS 16' O.C. OPENIN 3/4' T6G PL WOOD 10' FOUNOAT 3 1/2' (RIS INSULATION R"I'Lj GLUE AND PL ED ION WALL 11/21 GYP BOARD OR HARRIER ® ❑ ®® DETAIL DWG. All APPROX, 4' INFORCED CONCRETE FINISH GRADE REF. FRMG SLA APPRCX. FIN. APPROX� FIN. GRADE GRADE ai 6' (R19) INS.\ (3) 1 3/4' x 9 1/2' :)r P _yggg--p�111, LVL'S BOLTED 6' <R19) - SULID 2�A2 TUGETHER INSULATION lo'WA LC. fu5 DAMPROOFING BLOCKING 3 I/2 DIA LALLY DAMPROOFING DA .00FING ' CONC. COLUMNS (TYP) SO / SLABEINFORCED CONC. VALL 4' REINFORCE SLAB NC. .. ----------------- om ----------- _—_-- O O p BUILDING SECTI❑N "A-A" 2' 4" PR❑JECTIUN BUILDING SECTI❑N "B-B" r _ _ 114' I'- 0'. 1/4' I CD < © COPYRIGHT 1997 PULTE HOME CORPOR ON LPI J❑IST HOLE CHART o 7 ° ziz �CI zzzPt1I (3> PT 2x8's HEL N R.D. 11'x . in a �ZP ZP 6 Z 2' ma M zm� mpCh PTI❑NAL" WALKOUT - a a 10 i O Y WINDOW -FR = a _ z 1/4' = 1'— 0' _ A, N w w O e'-e' 5' 2x S ID BR GI -- �"'E'1 O Ip 2 8 0I H NG S HERE 11-O' M—J o(4 • 51-4 x8 PT LE GE N 1 1/8' LPRIMBOARDALL SI S N p N NPF. R'm° i m y.q D L d M is, y q H N D ID x 1 Js PO a IEA IN PEI NG 0 r.M 60 T.- _IN ALA eL/I, I JOIS TS E 19. O. . re J IS S @ 2' D. . io = C BG 5 v n g >I Go x ? r Z aN (3 9 L 13 4 V El11 s B OW =d � � 66 q POS FROM IBMT - - - G DHL Q i = UHwNo S /�' 11J 2 Qo m Bx�o�?��=a �d p111� 5'4 HAN ERS �t2 'riA)D N 2x4 STUDS 16' D.C. BELOW S-lo OVER 2x4 PT PLATE SECURED O TO THICKENED COMIC. SLAB 4x PT `� J w `d f+-I BELOW CO 8 OW 2x FLOOR FRAMING W/ 3/4' SUB FLOOR 11[/8 I-J IsT @ 9. .C. iu o �� MATERIAL LIST M� �STL. BM. REF. IST FLR. PLAN DOUBLE 2x4 TOP PLATES 2x4 STUDS S4 $ 16' O.C. EXTERIOR 11/8' LP IM G D 24' O.C. INTERUR ALL SIDES 2x6 PT SILL OVER = - SEALER GENERAL NOTES- _ 2x4's ON FLAT FRONT/REAR 1) ALL NON BEARIN INTERIOR PARTITIONS SHALL BE 2x4's 24' O.C. UNLESS NOTED, p5 �n 2) ALL BEARING PAR ITIONS SHALL BE 2x4's 16' D.C. AT ALL- JUNCTIONS LL EXTERIOR-- HD CTYP)CORNER 3) INTERIOR NON BE RING DOOR HEADERS SHALL BE A SINGLE 2x4 ON FLAT, s SIDING Iz5 PINE CORNER u�szm -- BD. CTYPJ FIRST FLOOR FRAMING PLAN - 2x4 INTERIM II 7/81 LPI 20 OR 26A E 19.2"O.G.U.N.O. 1/4' = V— 0' STUD PARTITION 2.4 CORNER c€ dao POST CTYPJ SIDES I\ 11 /8 I-J ST @ 9. C. 2x4 BOTTOM 12/2'sGYP,B 7/16' OSB � � 3z PLATE SHEATHING 3 TYPICAL WALL TYPICAL CORNER -/ \\�� s I 'OPTIONAL' WALK-OUT b g JUNCTI❑N DETAIL DETAIL 54 --�. 2 3 1/2' WALL INSULATION NOT SHOWN FOR PARTIAL FIRST FLOOR FRAME ELEVATI❑NS #2 & 3 " 3 V2' WALL INSULATION NOT SHOWN FOR DRAwx eY: CLARITY IN DETAIL CLARITY IN DETAIL u i 11 7/8 LPI 20 OR 26A B 19.2' O.C.U.N.O. 1/4' = 1'— @E FIRH m' 1-i/B'CSB PIN JOIST-FASTEN i0 EACH1-11a' _ DANE: �. FLOOR JOIST USING 1-10d NAIL PER FLANGE D EN OSS L JOIST ALLY OSB RIM ANSI«ONE ]EACH OSB REINFORCING LS SIDE-FASTEN TO .AIN DOUBLE 1-JOIST BY NAILING THROJLH VEB JOIN DOUBLE I-JOIST BV NAILING THROUGH WEB 2x4 SQUASH BLOCK WT I/16•rALLER THAN THE FASTENING SCHEDULE 1 TD• LY RUSH LVL BEAN(SEE — pN END YPLL I TOTAL SOWSn BLpLK 8 4'o.'c-IF EACH FLANGE V/tOd NAILS B L'a/c STAGGERED WITH 2-ROVS Od AT L'e/c INTO FILLER BLOC( WITH 2-ROVS Ba AT 6'o/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLY HI-Ifitl-3 ROVS¢12'D/c EACH DETAIL B FOR FASTENING SCHLIULEI REV Na. DALE 2 X 1 SOU qSH BLOCK LOAD IS LESS THAN 630 ALF TOTAL LOAD IS MORE THAN INTERIOR BEARING WRLLS SIDE STAGGERED DR 7/D EACH SIDE T EX-ERIOR O PLF I-=/B'OSB BLKG PHLS. 3I4.OR 7/B'OSB N0U1'A_'C'T'Ui1'Ll' ERS L VEB NOTES USE VEB STiFFENERf POOQ9�3l72/00 OSB SUBFLOOR BECK LOCATION BETVEEN EP.CANT,2-JOIST SUBFLOOR SIRED BY <PLY BEAM GNLTII/P.'BOLTS r 2FERNOOERWASHERS 3/<'CR]/B'OSB 3/t'pP 7/p•OSB TREQUIRED 3/4'DR]/B'OSB BOTH - S 0 24'e/c 1F REQUIRED BY THE HANGER SUHFLOOR-1 —FLOOR SUBFL®R STAGGERED MANUFACTURER `a .IDB IBINBER MAX. MAX. - MRX. TD 4 PLY !P PWILPI ** VI.BEAM w 24' MAX, 'd. SHEET NURSER ME E-USC VEB CANT. USE CONTINUOUSTIFFENERS D" RIM JOIST DEPTH SAPSNOTED ON LAYpUT RS FLOOR JOIST➢EPTN ry TEi USf FBt JOIST lfi"BEEP DR LESS 24 MIN PT ALLWRLLS L HEPMS U2x0 FILLER BLKNOTE1 USE DBL.SRIIASN BLOIXS NOTE•USE SQUASH BLOCKS IF BNG.WALL ABOVEUSE 2. 4'FILLER BLOCK eCRll-]/B'SERIES 26 L 3JWHERE HANGERSNO USE FOR JDIST 16'DEEP CR LESS NUTD USE FOR JOIST 16'DEEP OR LESS p T. ARE USE➢ pNLT IF NOTED ON LAYOUT NOTE•USE WEB STIFFENER IF NOTED CN LAYOUT TOP MOUNT I-JOIST HANGER SHOWN 1. RIM J❑IST-BAND 2. RIM JOIST-ENDWALL 3. RIM J❑IST-ENDWALI 4, REINFORCED CANT. 5. DOUBLE I-JOIST 6. DBL. I-J❑IST 2 BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9. FLUSH LVL BEAM C CO?YRIGHT 1995 PURR Horne C oration 0'0" LPI J❑IST HOLE CHART o STARr Larour A�'I D W I2B D,G, 1 1/8' LP RIM BOARD I FROMIfRE z z z • ?c O 55 �cq zzztl 3/4' T & G PLYWD I m 0 }�z GLUE AND NAILED 2.4 @ 16' O.C. HRG. WALL Q 6 z y n n CONT. RIM BOARD '-5' _ ¢�+ 2x8 CEILING JOISTS / I T @ 1 �1.C. 11 /9' I-J IST @ 9.2' O.C.- a Z.is m a Z. $ f—( p„ l6' C. 1'' �_ NIS � mA� p LOOR = Z YSTEM = - z5' 1 11 22'8' p',0 TO m m n C(n D. • 2x8 CUT TO FIT-- _ e 1 _1, GE p1 205 d y - s` N PLATE W/ 1/2'0 THRU H = = BOLTS @ 24. O.C. ClEAR 11 (' 2 2 O -t a -� 2x4 BLOCKING AROUND —W12x40 STEEL BEAM '0 ( j jq LV ( 1 /4' X 9 1/4 LV 212 'S y STEEL BEAM 16' O.C. + 121 A 1 �' (911 1'B (1 x a's 111 x4'- 11 x4 ......._.._. L + __ _ BR WA.L � Q DOL - - kMY ` f IT, L➢ Si MA VE __ __ _ _ _-- ----- ---- ---" _____ _N ... .. ._ \G w J PR VIr D B LIN .WAL AOOV A )SECTION 2x SDS N R S S PRD IDE IDB KIN ~ ME " CHASE FOR uNE BR WAL _ 10 e, 7 1 OF EN J 6T5 3/4• = 1' 0• z ls-20NE SYSTEM Fenv E sD D II 2x12 STRINGERS 9 3 S- wq (OCIT 6 1 4 71 0/4- aErA NJ T5 T (3) PER RUN ra HO H N $-5 2x WA L .Z -. T+ l0- I 3' BE W 2x4 SLOPED ~0 �' WALL 8' ABOVE oo /8' I-J [ST @ 9.2' SING =g su o - 1 I u AS ) DO 2'-11 1/2' �'s o �a 2LS B R 1 F AN I LMEGH CHASE FORA L 1 l/8' LP RIM BOARD S5 1 ZONE SYSTEM `ON' Z -Lo.. � - ALL SIDES PARTIAL PLAN FOR MECH CHASE NOTE- REF. FIRST FUR. PLAN FOR W _ (ONE ZONE) HEADER OVER EXTERIOR OPENINGS u P-H ail w 1/4' 1'- 0' rti ri v 2X4 EXTERIOR WALL c BELOW MATERIAL LIST 1� SECOND FLOOR FRAMING PLAN °� �q .��- 8,500 12' HIGH FULL 2x4 STU WIDTH STEP IN 11 7/0' LPI 20 OR 26A SERIES @ 19,2' O.C. U.N.O. 1/4' = 1'- 0- fT CLOSET ADJUST LAYOUT AS REQUIRED FOR TRAP LOCATIONS SEE SECTION 'L'— IX U I BLE THIS DWG, - Wi iu x6 SLOPE (21 2X6'S 2 0's M REF. FUR FRHG PLAWSh of 2x4 WALL B' 1 /8' I-J IST @ .2' O.C. 7 ' I J_O_I S 19. G. 4 TU W -" C ABOVE SYRINGE - EXTERIOR 2x 7.1 °'rl DOUBLE a STUD WALL m 7 T. @ 9' * yy±±g ( 2 H GE � i` A PLATFORM SRI R (3? 2x12 a STEP N TRINGERS J rn y y 2x6 1 ' OC. a PLATE RM, y FRAME ,^oFr1 aoe a r 4 REF. FLR FRMG PLANS m REF FLOOR FRMG DOUBLE 2x1 4X4 WOOD LVL's]/2' x 13'4" PPRTIAL SECOND FLOOR FRAME - ELEVATIONS #2 & 3 z COLUMN • E STAIR FRAME SECTION E STAIR FRAME SECTION It 7/8' LPI 20 OR 26A SERIES @ 19.2' O.C. U.N.O. 1/4'—= V- 0' 1/4. 1'- 0' ADJUST LAYOUT AS REQUIRED FOR TRAP LOCATIONS � — - _ � 1/4' = 1'- 0' ni P �uyy� DRAWN BY: FIRM 6' 1-1/e•OSB RIM JOIST-FASTEN TO EACH I-VH'OSB RIM JOIST ONLY I-VB•OSB A..AIST ONE I-I/H•USB REINFORCING EACH SWE-FASTEN TO JUIN DOUBLE I-JOIST BY NAILING THROUGH VEH JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2K4 SQUASH BLOCK Cu VI6'TALLER THIN THE FASTENING SCHEDULE BATE' FLOOR JOIST USING 1-ION N41L PDR FLANGE ONE 0 WALL r I lU 9 PLT FWsx LVL BEgn[YEE b -IF TOTAL SQUASH BLOCK B 4'R/c-IF CACH FLANGE V/lOtl NAILS B fi'o/c STAGGERED V1TH 2-BONS Btl AT 6'R/c INTO FILLER BLOCK VITH 2-BONS HN AT 6'a/c INTO FILLER BLOCK DEPTH Or THE I-JOIST. USE UNDER FIRST FLOOR 2 W 3 PLV HERni f6N-3 RUNS B 12'a/c EAFlI OETA]L B FOR FASTCNING SCHEDULE) REVDATE 2%9 SQUASH BLOCK LOAD IS LESS THRN 650 PLF TOTAL LDPIt IS MORE THAN 3/4'QR 7/H EDAEH SIDE AT EXTERIOR INTER]OR HCARING WALLS SIDE STAGGERED 50 PLF 1-I/H'OSB HLKG.PNLS 3/4'OR]/B'DSB NpTF.OSE VEB FILLERS L VEH OSB SUHFLppR LOCATION BETVEEN EA.CANT,I-JOISr SUBFLmR 4 PLY BEAN ONLYN/2'BOLTS*FENDERVASH"RS MUTE.LSE VEH STIFFENERS 0004 03/13/ STIFFENERS IF REOUDRED BY [F REQUIRED BY THE HgNGER 3/4•OR]/H'OSB 3/4'OR]/B'US THE HANGER MANUFACTURER 3/e•OR 7/e•DSB HETN SIDES-2 ROVS H 2a•wc SUBFLDDR SUBFLOOR - SUBFLOOR STAGGERED MANUFACTURER ���� JOB NUMBER 6' G' A' MAX, MAX. MAN rD+PLr b PW2LPI NOTE.USE VEH 4'MAX. VL BEAM CANT. SNEET NUMBER STIFFENERS IF RIM JOIST OISTH SAME USE CONTTNUOJ3 — NOTED pN LAYOUT AS FLOUR JOIST DEPTH 24'MIN. USE Baew4'FILLER BLOCK USE FILLER BLK. FON 11-)/B•SERIES 26 l 30 VHERE HANGERS NATE.USE DHL.SQUASH BLACKS NpiE�USE SQUASH bLOLXS IF HRG VALL ABOVE IATE�USE FOR AISi l6.O[[P OR LESS NATE USE FOR JOIST lfi'DEEP OR LESS NOTE USE FOR JOIST 16'BEEP O4 LESS AT ALL HRG WALLS 6 BEgNS UNRE[NFORCEH CANT. ARE USED DN_Y tF rvOi EO ON LAYOUT NOTE.USE VEB STIFFENER IF NDIED ON LAYOUT TOP NQIDJT I-JOIST HANGER SNpVN c i. RIM J❑IST—BAND 2, RIM JOIST—ENDWALL 3. RIM J❑IST—ENDWALL 4 RE=NF❑RCED CANT, 5, DOUBLE I—J❑IST & DBL. I—JOIST 2 BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9 PLUSH LVL BEAM a COPYRIGHT 1995 Pulte Home C reli. OF M LLJ LJ �D 2x10 ROOF JOISTS - Z 16' O.C. 0 00 1/2' PLYWOOD SHEATHING Ln 2x6'5 2 45' 16' O.C. I � � ~O 2X6's 16' O.C. 2x4 KNEE WALL OVER I CENTERLINE OF 2xI0's 16' O.C. BEARING WALL AT 2x8 COLLAR TIES MASTER BATH (/I RAISED CEILING ONLY a 16' O.C.--\ Q 2x10 ROOF JOISTS (2) 1 3/4' x 11 7/8' LVL'. BOLTED z 2x8's 16' _ 16• BIC. TOGETHER W/ 1/2' 4 1/2' �0 2x8 CEILING JOISTS i CARIAGE BOLTS TWO HIGH 16' O.C. = Q = 1RH HL4��, - I 2x61 S 16' ❑. 2x8's 16' D,C LD ~ 2x8's 16' O.C. NOT 0 D UHLE 2x8's 2x8 BEYOND CANTILIEVER 2xa AS REO, TO FIT I Ljj 2x8 CONT. CEILING JOISTS JOIST HANGER 0 � HEADER R SEE FRAMING PLAN Q 0 2x4 BEARING x4 STUD PART. 2x4 EXTERIOR J W • WALL 2x4 BEARING WALL W PARTITION � SIMPSON HHU212-2T (l 3 EQUAL EQUAL JOIST HANGERS LL (�6)SECTI❑N BUILT-UP 2x's UNDER L DOUBLE 2x6 PLATE 1'- 0' 2x10 JOISTS 16' D.C. TO FOUNDATION BELOW PULTE Moster Bullde 2x 16 RAISED SECTION SECTI❑N SECTION DFF JOISTS 2x6's 16' O.C. E 45' ANGLE DOUBLE 2.8 CEILING FRAME T-m/ 1i IPIA E 77 SLOPED 2x6's 16' O.C; PROVIDE ALL DRAFTSTOPPING BEYOND 6" 6" AS REQUIRED IN CHIMNEY 9' 8' 3' 0' FRAME. 2x �ARTITIDN CLOET A 2x10 ROOF JOISTS 16' O.C. B SECTION ® ti BELOW EXTERIOR WALL S6 H III B 2 e' "EIPTI❑NA TRAY CEILING DETAILS SECTIONS i -51 OP 6' .., .... .. .... •� 2x .s 6G S / U. FR M E OL AR TI 2 s .C. I ' DOUBLE 2x �_I AT PERIME ER END WALL a2x4 GABLE C A LD NG'. T RS .. T _o0 2x4 GAEL — -- - o o END WALL B LD A NG W WWL _ L ! +a 2 J ]S x STD -L 2x8 JOIST it REILI[viA GE ISSI 3W HANGERS G 1 2 x 2 2) 3 4' �' L'UB'E xB ( 2x )2 DRAWN BY J.A. Bas tien EF1 C&ASE FOR DATE 10-31-96 2 ZONE SYSTEM 2xO SL RE I 111 S 1 C. REV. No. ~ LMECH CHASE FOR ODI&V 6(0rtli X ND 2x P R: I12-06-96 1 ZONE SYSTEM �- O� _ O ND RS DE F. 00 y� H E OR IN ❑ CA ER OI TS 2 s C 2 7-04-97 PARTIAL PLAN(�^p��°� `Tw — — — s 7-2e-97 FOR MECH CHASE 2 10 ❑❑ R F Rs 6 D.c a I2-1e-97 (ONE Z❑NE) 9914511/17/99 1/4. 1'— 0' 2 AR BE OW e MP DN HH 10 2Ti : D IS H G S EXTERIOR WALL SEE S-4 FOR CEILING FRAM E W THIS AREA oJ 2x4 EXTERIOR WALL 2xy CEILIN NOTES JO TS 2X4 ABLE END CLG. 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S-7 2x6'S 16' ROOF FRAME @ CHIMNEY Y --- 2x4 EXTERIOR WALL LD ® BELOW i 1/ X LY OO SH AT IN B IL CR CK OWER RDIF2x1's 6' .C. BE R I ABI 10 I E CO T. x6 LA IS AT II II I II SS°HAT INC (TP)° n 2 16 - — 2 4 G kB E D (2)l 3/4' X 1 7/8' LVL W LL lx T S 2' a m NT t R R F L ,y�2 L W 2 2 IT. ,�� I � I 2 112 ID . ]x T S 2' x GA LE NiW R❑❑F FISOMING PLA PTI❑N #2 <2 2,Mz 16 3.C. j 1/4• 1'- 0' CDB R NFT RS DV:R I ATI EDI- LG DRAWN BY J.A. Bnstlen 4 EA IN OATEN-Q 6 _3_L- �- —-- - - - - L HE O 1 DX L ❑ REV. No. 2 0's 16 O. 1 12-06-9 I j 2 7-04- ' - _ AIN T ❑ R 11 WAL 3 7-28-9 SHE T -NG Y ❑ o I I I I I 4 12-18 7 • I II I �T • I 30 ID 2x4 EXTERIOR WAL II I BEAR GABLE JOISTS ON BELOW I I II ]0 RI E II CONT. 2.6 LAID RAT • I, I' I 2 8's I OVER ll2' PLYWO00 id SHEATHING (TYP) 2x s ;16• I p I I II S I I N • I II _- + I__.___" L.. — — FORHEADER SIZE 11 11 11 11 H 11 -IR Il I Ijj REEF SECOND SPLAN ---- - _ --- x6 y�B RAKE AND M B BLOC I}i NG <TYPJ (2)1 3/4' X - - II SL E NOTE +a los CENTERLINE OF RIDGE PLATE HGT FOR TI-111 CAR GARAGE 2 OPTION IS BE 12' 1 WHEN BRICK VENEER Lys Il' 4 3/8' OPTION IS SELECT 12' 11' PLATE MGT. BEAR GABLE JOISTS ON CNTERL[NE OF RIDGE W/ BRICK VENEER ON VENEER SIDE Y. CONT. 2x6 LAID FLAT OVER 1/2' PLYWOOD t 7 SHEATHING (TYP) I � I 2.6 SUB RAKE AND LL BLOCKING (TYP) FRAMING PLAN BASE P s 1/4' = 1'- 0' R❑QF FRAMING PLAN ❑PTI❑N #1 CJ COPYRIGHT 1997 PULTF HOME CORPOR ON