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Miscellaneous - 57 PALOMINO DRIVE 4/30/2018
57 PAI.AMINO DRIVE 2101108.C-0131-0000.0 r' r� f Town of North Andover G NaRTry Building Department 3�0tt `ND _ o 27 Charles Street o North Andover, Massachusetts 01845 * _ 70 (978) 688-9545 Fax (978) 688-9542 ?o q�re v P`y,i7 APPLICATION FOR CERTIFICATE OF OCCUPANCY/ INSPECTION ADDRESS S 7 DA-/Vni 1,110 LOT NUMBER 0-S7_ SUBDIVISION_/oYGe$ DATE REQUEST FILED DATE READY FOR INSPECTION FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRANIE. 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 6' _DATE PLANNING DATE_ D.P.W. - W , R ME DATE D D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. IG ATURE /DPW A THORIZATIO o,w M X10 Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PERMIT NO.: Pte: J��Sr e'r` /d s�btf DATE: UNIT NO.: FLOOR: WING: BUILDING NO.: X07- I>,,*-I>,,*-�c�byl l•�ra c.a D/n C r REMARKS: Kf>G'�d17 07�� /�sa`jZ� S '3 Excavation-depth and soil conditions Framing- Other: Date: t7` ( e -m/ Date: �`j y Date: Inspector AW (6c" Inspector ,im Inspector Footings and foundations and drains- Insulation- Other: Date: D-00 - 0 Date: 0Y-/C% r Date: Inspector AAIM L166-� Inspector /yf G�L� Inspector Electrical-rough- Plumbing and/or gas-rough- Other: Date: J 7 ` / Date: Date: Inspector Inspector Inspector Electrical-final Plumbing and/or gas-final Other: Date: //- CL O tl Date: ZZ I a ` 01/ Date: Inspector Inspector Inspector Fire Dept- oil burner,tank,stove,smoke detectors Final inspection rtificate of Use and Occupancy Date: �� Date: 11 - 17'/�'l C of O A� � Inspector l Inspector /�/'! � "`� Ins for Form N995 Action Press,6851'7000 . ao M 6� CERTIFICATE OF USE & OCCUPANCY TOWNS OF NORTH ANDOVER Building Permit Number 4117 Date--&- 9-01 THIS CERTIFIES THAT THE BUILDING LOCATED ON ,dJ`t �E! 9 Pc�k.X/'U C� D q l U MAY BE OCCUPIED AS 3 1 N 5 fes. FAA r� Re S)d-e-V Ce- IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHU ETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 10goom si'a'S 13Sta ri`AcA CERTIFICATE ISSUED TO / OJle 4,w'-'S 0 — a�n 7-0 1,/w P 1 x t- i D So Y7`G 0,200 ADDRESS Building Inspector 1 NORTH �o , Tovm . of O , `' 1`' TO ........... No. Al 17 � � -ice= �� 1 ��®0 1 o�A COCH C. dormer, Dass., DRATED pP �'c5 BOARD OF HEALTH P-E R .M [,T*, r T D Food/Kitchen Septic System /'(! ' '� ,�Z° ele BUILDING INSPECTOR THIS CERTIFIES THAT � ' •'••'• Foundation has permission to erect. .......................... .. .. .. ..... ... . ... . ..... Rough .... buildin s onIt 85 �1 DRI / i to be occupied aS.� ..�° �.®�� .. .�.Ia.. Ti'.I...ATT A.t e10 jUS Chimney v 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, Aftefattlop and Construction of Buildings in the Town of North Andover. C10% 13 t * 1106saw PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. R&i a 01—,1C1'—C9 c�� PERMU EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION TTS ELEC IAL SPEC Rou ...................... .. . ... ...... ............ .......................................... �. UILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous,Place on the Premises — Do Not Remove Final No Lathing"vir Dry Wall 't'o Be Dane Until Inspected and Approved by the Building Inspector. Burner FlRl;DEPARTMENT Street No. E REVERSE SIDE Smoke Det. N2 7J /' Date...... ......... ......... �. HORTrf TOWN OF NORTH ANDOVER °L p PERMIT FOR WIRING SSACMUSE� This certifies that ............................................................................................. f has permission to perform ............................................................................... • J ' .......:: ... i wiring in the building of.........................:. -:...... ................................ at.........!............ ............................................... ,North Andover,Mass. Fee.-,/................. Lic.No.t�........ ................................................ / ELECTRICAL INSPECTOR Check # i WHITE: Applicant CANARY: Building Dept. PINK:Treasurer The C0171111on11)cy of Alassm-1111s('. pj„ . I)C17offirtriif (if I'liblic- 'SofrqP 00 tIOMID Of rlrlp Pj1EvFpjll()t4 571 ,p,11 APPLICATION FOR PI---l-IMIT -101:4- 11FORM F_LF—C-1-H ICA L WORK J\ All wont to he Pff6imed IIn 1111 the rl,rlflr�l C-le. S77 (jilt 17 M T�. 1,TUTU ill 111F M 171'L: ALL IMMMA t T( ll) U re (,iLy or Town of C'_Z_ _.�_ M_1J_Q>\j FZZ-,F\ thit Inspector of Ultes: 11,e undersigned applies for a P,i:_1 t t dtscrihed btl-1. . t)j� �lrvcrrir. Location (Street x, jl-jmt)er) 7 . . .5 m t m __ _ RALLC�i _)_zjvC O-ner or Tennnt PULTE HOME ,CORP.- OF NEW -ENGLAND 508- 787-0002 Owner's Address 257 TURNPIKE RD SUITE 200 SOUTHBOROUGH, MA 01772 Is this permit in conitinction uiow a building pefinit: Yes (Clieck Appropriate Box) Purpose of Building—TEMP POLE utility Authorization Existing Service Anps Vo I I % 0-orlicid 1---.1 14,4P.1'! 0 1,') f llc Hew Service 100-Amps--120- 240 vf i t,s Overhead Undgrd U11 I,,,. Of llumber of rce(iet s and Aij)p, acit Location 'Ifid llature of Proposed TEMP POLE No. of Lighting Outlets No. of llot Tljt)sTotal Above. NO. of Transfoltn'!fs KVA 110. of Lighting Fixtures Swin'tning Pool Id. gtnd. U Generators KVA K flo. of Receptacle Outlets Ito. of 011 But I rie rS Ito. of Emergency Lighting Ho. of Switch Outlets 110. of Cas Butfif!15 rIPF. ALAMS flo. of Zones 0Ito. of Ranges Ito. of Air ond. 110. of Det'!Ctl"11 and T ___ C _1 ____ t_".____ Initiating Devices No. of Disposals 110. of Ileat Total Total IJ _ Pumps lolls KW 110. of Sotintillig Devices Ito. of Dishwashers Space/Arca Heating YU Ito. of Sell Contained Detection/Sounding Devices Ito. of Dryers Heating Devices YW Local 0 c.11 U tcl loj::111 cc Cl It"I'on F_1 1,e r NO, of ITO—.__0 I No. of Water Heaters yll Voltage Ballasts W1.r I fig 0 Ito. Hydro Missage Tubs tin. of l"tors -Total TIP OMER- IIISURAZICE COVERAGE: Pursuant to the requirements of ilassachusetts General I-lus I have a current: Liability Insurance Policy Including Completed Operations covcrage or Its substantial equivalent. YES M 1100 I have submitted va I ld proof of Same to tills office. YES Ito Uj If you have checked YES, please indicate the type Of coverage by checking the apptopri.ite box. INSURANCE KI BOND Ej OMIFR Spprlfy) Estimated Value of Electrical Work s 500. (Txpiration rate] W 11.1. CAL I.' Work to Start Inspection Date ize(plr5ted: Roll Signed under the penalties of perjury: FIPII 1IME___JAMS E. BUCIIA11AN LIC. ll.,.AI5616 Licensee JOSEPH L. FORTIN S I g I I a t I I r f! Address P.U. BOX 544 SUTTON MA 01590 Bus._T e--1 ilo- :)06-1365-3335 Alt. Tel. ?in. OMIER'S IliSLIRANCE WAIVER.. I am aware that the Licensee does not have the Insurancestant i:1 equivalent as required by Itassachusettt Geneta -ws, licoverage- is sub- sd that my signatureAPPIlc t on waives tilts requirement. O-vi e r Agent please check one) of, tills pertalt Telephone. 110. PER n. S Ire of 0",1er Or A go!nt Date. :. No o'<".O RT:1�o TOWN OF NORTH ANDOVER ° A PERMIT FOR PLUMBING s i, $. • SSACMU5� This certifies that . . . .!` `!�. . . . . . .. . . . . .r . . . . . . . has permission to perform . . . . ! � . . . f " ' plumbing in the buildings of . . . .=. . �. . � . . . . . . . . . . . . . . . . . . . at. . .'' /�G, !� !�: .!. . t. .. . . . . . ., North Andover, Mass. ,. �!Fee.. . . . . . .�Lic. No—/ . . . . . . . . . . . . . .� . . . :.�:�T-2. . . . . . . PLUMBING INSPECTOR Check # / WHITE: Applicant CANARY: Building Dept. PINK:Treasurer li�nf'n�hor Z3�1 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) Mass. Date g q/C/—Permit# �� a •' p ( g�� Building Location�� ALO 1A)0 C+� Owner's Name PU4I-E NOME e0ZA 12fS1hEMrIAL Type of Occupancy New 5e' Renovation O Replacement O lan�bmitted Yes F—P' No C FEATURES z ? W cn V) z z w w Z V) FQ W �" U cc U) Z OLL Z Z 4 CL J 05 W cn 2 CL Q W W Y ct IZ . a U Z CC Ct Q W Q Q w Z ° (n Z p J w = _ O Z i Y �Qo I- Q Y ° W U- Y w Q g Q Oz c=n °CL c p Q o J Q a ¢ cc Q o Q F= Y m cn o o 3 = cn � c7 ° ° Q 3 m o a SUB-BSMT. BASEMENT 1 t ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR Y 5TH FLOOR 6TH FLOOR TTH FLOOR 8TH FLOOR r Installing Company Name F9A216'9 e k ELL-5 Check one: Certificate Address /� U r60 X S1? 2-10orporation 2 / c (�D C //� /�`�� ❑ Partnership Business Telephone 978" 68 9-7`177 O Firm/Co. Name of Licensed Plumber ( HAI £S INSURANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch 142. Yes (t No O If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy Other type of Indemnity O Bond O 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 slgnature on this permit application waives this requirement. Check one: Owner O Agent O Signature of Owner or Own rs Agent I hereby certify that all of the details and information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By o cense AC�d Signa um er Title Type of License: Master, Journeyman O Ciry/Town License Number �6 8 APPROVED OFFICE USE ONLY) N2Date..................... ............ ,LoRTH 4, TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING M SS CHUS This certifies that ..................I...................................... . ....................................... has permission to perform ........... ...................................................................... wiring in the building of....................... .........................w...................................... at........... ............................................. ................... .North Andover,Mass. Fee...............11. Lic.No.............. ................................. LE C rR ICAL INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK:Treasurer 11., 0 C0171"I 0"Mcalth q Mossac N-11 t, tie.. -- -------- Orpar fill clif L f., L_q Ofrt noAnD or F-1np Pllr--VF'tlll()fl IWGIII 577 C 1.111 12:(x) All ivoirk ::: APPLICATION FOR PF-RMI-I- -j-O 1DF--HFOHM LI-FGI-RICAL WORK rent t:."fIIlrAl Cndf-. 577 (_1•M 12:00 (rl.r A r I'R11i) y I'J7 A I I T 0 1111 A I-I City or Totill of To the inspector of Wite.;: The. undersigned applies for a petr"I.It to P'!rrnIn the electrical Location (Street & ll"mh(!r) 0--ner Or Tennrit PULTE HOME CORP. OF NEW ENGLAND 508 787_0002 0111'er's Address 257 TURNPIKE RD surrr 200, SOUT11130ROIFC, IF, MA 0177.2 Is this Permit in conjunctlor, vitt, a hntldingell it Purpose of Building NEW HOME p Yes Appropriate Box) Ity Ail0int I 1.1tintl ?to.- G ZZ--Q z Volts O�r t I I en'l 70U ----Arrp,__.12O 21sO 11trnber of Fenders and IJ IIII(IP't'i 1XI 11n. of K-tr!z!z .Ind Amp, 3 4/0 ALUM. lxirntloti and tliture nr ptnj'1s111 II—ttj,.,,j NEW HOME ------------- No. of Lighting 011t.1pt!: 110. of lint 11111).7 t1n. of Trnrls fnlfn^r z KVA MO. of Liplitit-IF Fixtures -swirmnit'r. Pool A Generators -- KVA Receptacle Outlets —f- - ---- - 110- of Oil Plittinrv: of FmPtgot'ry No. of Switch Outlets --- Battery lhliLS 110- of (-,;"c No. of Ranges ot n FIRE AI.AIIIIS 11n. of Zorir ------------ of All- Cot I of t)f!ter '10 _110. I( -tinil Incl 110. of Disposals Ila. of ""I Tt'lI 11 Total Devices l I' o j ----------- -Pumv--jorIN KW fill. of SoundingDevicesD tr NO. Of Dishwashers Space/Area 11entArlp KU 110- of Self Cont-11nod D"VIC(ss No, of Dryers 111TAILing Devices Devicps KIJ -- thiniCIPlI — Local Other-(L 0. oltprlleaters Kv F1" , — N S I&�s Low voltngf! -a-sts------- llg- o No. Hydro Kissage Tubs Ho. of lirit.or-� Total lip OTHYR- INSURANCE COVERAGE! pursuant to the require I have :1 current Liability InstIr..Ince-polic requirements of Gellrr'll Liws equivalent. YES lid Completed y Including -ted Ope""Ot's (:Over-"Fe Its have J proof of nnmr to this office. If M— ?10 L 1 11-1ve Suhmitted valid n( Checked YES, please indicate the type of coverage by c1l, vo INSURANCE KJ PONT) Fj 011IER [j checking the .1ppr n lit f.1te box. (please Specify) Estimated Value of Electrical work S 5000 X—P 1-1—t.% -a r-i-T)71 t-e y- Work to Start ---- WILL CALL Inspecti,ot, 1).1te Reque.,.trod! Rough Signed under the PP"nitlrs of perjury: rin FIRII t1A1tF._._.JAMr43 r. BUCHANAN INC. Licensee JOSEPH L. FORTIN ____—__.-LIC. Il.i.A15616 Address P.O. BOX 5411SUTTO Aq�-8 6 5_ I am aw - OWIERIS IIISURA?ICF WAIVER. Alt. Tel. 110. StAntint are that the 1.1c"llse equivalent as required by Massachusetts C dit e r a I Toes not 11.1thatve t1le l 'lis u I1rn -C - M (R3ture oil tllipermit - Al"PlicAtton varves (.9 requirement. Owner Agent (PI- y 111se Check oar)) Telephone ?In. Signature— Of Owner Or A. tj PFPIflT FEE —sE.�(,,,47 AUG-15-2001 07 :32 AM MARCHIONDA&ASSOCIATES 781 438 9654 P_ 01 PALOMINO DRIVE S4rl 5'21"E ;w 4 x 06.13'42„ R'*425.00' w N N L-4.8.20' 29.0' ,^ 26.4' TOP FOUNDATION 78 7' --► ELEVATION=163.20 w 00 0 0 r� r w Lo o `r o z 39.7' 85A 2 11035 S.F. 0,25 Ac. a� (N OF Rq STEPHEN 542'33'37" 108. N 39449 N 10, 89.95' r C q U( WE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR ZONING THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES ONLY, IT WAS PREPARED AS SHOWN. THE STRUCTURE SHOWN CONFORMS FROM EXISTING PLANS AND RECORDS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF WITH THE STRUCTURES SHOWN LOCATED TOETHE FMUN�EIpM.A./H•�D,NFLOOD I SU ANCECONSTRUCTED, LSORATE MCAP,DING BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR-FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PIAN LOT 85A FOREST VIEW ESTATES MARCHIONDA & ASSOC. )L. P. NORTH ANDOVER, NIA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUITE I 257 TURNPIKE ROAD SUITE 200 STONEHAM, MA. 02180 (781) 438-6121 L.ou THBOROU GH, MASSACHUSETTS 01721 SCALE: 1"=20' DATE: 8/14/01 Location J�� S5 A 45� Pa 1C)MIU0 DIP, . No. 1 r7 Date MORT� TOWN OF NORTH ANDOVER 3? 6 OL ` 9 Certificate of Occupancy $ MuS tt�' Building/Frame Permit Fee $ 1 �' � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ I ` t o00 ri Cr a Check 61 Goo °1 a 4 U C J Building Inspector I y10, TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLINGy UBCiIXI 4� BU1LDiNG PERMIT NUMBER: DATE ISSUED: SIGNATURE. LCV§- Building Comn-dssioner/Ins06ctor of Buildings Date SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: -Z �� L�r�r✓� _ Jv -_C_ Map Number Parcel Number 1.3 Zuriing hifumratiou: 1.4 Property Dimensions: Zoning Distrix ProposM Use I Lot Area(st) Frontage R) 1.6 BUMDING SETBACKS(ft) Froth Yard Side Yard Rear Yard Required Provide R red Provided Re aired Provided- 1 J rovided1J War. Suppiyl~I.O.L.C,4lt.§34) 1.5. Flood Zonelaformatios 1.8 Sewerage Disposal System: Puhtic A—Private 0 Zone Outside Flood Zone A-1' Municipat 43l�' On Sire Disposal System 0 SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record v/trz -,7 jtVj /ke Name(Y Address for Service': Signature Telephone j 2.2 Owner of Record: Name Print Address for Service: -�y�r 6 Sianarura Telephone — M SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Constr cuon Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 0773 1(;:� — License Number Address 1 -SnS� Expiration Date Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Naive Registration Number Address ------ ----- r -- Expiration Date Sieuarure Telephone 0 Fthc N 4-1*1'ORT{ERS COMPENSATION(MG.L C 152 § 25c(6) Compensarion Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result `J in ial of the issuance of the buildin rmit. - Signed atlidavitAttached Yes .......&1No..,.._.0 SECTION 5 Descri tion of Pro osed Work chneck-11 applicable New Construction PY Existing Building Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: G/GXJe�f 1jk4t e Sdr cA- �1� Lha�� f�gr�i Z SECTION 6-ESTIMATED CONSTRUCTION COSTS hens Estimated Cost(Dollar)to be OFFICIAL.USS ONLY. Completed by perrniL.2pp!icant 1. Building (a) Building Permit Fee 3 S 2 Electrical Multiplier (b) Estimated Total Cost of Z�Q Construction 7 3 Plurnbing Building Permit fee tai x ibI -t Mechanical(HVAC) 2 DO 5 Fire Protection o Total 1+2+;+4+5) S Leck 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 ivf� behalf: in all platters relative to work authorized by this building pennit application. Signanire of Owner Date SECTION 7b OWNFRJAUTHORIZED AGENT DECLARATION 1, 1/ td' property� � �f �0� ,as Own _uthonzed Agent f subject Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge rind belief e _0,4dl Cit Z�rt S�-1 V Qy Print Name S1911MLLI-e of O7 mer/Aoetlt Date NO. OF STORIES Z SIZE ' Z 3`/ ��.2 BASEMENT OR SLAB E+yl� SIZE OF FLOOR TRV1BERS 1 // �S �P 2 3 SPAN DIMENSIONS OF SMLS X(� MIENSIONS OF POSTS VA'/ DM-.'NSIONS OF GIRDERS HEIGHT OF FOUNDATION —/V" THICKNESS SL!E OF FOOTING c0" h 10 N,LA'rERLAI.OF CHIMNEY �J — C ean2llytC„L IS BUILDING ON SOLID OR FILLED LAND S J, IS BUII DING CONNECTED TO NATURAL GAS LINEAl FORM U - LOT RELEASE FORM •-.,►�ISTGUC I IONS: This form is used to verify that all necessary approvals/permits from Eoard Departments s and Dehavingjurisdiction have been obtained. This does not re!ieve L, e applicant and/or landowner from compliance with any applicable or mquirer"ents. FILLS OUT THIS S�CTiC`ytt�Tkt �*.<k� t : tTt APFLIC A. JT pC>'/ ,z_:_- Z!Z Qd 01C hy_1, FHCNE O'�- 3ZG got/7 LCCA T iCiN: AsSeSS&S iiMap Number /Q C. PARCEL /3� SUEDIVIS10NDY,eS J►- V1 S LOT (S) STREET i-AJ0/411/10 D'a VO'C ST. NUMEE:R _<Z ,t .tt . ,t .OFrICIAL USE ONLY+*,k,, t REC ME T1 NS F T WN AGENTS: CO "E:R 101 ADMINISTRATOR DATE APPROVED D DATE REJECTED l P COMMENTS TOW L4NNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SECTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS DDiP.iE TER CONNECTIONS JUN 2 r Rl� PERMIT ` x`27-tn/ DE; ARTMENT CTLR D A.T MAY-08-2001 06 :05 PM MAIRCHIONDA&ASSOCIA'TES 781 438 9654 P. 01 11 , 045 SF11 A 1 -12 ---er 1 -6 36 166 / i 164- 16' LOT--85A , �- J f - - - - fl ,035 SF.-I I'l Ux-3 25 F'��i-- 15 4.,*'.,, I !2X() 7 2 130T=159,5 04 CA N .5 X5 PALOMIo 7+00 No now mw DRIVE PULTE HOME CORPNORA41N! RESERVES THE RIGHT TO MAKE AELO CHAMES TO THIS 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 WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME, PROPOSED SITE PLAN LOT 85A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02100 257 TURNPIKE ROAD - SUITE 200 (617) 436-6121 DATE,. .5/7/01 SOUTMBOROUOH, MASSACHUSETTS 01772 SCALE: 1"-20' '1 Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of.North Andover Growth Management Bylaw. The building applicant shall provide all&t`e necessar/information as requested 'below. Name of Applicant on cuilding Permit (below) Address of Proper/ fcr Permit (te!cw) jDC,) f%- ()"4&% 9-f t—__ Z A_ latti„rI�ICJ Jnr ✓-L i�1ao and Parcel : Purpose of Application (check below) Phcne Number of Applicant • n-Single Family Two Famjl;/ AOR- za gLgq? I the undersigned applicant for the above property attest that the attached building permit`cr which this farm is =mpleted does comply with the E:<EMPTION section 8.7.6 of the North Andover Growth 1vlanagement Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the wilding Permit. Further I understand that my interpretation of the E:<EMPTION status is subject to review h•y the Building Department and is only officially accepted when the Building Permit irk 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 reconstruction of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. bylaw.The lot(s)were/was created prior to May 6, 1956 are exempt from the provisions of;his Sec;cn 9.7 of the Toning This acollcatlon is for dwelling units for low andlor moderate income families or individuals,where all of the conaitions of 8.7.6.care met and/or represents Dwelling units for senior residents,where cccupanc�of the units is restri�ed to senior persons through a properly executed and recorded deed restriction running wrlh the land. For purposes of this Section"senior'shall mean rsons over the age of 55. Piet This applicatlon is a part of a development project which voluntarily agreed to a minimum ao%permanent reductJon in density, (buildable lots), below the density, (buildable lots), permitted under zaning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open soace and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction,dedication to the Town, or other similar mechanism approved by the Planning Board that will ensure its protection. aclThis applicatlon represents a tract of land existing and not held by a Developer in common ownershio with an acant parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the 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 accommodate issuing a building permit in that Year,one building permit will be issued per Year per Cevelopment until such Ume as the Development Schedule accommodates issuing building permRs. Applicant must supply approved form U with this EXEMPTION. Plea " se 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 E<ENIPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply, whether done to my knowied at, is groun s for refusal by the Build' g Department to issue a Building Permit. I, Signature of ..,caner or Authonze t who s e Attached Building Permit Date This form must be attached to the Building Permit upon application for such permiL Me i t i � Gr uh F v"D X70,160 Jun 1� :,000 1� D .; h. 1` B UILD 2M D EP ARTMEI,i I DEBRIS DISPOSAL, FOR.Nf In accordance with the provisions of yfGL c 40 S 54, a condition of Buildiu.,permit Number fOi Is that the debris resulting form this work shall be disposed of in a properly licensed solid waste disposal fatuity as defined by MGI,c 11, S 1:0A The debris will be dist;osed of in: Location of Facility Sig>i�iitu dr-P rtnit Applicant Date ,N=z:c: Deno ution ce Init fm a the Town of North Andover must be obtained for this project through the Office of the Building Iazt -tor ✓�ie �anv�noouuea�� a�;��izkfac�u�.C�d i,,;• BOARD OF BUILDING REGULATIONS y w License: CONSTRUCTION SUPERVISOR - `` Number: CS 077396 Birthdate: 03/02/1962 Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Administrator May-17-01 09 : 29A P -01 FrrROM :FPULTE FAX NO. 4017396457 May. 17 20©1 09.57AM P2 y CERTIFICATE OF INSURANCE ISSUE DATE 04,r27120DI THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND.EMEND OR ALTER THE-COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED Pu1ie I coma Corporation of New England COMPANIES AFFORDING COVERAGE 257 Turnpike Road,Ste,200 COMPANY A Pacific Employers Insurance Company Soulhborouph,MA 01772 COMPANY 8 Legion Insurance Company COMPANY C COMPANY D ACE American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THC INSURED NAMED ABOVE FOR THE POLICY PERIOD WDICATED.NOTWITHSTANDING ANV REgUIREIdEIYT,TERM OR CONDITION,OF ANY CONTRACT OR OTHER DOCUMENT WfTH RESPECT TO WHscH TIuS CERTIFICATS MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT 70 ALL THE TERMS. fJCGLUSIprrS AND COAI11rT1ONS OF SUCH POLICIES. L"rS SHOWN MAY HAVE BEEN REDUC4D BY PAID CIAIMS. '�''T�'��3lr.ltd�1� .�... _" P171*1CY•t��jISIIB!?�' '' '' �FT�t;��,.. �u. . ..���Jt 2 S'�r-i,ti��ti"O'*k�,w�-��o r=•� _ "s GENERAL LIABILITY GENERAL AGGREGATE COMMERCAL GENERAL LLABILRY 01-4-0292043 OW12001 05!0112002 PRODUCTS-COMP/OP AGG. $15,000,000 ON AN OCCURRENCE BASIS T — PERSONAL ADV.INJURY 31e,000,000 AOOfTIONAi_INSURED: -� EACH OCCURRENCE 515,0001000 FIRE DAMAGE(Arty one fire) 51,000.000 MED.EXPENSE(Any one person) 35.000 AUTOMOBILE '— COLLISION DEDUCTIBLE LOSS PAYEE_ COMPREHENSIVE DFDUCTI8LE D ADDITIONAL tNSURED: CAL W 7682773 O=1I2001 0,5,(0112002 COMBINED SINGLE LIASILITY LIMIT $1,000.000 (Owned,Hired and Non-owned) EXCESS LIABILITY EACH OCCURRENCE _ AGGRCGATE WLR C4 3091748 R'S COMPENSATION and 05/01/2001 Q5/01l2002 STATUT'ORYLtN.T i'�w:C:�tir.;+• ...................................... EMPLOYER$'LIABILITY •-••••-•----•w�=�'-�+-=-«x:a"r_`• F ACH ACCIDENT 31,000,000 MA,NV SCF C4 3091815 05/0112001 05/012002 DISFASM-POLICY LIMIT $1.000,000 PROPERTY DtSEASE-EACM EMPLOYEE_ 31.000.000 LOSS PAYEE: REAL ANO PERSONAL PROPERTY.INCLu0rN0 WHILE IN COURSE OF CONSTRUCTION: PER OCCURRENCE LI141T MORTGAGEE: SPECIAL FORL(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBLE PER OCCURRENCE OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLF-S/SPECIAL ITEMS Alf projects in she Town of Grafton CERTIFICATE HOLDER CANCELLATION Town of Grafton SHOULDANY OF THE ABOVE bESCRIBED POLrCIES BE CANCELLED 30 Providence Road BEFORE THE EXPIRATION DATE THILREOf WE WILL ENDEAVOR TO MAI, Grafton,MA 01519 22 OAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT_ 2554 AUTHORIZED REPRESENTATIVE fr � Mesiti Ciel Group Fax:Yrv-55(8160 Jun 13 2000 12:51 P. 19 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations , Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone aam a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity 1 am an employer providing workers' compensation for my employees worming on this job. Company name: Cv2,o- Address 9S-7 ��/R,vo/�E /t� �. L(/r� 70o City: 7Phone#' 3-09— ,?07- CJG'o z Insurance Co. -i c Policy# SG - e-y 3c) , ',Y Company name: Address C'tY 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 51,5cO.co andlor one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a rine of($100.CO)a day against me. I understand that a copy of this statement rnhy be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do herby certify under rhe pains end penalties of perjury that the information provicHd above is true and correct. Signature Date Print name Phone# Official use only do not write in this area to be completed by city or town official- Building Dept ❑Cher*if immediafe respcnse is requxed Building Dept Licensing Board C3 Selectman's Office Contact person: Phone�F F-1 Health Department ❑ Other )RN WORKMAN'S COMPENSATJON i JUN.15.2001 12:51PM PULTE HOME CORPORATION OF NE NO.483 P.14i25 i MAScheck COMPLIANCE REPORT li Massachusetts Energy Code Permit # v: MAScheck Software Version 2.01 Checked by/Date � f CITY: North Andover !I STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE; 1 or 2 Family, Detached HEATING SYSTEM! TYPE: Other (Nan-Elegtric Resistance) !, TITLE: Lot B untington Flevatian #1 Forest View PROJECT INFORMATION: h Forest View North Andover, MA I COMPANY INFORMATION: Pulte Home Corporation New England Division d NOTES: Customer purchased elev. #1 and a walk out bay. COMPLIANCEt PASSES Required UA - 534 i; Your Home = 515 �i Area or Cavity Cont, Glazing/Door Perimeter R-Value R-Value U-Value UA i ----------------------------------------------- - ------------------------- CEILINGS 1.708 0 0.0 51, �I WALLS; Wood Frame, 160 O,C. 2619 13.0 0.0 216 GLAZINac Windows or Doors 485 0.33 160 I DOORS 44 0.280 12 ii DOORS 20 0.160 3 FLOORS; Over Unconditioned Space 280gt 0.0 9 !! FLOORS; Over Unconditioned Space 14280,0 63 FLOORS: Over outside Air 16 0 0.0 1 it HVAC EQUIPMENT: Furnace, 81.0 AFUE o ------------------------------------------------------- -----_--------------- 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 than 125 of the design load as specified in Sections 780CMR 1310 an 4. c /40 Builder/Designer Date ea i ISI �i i, I IIS _;. JUN.15.2001 12:52PM PULTE HOME CORPORATION OF NE NO.4e3 P.15i25 D%Scheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Lot # 85 Huntington Elevation #1 Forest View ' PATEs 6-15-2001 �' aldg. j li Dept, j � Use I CEILINGS: [ ] I. R-38 j ( Comments/Location 1 WALLS: •I [ ] j 1. Wood Frame, 161' O.C., R-13 I. ( Comments/Location Id j t ( WINDOWS AND GLASS DOORS: 1. U-value; 0.33 !II ( For windwithout labglftd U-values, describe featur 'll j # Panes Frame e Vt Thermal freak? [ Y s [ ] No Comments/Location 1 _ DOORS: [ ] j 1. U-value: 0.28 j Comments/Location [ ] ( 2. U-value: 0.16 1 j Comments/Location 44+*t �''�"1�lot ] --• FLOORS: [ l ( 1, Over Unconditioned Spa c R3 Comments/LooationDa,,. A os [ ] i 2. Over Unconditioned Spa R-2 j Comments/Location A / [ ] ( 3, Over Outside Air, R-30 ' Comments/Location ► L ' it j HVAC EQUIPMENT: [ j 1. Furnace, 81.9 AFUE or higher Make and Model Number r` Ott_. . i i ATR LEAKAGE; C 1 ( Joints, penetrations, and all other such openings in the building j envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures I; ( shall meet one of the following requirements: ( j I. Type IC rated, manufactured with no penetrations between the j inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space, j 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 ( difference and shall be labeled. , I I I j JUN.15.2001 12:52PM PULTE HOME CORPORATION OF NE NO.463 P.16i25 r i { VAPOR RSTARDER: [ 7 ) Required on the warm-in-winter side of all non-vented framed Ceilings, walls, and floors. ' j MATERIALS IDENTIFICATION: i [ a f Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating r 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. 'i I DUCT INSULATION: Ducts shall be insulated per Table J4.4.7.1. �I DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return I ) ductwork located outside conditioned apace, including stud bays or ?! joist cavities/spaces used to transport air, shall be sealed i ! 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. i r TEMPERATURE CONTROLS: ! [ 1 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. I I , jl HVAC EQUIPMENT SIZING: I t l ! 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. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20W of the heating energy xs from non-depletable sources. Pool pumps require a time clock. I' [ ) HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the fallowing levels (in.) : it j PIPE SIZES (in.) ;i HEATING SYSTEMS; TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 110 1.5 1.5 2,0 a ) Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 j� COOLING SYSTEMS: i ) Chilled water or 40-55 0.5 0,5 0,75 1.0 refrigerant below 40 1.0 1.0 1.5 1,5 i [ J 4 CIRCULATING HOT WATER SYSTEMS: 1 Insulate circulating hot water pipes to the following levels (in.) : II � (� I �I !I ! JUN.15.2OO1 12:53PM PULTE HOME CORPORATION OF NE NO.483 P.17i25 i PIPS SIZES (in.) i I NOW-CIRCULATING i CIRCULATING MAINS a RUNOuTS i HEATED WATER TEMP (F) : RUNOUTS 0-111 i 0-1,2V 1.5-2.0" 2.0+11 ( I 170-160 o.s I 1.0 115 2.0 I: 140-160 015 I 0.5 110 1.s 100-130 a,5 I 0.5 o.s 1.0 ----NOT&S TO FIELD (Building Department Use Only)------------------ ----- II ' li '6 I� it i' I; i �I I' i ij it it II fi C i II I; i i I� i' i JUN.g15.2001 12:53PM PULTE HOME CORPORATION OF NE NO.483 P:18/25 � I I ALI- /57� 7Z;(- 7z) � . 66-x 75 &T 7 71 l I �J�� gUN.15.2001 12:54PM PULTE HOME CORPORATION OF NE N©.483 P.19/25 • A.Ji#F T J I it I J v.,/wvJj,J{r•//VVrIL.I'/y !/-' � 4 II � I f I, i I .I 2./C I r l; I I i . I I I I � I � I I l i f I II i II ' I i I iI I tl 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 0 V E R S H E E T Lot # 85A, Forest View Estates, North Andover, Massachusetts W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.18 gpm AT A PRESSURE OF 56.33 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 85A, Forest View Estates, North Andover, Massachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ j TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 49.00 22.68 17.64 23 5.40 49.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [� YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 295.18 gpm AVAILABLE PRESSURE 97.67 psi AT 295.18 gpm OPERATING PRESSURE 76.15 psi AT 295.18 gpm PRESSURE REMAINING 21.51 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A [V) BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE I I Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 85A, Forest View Estates, North Andover, Massachusetts PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 45.18 45.00 0 0.00 100 111 8.550 0.000 1.733 76.15 68.42 6.00 202 285 45.18 585.00 0 0.00 100 ill 8.550 0.000 9.100 68.42 59.30 0.02 285 185 45.18 50.00 3 2.32 120 17 1.481 0.109 0.000 59.30 53.57 5.73 185 8 45.18 28.00 2 1. 66 120 17 1.481 0.109 0.000 53.57 56.33 -2.75 8 9 45.18 8.75 22 2.66 120 18 1.265 0.236 2.925 56.33 50.71 2.69 9 10 45.18 2.00 2 1.33 120 18 1.265 0.236 0.000 50.71 43.93 6.79 10 11 45.18 2.50 3 1.99 120 18 1.265 0.236 0.000 43.93 42.87 1.06 11 12 45.18 10.00 0 0.00 120 18 1.265 0.236 0.000 42.87 40.51 2.36 12 13 45.18 11.50 2 1.33 120 18 1.265 0.236 0.000 40.51 37.49 3.02 13 14 45.18 7.50 0 0.00 120 18 1.265 0.236 0.000 37.49 35.72 1.77 14 15 45.18 3.60 222 3.99 120 18 1.265 0.236 0.000 35.72 33.93 1.79 15 16 45.18 3.00 32 3.32 120 18 1.265 0.236 0.000 33.93 32.44 1.49 16 17 45.18 8.75 0 0.00 120 18 1.265 0.236 3.792 32.44 26.58 2.06 17 18 45.18 4.50 2 1.33 120 18 1.265 0.236 0.000 26.58 25.20 1.38 18 19 45.18 2.00 22 2.66 120 18 1.265 0.236 0.108 25.20 24.00 1.10 19 20 45.18 8.25 0 0.00 120 18 1.265 0.236 3.575 24.00 18.48 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.48 18.28 0.20 20 22 22.68 3.25 3 1.33 120 18 1.025 0.183 0.000 18.48 17.64 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Lot#85A,Forest View Estates,North Andover,Massachusetts 150.00 ;, :.1.«; � • .. ,..,.,.. ._. : _.. a ««_ 140.00 130.00 pw120.00 P 110.00 ts,. -------- R _--.R 100.00 I .�___l �.._ . ........... _ ;... _ } 90.00 1 S 80.00 _ ! S 70.00 U 60.00 R 50.00 «....,.,...» 30.00 I._I _.... ;—_. y» « I T 20.00 10.00. ,„.. ... ...... 0.00 0 500 1000 1500 2000 Supply: 78.00 psi @ 1540.00 qpm FLOW Demand: 76.15 psi i��295.18 gpm } z 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 0 V E R S H E E T Lot # 85A, Forest View Estates, North Andover, Massachusetts W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30.00 gpm AT A PRESSURE OF 59.21 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' I Frazier & Wells Mechanical Contractors, Inc. s Fire Protection Specialists Lot #k 85A, Forest View Estates, North Andover, Massachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN- TEST [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 * REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 49.00 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. it/ YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 97.76 psi AT 280.00 gpm OPERATING PRESSURE 74.25 psi AT 280.00 gpm PRESSURE REMAINING 23.51 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A [�] BACKFLOW PREVENTER ( ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. i Fire Protection Specialists Lot # 85A, Forest View Estates, North Andover, Massachusetts PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 30.00 45.00 0 0.00 100 111 8.550 0.000 1.733 74.25 66.52 6.00 202 285 30.00 585.00 0 0.00 100 111 8.550 0.000 9.100 66.52 57.41 0.01 285 185 30.00 50.00 3 2.32 120 17 1.481 0.051 0.000 57.41 54.73 2.68 185 8 30.00 28.00 2 1. 66 120 17 1.481 0.051 0.000 54.73 59.21 -4.48 8 9 30.00 8.75 22 2.66 120 18 1.265 0.111 2.925 59.21 55.02 1.26 9 10 30.00 2.00 2 1.33 120 18 1.265 0.111 0.000 55.02 48.65 6.37 10 11 30.00 2.50 3 1.99 120 18 1.265 0.111 0.000 48.65 48.16 0.50 11 12 30.00 10.00 0 0.00 120 18 1.265 0.111 0.000 48.16 47.05 1.11 12 13 30.00 11.50 2 1.33 120 18 1.265 0.111 0.000 47.05 45.63 1.42 13 14 30.00 7.50 0 0.00 120 18 1.265 0.111 0.000 45.63 44.80 0.83 14 15 30.00 3.60 222 3.99 120 18 1.265 0.111 0.000 44.80 43.97 0.84 15 16 30.00 3.00 32 3.32 120 18 1.265 0.111 0.000 43.97 43.27 0.70 16 17 30.00 8.75 0 0.00 120 18 1.265 0.111 3.792 43.27 38.51 0.97 17 18 30.00 4.50 2 1.33 120 18 1.265 0.111 0.000 38.51 37.86 0. 64 18 19 30.00 2.00 22 2.66 120 18 1.265 0.111 0.108 37.86 37.24 0.51 19 20 30.00 8.25 0 0.00 120 18 1.265 0.111 3.575 37.24 32.75 0.91 20 21 30.00 1.00 3 1.99 120 18 1.265 0.111 0.000 32.75 32.42 0.33 20 22 0.00 3.25 3 1.33 120 18 1.025 0.000 0.000 32.75 32.75 0.00 21 23 30.00 3.75 3 1.33 120 18 1.025 0.308 0.000 32.42 30.86 1.56 A MAX. VELOCITY OF 11.66 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. { WATER SUPPLY/DEMAND GRAPH Lot#85A,Forest View Estates,North Andover,Massachusetts . 150.00 . '._ �: + ._ ; , w, • I�« «« ...•_.. ._ w ! 140.00 130.00 y I µ 5 ! r 120.00 r i 7 Y v_. _._, �.. •.,•.,w P 110.00 _,. i_ _._... 100 00 �_ « 4 « __ E 90.00 _.__..... I _...r .r v S 80.00 _ ' !.« u j ,, �,•« w «.«_�_ „ •_,_.« .«._«,. �.,. :.««....„ , 70.00 soon .!.,...... .._...i_ _ �Y _ W_.�W R 50.00 E 40.00 -`N -4—r—I __30.00 : 20.00 : �- 10.00 - .,.,.._ _ 0.00 ..�.�.�..,_� 0 500 1000 1500 2000 Supply: 78.00 psi @ 1540.00 gpm Demand: 74.25 psi .j�280.00 gpm7 FLOW C ?. � Y 7 A q i++ {{rr 6 «...S.L4e,b...4..:C.'.t.fi....su.::..Jti+.......,.ss6i..[:i; ..,wS„........dL...6,Y:%..:::.....5.> ,iSc..ti<«i..srcfi.3int:iYt�F..... d.l-.S ..�.YL..4ei.fit.fi...td '-................. ..:.4..,. fislA.li1 "j,. h.s1<tl MAY-08-2001 06 :05 PM MARCHIONDA&ASSOCIATIES 781 438 9654 P. 01 1045 SKI A 77 0 LOT--85A - - ft ,035 SF '1620 16 7, 0 18' 25' 5 5 C 15 4. 2 CA 1 X5 I 0 PALOMI�o 7+00 \DRIVE f L PULTE HOME CORPORAT17 SERVES THE MAKE AELD CH-A-079-fG THIS 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 8E MADE WITHOUT CONSULTATION WITH ME BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 85A FOREST VIEW ESTATES MARCHIONDA & ASSOC-L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR e2 mONTVALE AVE, SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02150 257 TURNPIKE ROAD — SUITE 200 SCALE: V-20, (617) 438-6121 DATE: 5/7/01 L SOUTHBOROUGH, MASSACHUSETTS 01772 1 1 NORTH own of �I E D dover 0 No. y 17 COCH,C dover, Mass., y ADRATED o' ,�5 S H E BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... {,I,. V..... .Q.r1!� .......Ole. .........�`... ..�................. r Foundation has permission to erect.............. ....................... buildings on lot.85A4. .7...R&I.Q.ravo.... 41%* Rough to be occupied as.I Pt.001N. �...O'•5....Ulm a1� Ac if SIN � t +lK i s Chimney provided that the person accepting this permit shall m 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. 10 Ja C / 131 11 &#),, 1 &#)• PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION T TS ELECTRICAL INSPECTOR C Rough . ... .................. ........................................... Service UILDING INSPECTOR Final Occupancy Permit Required to Occupy Building IGAS 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 r Street No. SEE REVERSE SIDE smoke Det. ORTH Town o h Andover 0 No0. . q '7 ►- �o - - _ o , , ndover, Mass. LAKE COC HICHE WICK �� A0RATED P?V, , ACHUS I T FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .... V ..... Q. M$.......Q,.1`........ 0 .. .............................................. has permission to excavate and pour foundation at ...J.... .... . ......... .,,....PP. for the purpose of.hk"MJ. a•5..B� .% The person accepting this permit must return to,tee office of the Building Inspector a ceT ified plot plan show of building thereon before Foundation will be inspected. p� C 4 's 9)0 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. e .....A-A........................_................................................. BUILDING INSPECTOR SPECIFICATIONS PRODUCT ACTION REQUEST e P .A.R. CODES DRAWINGS INDEX E0 ACTION REQUESTED: RESPONSE: GDESIGN CODES 1.00 SPBCIFICATIONS, SCHEDULES, &INDEX EIFRAI (/] 1. Wink performed shall campy with the fallowing: PAR 199075 F�1 A llwx general nater on]-othmriise nuh l an plans or productDATE 2-11-99 ADD PARTIAL PLANS FOR OIL HEAT(AUDITIONS PARTIAL PLANS FOR OIL TEAT COWITIONS ARE ADDED. BASED ON C.A.8.0. BASIC BUILDING CODE 2.00 FOUNDATION PLAN INGROUND E specihcatians. 1995 EDffION .Q Z • B. NI applicable local and shale codes,ordinance and regi;abons. EFFECTED SHEETS 2.01,4.00,4.01 BASED ON B.O.CA. BASIC BUILDING CODE 1996 EDITION 2.01 FINISHED BASEMENT PLAN' , • C. In meas whore the drawings do not address mehaddogy, the .Vt.shall be bound to perform in chief compliance with BASED ON MASSACHUSS�S STATE BUILDING CODE 780 CMR 6th EDITION 3.00 FOUNDATION DETAILS manulocwrer's specifications and/m recommendations. PAR s 00054 4.00 FIRST FLOOR PLAN -�11 a, O2. The general notes and typical details appy throughout the DATE: 03/23/00 I.PROVIDE DOTH LPI 20&26A SERIES JOIST LAYOUTS. I. CHECKED FOR TRAP PROBLEMS--NOTED DWO5.TO BE FOR DOTH 20&26A SERIES. - 4.01 SECOND FLOOR PLAN rr z Ob unless dhsnis:noted or shown. 3. Discrepancies: The conhador shat cora re and coordnote EFFECTED SHEETS B.00,B.00A,B.OI,B.OIA atl drawings;pvhen is the opinion of the emam°wr.u discrepancy 5.00 ELEVATION #1 F Ase stall hpmmply report A to the AfcN t for proper adjusUad L(J t' w f7J Z' before Dogging with be coon S BUILDING CODE ANALYSIS 5.01 ELEVATION #2 ex W o 4. Orriweime: Hardie a e„1 cedar feature of the aoneb dlan W'� 5.02 ELEVATION #3 a H are not fully shown the drawings,Theo construction shall be of 1 ( GROUPr R4 Bre same character as for sinikr conditions trial are show m noted. Z �/ CONSTRUCTION aAft UNPROTECTED 6.00 REAR AND SIDE ELEVATIONS In or work i to be and prued in a professional manner and HEIGHT&AREA LIMITATION' 2 STORY MAXIMUM HGT 35 FEET 7.00 BUILDING SECTIONS ii accordalae with standard practice and consistent with manWacturer's and suppliers recommended installation procedures. /� / M, 1 EMERGENCY ESCAPE, EGRESS OR RESCUE WINDOWS FROM 5LEEPIN6 ROOMS 7,10 EITCHEN AND BATH ELEVATIONS 6. Din ions'hail be read u calculated and never scaled. OAK yK J��`,t �� SIW.L HAVE A MINIMUM OF 5150.FT. Al cme.,ia s are to the rough unms5 acted awerwloe. All dmwkgx 8.00 FIRST FLOOR FRAMLNG PLANS are at I'=4'-T(1/4'=I'-01 unless noted otherwise. GARAGE/NNW CEH.ING/WALL A55MY:1/2c GYPSUM BOARD OR 5/8"GYPSUM BOARD IF REQUIRED-WALL &CEILIN6 W/20 MIN.6ARAGE/HOUEE DOOR. 8.01 SECOND FLOOR FRAMING PLAN CIyNfRITFLTOUHAAIIWTS INTERIOR STAIR PROTECTION' I I)LAYER Of/2"GYPSUM BOARD TO ALL SURFACES IN ACCESSIBLE AREAS ROOF WALL I The concrete properties shall be as folows:. ' "- ��'�,��.,�.. !.�AL i J M5WN LOAO5j; LIVE LOAD FLOORS 40 P5F 10-00 /1['ICA W,SECTIONS We.Comp alren Ih 11" .aggregate wV Al / LIVE LOAD ROOF 35 P5F(MIN.TOP CORP) Sem N 28 dos(P91 see DEAD LOAD:FLOOR AREA 12 P5F 11.00 STANDARD INTERIOR EXTERIOR DETAILS Faoh'rlgs 3000 i/2-1 4• • DEAD LOAD ROOF I7 P&(TRUSSES) L L.O1 STANDARD DETAILS INTERIOR/ slob an 3Oa(lgT) 1/2-, 4'(+/-I/z) 11.02 STANDARD DETAILS grade 35 IXIkMAOE - DECKS=40 PS` Wdh; 3D00 1/2-1 4'(+/-1/21 WIND LOAD=18 P5F 2. Conuele work shall conform to all requirunents d ACT-318-89 STAIR LOAD5.40 P5F and ACI 301-72,specificarans for structural concrete for buildings. SLOW LOAD.35 P5F 11.03 STANDARD DETAILS 3. NI reinforcement,andnnholL%pipe sleeves and other inserts ehall be positively secured in place before-role is placed. 12.00 STANDARD FIREPLACE DETAILS 4. Provide 95%backfill compaction at 6'layers at of slabs 13.00 BASEMENT & Lst FLUOR MECHANICAL PLAN and fool Baca r ti be of approved mateial. ATTIC VENTILATIOWr 1648 S.F./300=549 SF.REQUIRED 5. Reference foundation rates for rein/orcurHnt requirements. 6. Tool edge of conbd joids and at slab to wag joints RIDGE VENT=46 LF X.085 FREE AREA/LF=3.91 5F. 13.01 SECOND FLOOR MECHANICAL PIAN 7. NI eduior slab-on-grade concrete shall contain not less than 5% 5OFFIT VENT=108 L.F.X.045 FREE AREA/LF=486 SF. 14.00 BASEMENT & FIRST FLOOR ELECTRICAL PLAN or mare than 7%air an rammWd TOTAL;8.17 FaB 14.01 SECOND FLOOR ELECTRICAL PLAN O 15.00 OPT. SIDE SUNROOM '- i. Footing depths ere snows on Trio s12Dare ode's othervise MINIMUM R•VALUES OF OPENINfi5s GLAZ NGS Air R vele=2.05 noted,footings shell hear i minimum d tY into mignal Aloailum R Vele=1.30 undisturbed sal sed a mmmwn of 24`below Dmsai grade 15.01 OPT. FLORIDA ROOM � 36'-Rhode Co.d.4 IID.k Horsham ererrequ d, City fo Frederick in BOORS' 560 R Vetere,14.91 42'-Rhode Ixknd;48'-Nass.). Where required,step footings to ratio of SOD R Vnks:159 16,00 OPT. 3-CAR SiDE LOAD GARAGE PIAN &ELEVATIONS 2 hmizontol to 1 vediml. BASEMENT SKYLIGHTS: R Veke=3.57 2. Where comk0ore derelop requiring changes in excavotims, - such chonges enol[be made as directed by the Ged.1vNca1 Engineer, 3. Sol invesl'gdion and report MI earth work.compaction VOLUME CALg1LATI0N5w 11352 c.f.BASEMENT SLAB AREA X WALL H7. �•� and sup-m-ahaI be done per recommendations of sod 12T71 c.f.FIRST FLOOR FIRST FLOOR ATEA X WALL ITT. p®K imestigalion report. Concrete slab and foo0n9 calculations ore based 13504 c.f.5ECOND FLOOR SECOND FLR AREA X WALL HT v 2 STORY SPACE X 91 on a 2000 pet value If the site test borings indicate lesser va'ues, 3900 c.f.OARAOE GARAGE X 10' F ra rally Architect so that cry sW6onal modiRcatims can be mode. 4116 cS ROOF ROOF O CARPE TOTAL 45643 c.f. t Lumber Grade 1. A joists,rollers,and headers shall be,unkas otherwise noted,Hem-Fr I2 with the fallowing nGninum allowable sloes., and modulus of elasticity: F--t • A Et,-fib.stress: Fb=050 P9(Repot.member) 0-4 B. Horizontal shear. F-70 PSI E- G Comprgsion perpeMicular to grain k=405 PSI ABBREVIATIONS D. Nodulus of elasticity: E=1,700,000 P51 AB. ANCrKR BOLT 00. OA:M REF. REFER TO flffERENCE 2. Hem-fir nay be sobstioed su6sli[uted species shall mttl AF.F, ABOVE FIN15H FLOOR GALV. GALVANIZED REIW. REIHfORCINGPEIWORCEO l� ar ezceed requirements noted ahovw. SPF shop grade" ' per ies(2 e 4 m 2 x 6) AFT. ABOVE Fig TREADLE 6EN � CONTRACTOR RUL �b R OUSWED Rb =676 Dai ALUM. ALUMINUM or GYPSUM RN6 RAW FN=70 psi MICH ANCHOR 61. GLUE LAM R0. ROUGH OPENING Ri=425 pei 4 AI6lE R. R15ER o Fc=675 ps ARCH ARLHITELTURAL HpPR. HARDWARE RAV RD" E - 1,200,000 0 Aw�' HA 56. SAWCDT 9 WOOD ENGINEERED FRAMED SYSTEMS W. BOARD HORZ. SCIEM. SCHEMATIC `1 IKKtIZONTAL.HORIZONTALLY Truss diagoms show design Talent ally. Truss mandachre:l0 6 OG. BBLILAROIfJG HR Ha1R 51LF SHELF a q♦7"� N verify atl spans,din ions,pitches,etc.and submit shop BTM BOTTOM IOR HEADER HOSE 018 5b. SIMILAR drawings 1113 - � Nur •�, dgs priorto fabrication. BLK5. BLOCKING 58. STAINLESS STEEL yyy�yyyyyswwsii Floor Trusses BRC. .BEARING ID. INSIDE DWYETER 5TL 57EEL 2 •f�°< I. Floor true-pR-engineered truss. Fluor Inns BIII BRICK NOR. W 6ROLVN STRULT. 5TRUGTLRAL manufacturer to supply shop drawings and enation drawings.Sinop drawings Snarl BASEMENT IN5UL. INSULATION SOY. &J5reN5IOW �g <� oust be sealed by a professional engineer registered in the INT. WiERIOR 567 9-I0INO OL55 DOCK r�z�jj mi LJ: CONTROL JOINT IS. D15PE CORNER 50. SQUARE ga�� gorurungjur'sdiction. 4. CENTERLINE ' �Sz 2. Floor Trusses shall be designed to limit deflection to L/480 CM.u. CONO?eTE nASQPRY UNIT JT. AIM TB TOWEL BM for In load and fm a dead bad of 40 PSF+12 PSF. Room cerkistig COL. COLUMNTeo TONGUE AAD GROVE of different lengths the deflection of the ehoresl span shag gmm. CO2. Ca:C1ETE (SI KIPS PER SQUARE INCH TOB TOP OF GRADE SLAB a� the eAortesl span shall q-, CONT. COHVITIa: TFW TLP OF FOVIVAT"N WALL I Joist 60147. CONTINUOUS LT WT. LI6HIREI6HT TYP TYPICAL m �o,se `°5K7 La5TRRZIONS= `T LST REVISION TRACKING I. I-pA Pm�riginared joists.1-joist manufaclwu to guppy LTSX. LaIN7ER5JtJK _VR. LOUVER TR TOWEL ROO a � n n < e igmeerinq cdculatiore sealed by o professional ongineer registered C.O. CAPD OPEN14 L.T. LAUNDRY TUB TRPL TRIPLE �< in the gweming juris5c0on Connections aha details shall be as shown L.T�T (9VAMkYTIIE M45. MASONRY UN.O. UNLESS NOTED OTHERWISE NQ DATE NOTES �. PQ1ELs� soyi 2.1. plat¢ 0.6. CEILING MAT. MATERIA. - a q 2. Floor -joist snarl be desigrnd to limit deflection to L/480 eM. CROWYI MOLTD -VERT, VERTICAL 00054 03/23/00 LPI FRI1G -asrH for 9.w load and fm o dead lead of 40 PST+12 P:F. Rmrne cmgialirg C.R. CHAIR RAIL wo MWIA VIf. VERIFY INFIELD MDO MEOIUAf OEN5ITY OVEREAT of different lengths the deflection of the honest'pea ShaO govern. MECH kECNANILAL W WA5HER the shad®t Von shall g- d DRYER MIN. MINIMUM W/ WITH c Raof Trussesioeered I-. Roof IN's to PEN Y M.O. MASONRY DFENIN5 �. WOOD 1. Rad TN53CS Pm-En mvnufoctwer ser DOUBLE MIL. METAL WWF. WELOEO WIRE FABRIC 9 pPIY WL'Pik DIAMETER WO OR W/0 WALKOUT r shop drawings and erabon drawings sealed by a pnei-inial eag:nem registered OR ORECION WNSW WIWOIV n fine girg juredeDon Connections and details shall be e orn shOR DOMJ HEC. W7 IN CONTRACT on plate. OR. DOOR NTS) NOT TO SCALE DW DISH WA5.-ER OL. ON CENTERDWG PRAWN,* OPER. OPERATOR °l 05 D0uN5POU ORY, OPENING 0 OTL DETAIL OPT. OPTIONAL i EA EACH OSB. ORIENTED STRAAV BOW DRAWN BY: EJ. El{PAN51014 JOINT �' OUNCE 151.155. ELECTRICAL I/R OPE ROD -. °l I/5 ONE SHELF DALE:ELEV. ELEVATION REV 1!o DA1E EGUAL EaIR EOJIPIEUT P617. PARTICLE BOARD E%PNSION Hl PF T 50UAREFOOWC5 50UAREY'Mr&E5 o3n3/eo EXT. TE exTERIOR TWE. PAWL F-5TFLOLi4 /4/9 F/RSTFLOQ4 /4/9 EE. EACH END PND. R.YWOOJ Ff. PEFABRICATEO .SFCOkOfLA9? /546 GGit4JFLGGI4 /546 FIC FLOOR COVERWG CWF FR PAR AA5641E44T JOB NUMBER PD. Fl.Qa3 WtAIN PRa. PROJEC I FROJEcreD GARAGE 390 O 7 F/N&W, 512 O 3 m - PON FO UPATION P51 POUND$PER 51 IN w' ELK FLOOR P5F ravens PER sari. ROOM 559 • s r FR. FIRERAEi aCEP'r' FYEsw�SE TREATED TOTAL 4619 5A/DY /59 Al2O31B w EPAFRAME QUAD. QUADRUPLE BATH 37 FT. FOOT/FEET FL OR/OA ROOM P40 9IEET NUMBER FTG FQOTWG GARAGE 390 t' TOTAL 4349 1.00 ,+ SP-CABO.DWG my 05/05/9 6/30/94 ABBTEY © COPYRIGHT 1999 Pulte Home Corporation OF ,y r O -4 COWIN0005 RIDGE VENT FALSE VENT 24'EACH END W(� E-a r Hr I =6051TION SHINGLES I I.DD I < 4 I I REF PRODUCT°PEGS I 12 OPT BOXED-OUT RAKE OMP051TION 51110 ES I p-- L REF PRODUCT SPECS I i 10D 1 - 6'TRIM93.1 8 I i 8 I 8 M 00 LOD 1.00 4"TRA I zo - �z 6'CORNER B0.W) W 4"RETURN x E4 HX _ 6'CORNER 87.'N/ SIDING SDM'6 REF PRODUCT S EC5 �� 4"RETURN w REF PRODUCT SPECS �I I I 5'.OING c a M RFX PRo01Kr 5PE65 FYPON 660E9 I/X EO PANEL SWTTER5 22X32 W/ROUND TOP 4"SILL CRICKET 3"51LL FYPCN CAPITAL IB50 ' LOD ---- FYPON'650 46 BRICK JACKARCN WOW.WR. F11'ON'550 W/KE757ONE CAPITAL TO MATGi M)D F�18A 14 X 66 PANEL SHUTTERS L r© DOWA5PWT d`MASH BLOCK OPT.FIXTURE IIpPI.IITE " '1 5101Y5 I RF.F.PRIL SPECS. ' s _ REF.PRODUCT SPECS FYPON PN.A51Eft h52-8 F17 FF F II 6R CORNER W.WI _ ET OPT.FI%TURF BRICK II - 4°RETURNuh REF,PRODUCT SPECS I I I 0 WUSPOU d SPLA54 BL �yy 6"CORNER BD REF.PROD.SPECS. ILy DOWRErNSPOUT 6 SPLASH BLOCK F 7 FF F 1 d 4'RETURN DOWNSPOU SPECS. IB" SILL hal FF PART. ELEVATION @ OPT. FRONT LOAD GARAGE FRONT ELEVATION eI (5101NO) SCALE:I/4'-I"0' SCALE 110!V-0" CLO.WIN REF.PRODUCT NOT ALL WINDOW PROJELTION5 SPECS. ARE FROM FACE OF FRAME WALL. - b p , ALL ENTRY DOOR JAM55 = 51ALL NAVE EXTENDED = `•/ JAM%W/BRICK VENEER EXTEND LASING TO TLP BEDROOM '4 FO ER BEDROOM "2 PROVIDE MTL FLASHING OF CAPITAL ABOVE ALL,WNVOw5, L DOORS d CAPITALS. 1212 X 10 W/112°PLYWO. (2)2 x to w/1/2"PLYWD. C— (21JrI2)54EE, (211314X91/2 LVL WI 21J°RISA EE. c REF=TYPICAL WALL SECTION _ I2)2%4 B E.E.__ W.10.00 FOR ADDITIONAL _______ , 12)2 X D W/ - IWORMATIOM AND BEADED MULLION 2852 D lWOI a 2852 D TW14 0 ^ FOUNDATION NOTES ® ° E 30505 TWIN (2)J*(2)5l EE. or BriICK 30505 TWIN W OF F I X 12 LAP wl 4°OPT.B ILK - - - 4' OPT BRICK - - REF:FLOOR PLAN5 CROWN MOJIA 3b'X TO AFI%RtD TOP m77 AND SH}.11,01 FOR 12'rLADOER REF:F-11.01 W/(2)18 2 FIx WALL 6'-TNI' 5'-0' 1-0 5'0' 54' INTERIOR TRIM "-- INFORNATIOk34-312 P7-B 22-0 li- DOOR LASIIIG ©© 12-71(1 10'-Or 12-0 a LHAIR RAIL PARTIAL 5EGON0 FLOOR PLAN LME- I ID I R r5PE65 I _- _ INT.TRIM ELEV 1I LIBRARY LIVING /°BRICK SJRRWIJD I2j't K 10 W/ FOYER {4)2 X low/ W/ROUND TOP 4"ORILK SURROUND W/ SLATE:1/40=I�-Q" N J-12)58- EE.-- - ___ J'_- RODU7TOPW/KEYSTONE (I {2)54 EE. PYPON 660EB ■I - �- i 0 3/0 W/IAN d r-- <��2u%32 — _ -4'ROM.OLK SILL 28670H 1W4J_ (2)12 ITE5 I Y9a2 7H IwN4 mrz N r m 41BRICK VENEER -- -- ___-- GARAGE 30605H WIN 3060541WIN `i_INE01 C3 W/KE�YS�TONE� —_ --- m --- - - -_----- I1 j2) EEL. �� OT L J DPT fM CK a� � � � REF — _ I - ------ FTPON CAPITAL°850 - (I 2 2 X 10 W/ 2%10 8 31 X4 TOP d 5 c 4C BRCK JALKMLH --� (21 J'(715@E.F (210%2)WI 1 FOR FUI,Lr___R m — OO Gi,4EDdN D' AILSYz'rAi I]I] e 4 OL. 84"141"ST n FYPON PILASTER h5f8 54'0' 2952 ON 48'-10 2552 DN 39'-2" 34'-0' 2}'-g° 22LO° PRECAST$700 12'-d' 6''4" 0'-0' c _ I]IJ 305091 3050 5H�(` 4' LJ Eq ICK VENEER +� OPT.BRICK ---- -- --- — REF PROD SPECS __ --- 5'.I 3rd° 5' IT'-0' Id-0' 12 20"d 34r0' S FRONT ELEVATION 'I OR I(K) PARTIAL FIRST FLOOR PLAN SCALE I/O-=Ir-0" 4"BRICK LEOIX W/ CRAYM BY: c I I I L——————_ OPT.BR KA:VEAEER— ———JI I ,Imo- aj _______________, I �r_---___ kF o OA1E:IM13fl9 rI — a � klzs: i ry � ��e ---- --------� I I I——__——_—___———J LINE OF PRELA5T STOOP-�I AS RFA 0 BY"APPROVED 512 O 3 . L---- 6EOTELHNLA REPCRT D1203ELI 4'OPT.BRICK - rL If 0' � SHEET NUMBER - 346 0 5.00 ` PARTIAL FOUNDATION PLAN = 5CALE 1/4"=1'-0" © COPYRIGHT 1999 PUIRO Home Corporation OF r , �-. w EE 25i.0u Qa 10.0 �~ L 2852 DH 2052 OH 6/0 SGD R>. 2x6 16'O.C.5TUO WALL 30505N 30505H OPT.6/0 TRIUM r — — — — — —I — 1.4 FTT IzIJ @)spEE 21a°BiBeEf I2)GeF $ IE — — t _ I Z O OPT.STUD f REG R OM 24 PERI"`TER IN51L"TION STOR/MEGH RM # WL o EXTEND IO'O'ALONG SIDES aF � PART.FOUNDATION PLAN 0 OPT.WALKOUT OND. a" a r � M.FLORIDA ROOM LOCATIN3,, ____-------------------------- ----------- _-__-____----, EULKHEAO 6r6 DECK POSTS 16"0X 48'PEEP -____ ____. CONC.FTC, I NOTE: � z m REF.MA 15.00 FOR PT.REAR NAL I ~ O I L INFORMATION FOR OPT.REAR _ OPTIONAL PRECAST ^•; I IO.O FLORIDA ROOM _ Y CONC.BULKHEAD t J I � � o -- S -- -- —e X0112 0 11�1T,EL _-- r 7". W/2-°4 TOP 6 OT ITIP) i10Id'POURED CON4 2'-1° IC JIO.WF D.WALL ON '2/8 OR W/OPT. 0"4I6'W'%NIO°L0MC.FOOTINGREF.A 3.00 TO-A,30°><15'B9MT WOW SET 12 W;°TOP 0= UNFIN15HED - O FON WALL.OMR ALL 5TORAGE FOR WALL.OMIT ALW/TOP OLF o. i C • _ - I e W/0(AND.(TYP.) t W/O COND.ITYP.I = _ - Y 12'-13n OF COL.5'-0, f OF COL. 15'-31n 0° 18'-4" 1d'1 - - PART.FOUNDATION PLAN 16'-2' INSIDE OF 12' 314"TOL LINE 0' 0" -3° 2''6" --AM1I; Io 0 W/OPT.FAM.RM.MA5.F.P. w FOU ATION WALL OF Uh9/. I ��AViJS P 2 UNR LOND. PA T PUMP I - 3"0X11 L.ADJ. =--------- PM.TO VERIFY SCALE I/4°=I'-0" STN.CIX..ON 36"%3,O LOCATION LONL FTG W/'4 P 12 OLE.W FD 3/2'Y%II GA.ADJ. SLEEV F---� STC.COL.ON 36'X36'xiT" BEAM POCKET ---- Is REO'D I ✓ .REF FDN PLAN BEAM POCKET LONG FTG W/V P 12°O.Lf.W. REF.K-3.004LV -" AHU2j WH — - REF.K-3.00 1——I (ID1- (- 121 ——— — — —— - F.FWNDATION PLN1 2.2x12 ——-�—— J7.2%12 3/4°X9I/2"NVN 213/4°X9 71 120 L11( .� o BEaM I IU 124K J �4A� L.3 J I — —1-b' o 0X11 GA.ADJ. 1 3 I/2'bXII GA AO' G .SLAB H $ g FIRM LAN �TL.COL.ON 24'x24°%I2" OPT.64 STL COL.ON 36'X36'h(12" I 3.00 I m N FTG wl'4 a 12"oLe.WA 3.00 I O.O OPT.PLUMBING LONL FTG WI'4 P 12"O.Cf. T4"x4 12°CONC FTG Wl T O.W. `.� EACH WAY i'-7" _ SFEE 0, 0 0°I IB'-4° Ol 0° 0° = C 5 F W OP g 3 24°124X12" - 6 SLOPE GE ° g CI11L'.FTG. I 13.00 -0 3.00 GARA 3.00 � a" i t r-t° 2'9 I To.APRON I �+ UNEXGAVATEO RAKE%'ALL I GARAGE I S CONTROLNEP FILL '^^ OPT.'OPENRAILING I I UNEXCAVATED CONTRou-w FILL I CONCRETE W/� G F FIBER MESN ~� _ � 3.00 �+ a CONCRETE W'l^J H FIBER ME5H - <51i ------� I R _� I I I ��so�W�� c I 3.00 I BLOCK ON WALL I d `------ x'03,. I Elx(T FALSEI.AB TO ` ---- ------M 1 1 1 I _o 3.00 10.0 ------� 3.00 m PROVIDE GRAIN TILE AROU°ID 0 TA.W. T.O.W. PERIMETER OF FOUN7ATION �Y TA.A°RON R F o u 3— 3.00 3.00 3m AS REO 0 BT APPROVED .00 4° GEH OTECNICAL fl EPORT. 4" W/OPI. T.BRICK 34'-O' 20'-0' W/OPT.BRICK 2pi.pn DATE:W198 544" REV No. DATE OPT.FOUNDATION PLAN B OPT.FRONTLOAD GARAGE SCALE•I/4".I'd: PARTIAL FOUNDATION PLAN B OPT.5UNROOM OB NDMBER • FOUNDATION PLAN - REVERSE CONDITION - 51203 SCALE 4/4"m V-0 $ 81203FONR SHEET NUMBER 2.00a © COPYRIGHT 1999 Pulte Home Corporation OF ,1 OPT.BO%OJT WINDOW 11n O.I REF.P-1100 _ q 11.11, gl O0 X�t NOOK ALL CASED OPENING5 54ALL HAVE F'R SAME CA51NG IE16RB A5 OPENINGS W/DOORS O /A\ DO 2/0 _ _ ALL WALL55HALL BE 7%4 UNLESS NOTED OTIERw'15-F ALL 191 FLR WINDOW IDRS[94 Af.F.UN.O. 5 7.10 SET ALL 554T.WINDOW51tlR5 t B2 518"AFS.UNP. 6 r o == REFEREWle CORNICE DETAILS FOR ZW F.R.WINDOW Q /'� Y/B HEADER HEIGHTS I z OlT. 1 $ UP THIN SET ALL CERAMIC TILE OVER 5/0°UNVfRLAYMENT - MICRO p����R / 3R ALL WINOM SHALL 0E TRIAW50 PER 5PE6IF.LEVEL F�y-I a V1 7 nv ^ SET ALL TUBS ON 90FELT a �y CLcc - PROVIDE MINUMUM OF RETURNS t ALL OPFNIN65 3 rC Z'J 7. ALL ANGLED WALLS B 45 DEGREES U.N.O. I 110 KITCHEN CONDIITONS 5HALL HAVENTRANCE DOORS& EEEXTENDS W1 IJAMB5.[BRICK w m Z 1 I D ALL BRICK 511RiOJN05 SHALL PROJECT I' E- a Q /t II REF WALIOVEN 2''4" 4'-6" 3''4" � ETJj' O LIORARY GE 1W E8 a OPT.GOURMET KITCHftL 51NGLE FHA GOND. SCALE 1/411,0-0" 5CALE J/4"=0-0 541x1 __ I2'-la1 101-10° OPT,FLORIDA ROOM LOCATION 191-01" b ------------------------ 54-0 47512 401012 34-111/2 25-0 19'-81/2"x 13 21/4 93/4 d 0'-0" w I PO T.DECK 10 x 12' 1 OPT.42"MASONRY I REF H/11.02LL FPL 20'-611 I 121.01, 17 7_7_,,� REF'IRESHTACE 12.00 FOR O - 1 IID ft. I • ADDITIONAL.INFORMATION. til 305 F I I I I I I NOTE FOR It J J J J REf.SOT 1500 fOR ADDITIONAL h� 5 A55 lzpso 7,00 I 1 - -_-_-7 11FORMATION FLOR�DA ROOM _Ko 44N 2- 0 �`�I 11)86 TWIu CSMT - _ /qht t. y,\g+' .�0%OV7 WIND 7 5 !44N Airr,C5MT 10 SGD 510.11 100 1857 DH TWIN 28:2 OH TWIN ti (3)28 0r. 1fio REF.P-110 2-2x1 /2,H25 EE. 1 13)30 0 5N ---------- - OPT.6/0 ATRIUM DOOR 3050 5N TWIN 3050 5H TWIN .....'..o . ..;. I PVL OOOwYIR"SYI 1W 01 x f S I PI 2-1 3/4'I'il 9 1/2°LVL 2-1314"x 14"LVL 'W00.SIW.T9Bx%T(E)\W r X (C:}J+(7)5[EE. 1 W'/14)1'(4$eE.E. .3392f vLld FAMILY RM oadm p 32"AFF P455 iHRU CK-� _ � V W/I7"WALL LADDER " �J0 i W w (TI,(Q� - ABOVE REF.N-I1.01 �-1 �3 D IN INC m v`✓ K ITGHEN = NOOK 5rD 42"ORECT VENT FIREPLACE _---- - [~- OPT.PREFAB FIREPLACE 7� m 9� - - x"xT6'15AND REFsxrre.a6 _ OPT.MA50NRYFIREPLACE FAMILY RM - SCALE H/+°. 77 = Ilia in 1 7 D II"1" 7'-9" 7Lqu II 7'-4" 1 mss\ - _ rg _ REF 2/0 7868 CD. FLUE _$,; - (� p is FLUE OLREF.IYII �WEVALL 13/4"%14"LVL Y! 4 2x4 Of BE WALL 070 C.O.BE INC BEARING WALL=====1(, 12%10 7B (2)2%4 t E. _ _ I p YEARN WALL OPT. 21.00 .I 11.Ou 14 7/8 1 LUG. F 4,W) .10 L 2/4 PW NR00 - 070 G0. A 8 0� 6M1N. UP 6°SLOPE 2/6 g4 y2 D - 33 O MIN. up REF.5K 00 _ hlahh IPNL _ 311 WeA �z5im LIVINQ _ w 4 FN'_5 GARAGE 611�jt�l 0 2'4' 4'6" 3'4'' PROVIDE I LAYER 5TP.BD.ON ALL WALLS. _ GARAGE = Q 23PROVIDE I LAYER GYP BD.Ob CEILING c'i '^n i,i W/I LAYER 7/16"05B W/R-30 PROVIDE I LAYER GYP.BD.ON ALL WALLS. �9 _ > 1y IN5l9..UNDER 2TD FLOOR FIN15ED NC7S. PR VIOEILAr'IER 6YP.�.ON CEEtJG ID5111E6 I , -X-Xd LIBRARY = _ Wr°LAYER 7 16'D58 W R-30 't . jJ -� -g - P _ W-SX.LWR 2ND FLOOR FIN15HE0 AREAS. two\�o 3,r y.1,1 gIF- 1 I FOYER T.710 PR 3.1 3/4'X IB"LVL Wl(6)2x4[EE. _ 0 1 I 10 LITE W/P CpT.ylVS-:-. 2 STORY ^ III (3)13/4"x IB"LVL I2'WALL LADDERS I - REF.H-11,01 --r-_-1 - -------- W/(6)2x4 t EE. o - REf.7}11.01 - - --I 22°x30"P'fTIL (---1------------TOPi.2T I PALL Pf1 _ L_J ACCESS PANEL - ---1--22'x30'ATTIC 9-LIIE DOOR _ _ 20 M8! m O __J ACCESS PANEL o L I PVL - 20 M9:. - - 2-2x10 W/ 2-zxl0 W/ - (217 x IO W/ 1212 x 10 WI REF. Ev5 e = - f2U"125are.W/ IYIN.Iz15E W/ PART.PLAN e = 15.66 4.996/e f I OP L6 4.3/8 LaceO£ OPT.SUNROOM 7.00 L T CON,STOOP 2852 OH 2852 DH STC.AN E 8 OP BRICK S .ANG.E[OPi BRIG 3050 SH 305054 I-o 0'n7'GARPGE DOOR 6'xP GARAGE DOOR OAIE DD/99 SCALE:114=I'-0 I a I.TCF.ELEVATIONS FOR PROJECTED FOYFR5 7.00 I,"7I O� ,- I'JZu - REV No. DALE M 0'-0° % 12'-I 22'-I I/2° 34.-6° 541,01, 2 81.In 11, 81.11, 6 STOOP COM1DITIONS. I7'10" 9'-0" 2.REF.TYPICAL WALL SECTION SHEET FOR f f F 1 FV 5'-2" g'81, 512e 701.0" GENERAL NOTES, 1111 REIF El fV 3.REF.FLOOR 6 ROOF FRAMING FOR 341-0" 2a,O" PROJECTED FRONTS. JOB KUI,IBFR PART.PLAN B OPT.FRONT LOAD GARAGE 512 O 3 t aI SCALE:1/4".ILO" Ct 203FP1ft FIRST FLOOR PLAN - REVER5E CONDITION = SHEET 7" R SCALE 40,I'D' 4.00a . r © COPYRIGHT 1999 Pulte Home Corporation or i O.•4 a C--' grALL CA5ED OKNING5 SHALL HAVE cn SAME LASING HE 151415 A5OPENIN65 W/DOORS ALL WALL5 SHALL BE 2 X 4 UNLESS NOTED OTHERWISE E� ALL It FiR.WIKOOW HORS P 94"AFF.U.NO. ,y SET ALL B5MT.WMDOW5 HORS!67 5/6'AFS.UNO. I x REFEREWf CORNICE OETAIL5 FOR 2nd FLR.WIW00 g_6In WAPER 1EIC44TS THIN SET ALL CBRAMIC TILE OVER 5/6"LXCER1_ATMENT ALL WIWOW5 SHALL BE TRIMMED PER 5PECIF.LEVEL ` TO CENTER OFT LENTEft OF SET ALL TU65 ON 90'FELT O 50.W".. DRE551NG WINDOW PROVIDE MINUMUM OF 4'RETURNS P ALL OPENIN65 _ w 2a42 N ALL ANGLED WALLS!45 DE6REE5 U.N.O. [7 Q 2640 SN ENTRANCE DOORS 6 WIWOW5 W/I X TRIM P BRICK E-I 2TB 1-2%10 LOWITION554LL HAVE EXTEND JAK85 . f u O o 46. ALL BRICK SURROJW5 SHALL PROJECT I" O FI-J �x O w 2/4 1.1 - ►�M CV Qi J GEKWOTEB MRM "1 ® g m 22"WATTIC77 O E551NG ACCESS PANEL 214 2 -- "10� I6'S P 5'-3"AFF. OPT.A1116 LADDER OPT. A51NE15 LA FY TE: WA 'ke TE L55H.V5 7 2HT IL ___. $ 1/6 _. _ . HALL e PARTIAL PLAN W/OPT. BATH 13 SCALE:1/4"=I'-0" HN � T,121" pile 6'-pe 10L6u 19'.g n /�^�d 101-9,1 14'-41/2" 20'-11/2" 23'-21/2" B �.Q� 2 46 DH WIN 2e (3}285 OH 2052 N riIN 20310 0H W91EM EO GLA55 (3}305 SH } 3050 SN riIN 7038 SH SE7 P x911 aFf. E- 5 (2)2 X 10 W'/1/2'PLY6D. 12 JT+zI2I5!E 46 x 2I J+11)5!EE. LONt.3-SPAN -2%10 b = n .� (2iJ+12150 E.E. R 'IIID+(3Iso E. 12'k36'TUB ON L 16'.42"DECK --------------------- ____...___-._, W u� T/4 AN I ------------ --------------------7 ------ c _ tt mea 2.gn 11.6u 'Ii,6n; pi-On +� a_ F a, OpRM "1 01 gm GG NOTE: 2/4 = 7.10 6 E551NG� ---- !FF�+Td-''�4// ►+'M LacATe L.nrd D LEFT W 5,°, 5,- . - 15TR 5U ITE _ 1 OF WASHER ON MR OPT.` �l c IIOIRED LL I`b 1 I J ® - L15124 aCl IJ,I _ M7.10 - U J" E r o K BEARING WALL5 `V 2/6 2 2.10 _ ti Z/4V o q --- - n ® 1212x10 116 n 1"1217•x10 BEARING WALL L z 2x FLUE - --------- --- ------------------------- = If T= ~ I m , 8 r, - 3.,uS HAL HALL M�TR SUITE " KNEEWALL R 3f Aff. 4 /-_____________ 2/4 OPT.OPEN RAIL RV.5-1.01 -AT 2 = a6s� 210 4 BEW60W L5 �I�- �25i C � �(2)1314"z 9 II2"LVL I2I2 X 4_!E.E. _ 5p � _ L _ IR/15 _ _ 7 m _ IR/IS --_______--- a - - —— (5I z4' - I�Q L 15124' 2/4 12'WALL LADDER 611x6"COL i r )2.10 5NLV5 I W.NII.01 REF.NII.01 $ W_� z ® (21 IO ARM WA 2/6 121 No 2I 7/6 2/4 BE AY WALLS (N o uta w�� I 5.7 3'-U' 3'-4e 31 4' 51TTING RM BDRM '4� ..._ �i OPT.36"DVFP. � 3 _ o 11I1� WITH SILVS wic I REf.5H.12.00 - � - 6DRM 13 13PRM '4 ...____.. _ --------- FOYER I t'' `-' OPEN TO BELOW a •• -------------- 51NGLE FHA GOND. SCALE=1/4"= c REF. LEV5 •b REF.E XV5 A o 7.00 Ts oA,E:IA3N9 US V xo. DATE 40'-101/ 31'_1" X 19'-6I/2° X O'-0' 9905 2-II-99 7 F� 12,101, 91-0" -101" F FF F F . �"3" 19'-9" JOB NU4WIEA a 7.00 b C1203FP2R 5E60N0 FLOOR PL N - REVER5E GONOITION MT NUMBER _ SCALE:1/4'=1'-0" 4.01a © COPYRIGHT 1999 Pulte Home Corporation DE— Y REP.PROD.SPECS FOR IZ 12 cq FLUSH OR 130XED OUT RAKE 0 7 V) FLUSH 50,0 fLIJ5H BOXED `4 ---------- ------------------------------ ------------------------------------- > -------------------------------------------------- -------------- ----------------------------------------- ---------------------------------------- C, rz E, FRIS*89 0 0P4 J) om TION5111,161.145 ZR S 0 SIDINGREP PRODUCT SPECREP PRODUCT SPECS CPT.MASONRY FIREPLACE OPT BRICK REP 3.12,00 w REF.PROO.PCC5rOR LLIJ W OR VI LM cmgs REP.PROD.SPECS FOR WO OR VINYL CORNER ma \L�11 4'60RKER P 0TRIM OPT PAM RM WINOM OPT BAYS REP.A-11.03 Ir OPT.5ERR IC°L70OR TO 6ARA6E 0 WIN00115 WIO�PT.. ON'LOAO COW ---------- REF FLR PLANS OPT BRICK 00106PO1T&SPLASH 8_X( OPT PECK OPT�Of.K REP,PROD.SPECS.- REP 4 I buLSAitu".* FF WI 111.02 ............. SRAX AT INOROUNO ----------- ------------ fl s a ------------ SLOPE TOP or POUND SWALL 8 WALK-OUT C4W. WALLSLOPE NO.nTOP OF F 3.00 R WALK-OUT CONI 6 OPT B I, -_ - .. GRADE AT WALKOUT CONO _Z, ----------- --------- ---------- -------- F= pq ------------------------ -I---------- T_--I-------- L-___-___-- ----------- ------ --- rOI AT WALKOUT COW i RIGHT 510E ELEVATION --- SCALE:Li4l:III LEFT 51PE ELEVATION _ 56AILe:114--I'll" we-1200 REP PROD.SPECS W000 A f H,.\VINYLTRI 1.0 OPT 6ArH h L F-T-7-11FT-711 0 ESE REF.PROP.SKC5FDR 17 F W OR VINYL CORNER :,w LLLJ POWN5POUT 8 SPLASH BLOCK 4 Rep PROD OPT.54Y '16 ILL 11 L.1 512140 REF PEONCT SPECS --- - ---------------- -------- ---------------- --------------- OPT.Of6K REP.li/llj�z _X REP. LR PLANS FOR LOCATION Of CPT.WINVOWS D1203ELS SHEET W9BER - -------------------------------------------------------------------- --- ----------------------------------------------------------------- ----- 6.00 REAR ELEVATION SCALE:1/4"=I'-D COPYRIGHT 1999 Pulte Home Cwporotim E- o w cq RI VENT2 17 12 12 RIO6E VENT H 1 1� 7 COLLAR 719 COLLAR TIE ROOF RAFTERS ROOF RAFTERS 2, . W.FRAMIN6 PLANS O REF.FRAM Mb PLANS R-36 W5LLATION ---___-_--_ --R-38 INSI/NiION �-______ C� W Q TRAY Qfi --___-_-_--_� 4v E / OFT.TRAT CLG 1•••� T.O.PLATE --- 44 T0.PLATE '� p" MLIN6 JOISTS p' C911.IWG JOISTS _._ _____________________ Qr [V Q'I 0" REP FRAMING FLAW 1 I REF FRAMING RPN _ _ _ _ po R-13 N& - 51TTING RM MA510BDRM 1 1 = 1 I - LA�(JdRY� . R-13 M5. ROOF RAFTERS FOYER m ------ REF FRAMING PLAN p m --- _____J 21D.FLOOR 2W,FLOOR 1.0.GAR PLATE R-2p TON FLOOR SYSTEM REF•FRAMJNG RAJ 7.0.PLATE o 13 FLO R SYSTEM REF:FRAMING FLA TO.PLATE k51AA12�J" b I6 ' 6'-II° 13 R-13 INS 87.9 10°E 12 II I v 10= I I KITCHEN om 6ARA6E FAMILY I I a� I I , ------- IST.FLOOR FB�x:'� ` IST.FLOOR 1 I n jell TjS�FLOOR_ 2-2%4 FRAgING IN FLAN br SLOPE _ - FLOOR 5YSTEM REF:FRPIA - =-- R SYSTEM REFS FRAMING PLN T.O.FON WALL ---- ------ APPROX.URAOE 11 TO PON VIAI 7'-` =rc APPROx.GR L ONO 9T.8 10°EA. ---APPROX.GRADE APPROX ADE S MENT 1 1 2 1 1 6 p Z ` BASEMENT1 1 I P —I R-13 INS. 10 i I 11 STOR. - - - I R-13 INS. - O 6 3 FTG. 14 i.0.LONL.FTG. e. c T FOR 5TU0 WALL FOR 5TUO WALL P q'ALKOUi CONDITION P WALKOUT CONI 1�1 0.0 �'T 0.0 0.0 n M� yWy �UIOING SECTION A-A —NBUILDING 5ECTION B-13 _ ee3 114 13 2 o ;Fab 10 3 HHO = 7 O __ a _ M 2 o Z. b 2 3 + 6 T ORA.N BY: 6 e � 9 _ DAZE:VOA9 II RV IJo.I DALE_ I ( IS — —— —— —— — — — JD8 MIMEEH - - 51203 SECTION E STAIRS b E1203SEC RM NUI 7.00 x C COPYRIGHT 1999 Pulte Home Corporation �— I212 X 10 W/ 1712x to w/ w/ LPI JOIST HOLE CHART 1 121J•2 SPE.E. I2IJ+12 5PEE. 12)J+-(2)SR(2)58 EE. - _ � �z z z � W � 2'-4' WND R..+10" 2'-4" 0151 PTI ¢¢ ¢a¢ HFi (� BI OL X z2 ,'�� Q°zzz 6, _ ] E' --1 }n d mP � 6z FIRST FLOOR FRAMING PLAN @ WALK - OUT =� a Icy d SCALE:I/4" I'-0° .. 10 0'-0°2 0 204' I' _rT r a N _ C Irk IHz �� uL+ II II II II II II II II II II ! Jam a II II II 1�2)'Z�10 II II II II a !�� D , II II II II II II II II II it NOTE:DO NOT SUPPORT W000 ^ N PART.FRAMIN6 PLAN START FRAMING I 12x81 5 ' IOL I II I II DECK FROM ANY i+ W/OPT.REAR BAY WINDOW Q DINING FROM HERE n A h CANT EVENED FLOOR 5T5TEM m m Ig N II II II II II II N II iu b iu _ 1/4';1'0" m II II II II II D II II 11 II - �� 1 I/B"05B RIM W. /0 055 RIM B0. II II II II 11 II II II II ALL ALL SIDES II II II 71 II 81%9 1/2°O LONE.LINTEL II II I B.Ob II II II II II I 8.00 b'-0' a m 2 n 12--'4 Top BUT,[TTP) �� _JL_IL_lL.JL JL A z'o" g WWW I - 6 4 8.00 II 7 8°°I° IST 11.02 - 2 800 ig w� N � - CNE ONE STEM Tri- g m 5 LOL N L FTG 24 B�" �� " ` �w'�o EAM� CKE R F.F RAN z LM g � r�aq= 112 I I D ADJ STL COL -4'� R F-F R 1T0 121 KE .0.00 O 3 i w g m N< PLAN LEFT R PL rc w r o w w u -2xl2 2-2x1 2-I 4°x Ile L L 2-I /°x I!2' VL i Q III 120 STAIR OPENING B 120 rSJ01,5T.L1'1HI 2-17/4'X 9 1 'LVL 8 .00 ogga3DBL ONEA11 Iln ____----- 5T5TEM N 2 - OPt.MASONRY FIREPLACE _ J ON-� 0i'8n SCALE:I/4'-0-0'AEMATERIAL LIST F—✓ I••��4 ' 2-2%0 m - - Tz� e 1 _ tip m-, I/6'056 RIM B0. ym Q ,4m: ALL SIDES iS in REF,5TD.FRMG RAN 8 OPT.5UNROOM RAN FOR J015T NOTES. I111 11 111 r I- g Fyy 8.00 8 G^¢ PART. 157.FL.FRAMING PART.FRAMINS RM W/OPT. � < W/OPT. 5UNROOM SIDE BAYS B LIVING AND DINING 3 $ � FIRST FLOOR FRAMING PLAN REVERSE CONDITION - ELEV ` I & 1'2 � =1'.Un VOL" ' �bgj S SCALE:I/4"=1'-0° 1 1 7 /811 LPI15T ZO 0R 2 6 A 0 1 9 .21' O.G. (U.N.0 3= �n l 11 11 11 11 1111411 lql )K 11/ 11 11 11 1 I/2' IP 8°HJ 151 'f°Ra g PW �� �Ir • �� NFL' OTE FL ORFRAMING NOT Qa-- o�z Na WOOD BEAM.SEE SHOI.N FOR CLARITY. - PLAN FOR 51ZE 2-112"1 LAG 5CREW5 1/4"STEEL k"BRACKET 5T EL COLUMN.SEE REF.FLOOR PLANS FOR OINENSIONS RAN FOR SIZE. SECTION 2wOQCBEAMGNSEELGONMN FIRST FLOOR FRAMING PLAN - ELEVATION #3 `R`��°161-oas sTLlsrca-lo 0 DRANK EY: i 56ALE Loll 1-1/E'USE RIM JOIST-FASTEN TO EACH 1-1/8'USE RIM JOIST ONLY 1-1/8 'OSB RIM JOIST.ONE 1-1/e'GSE REINFOREING EACH SIDE-FASTEN Tp JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB AIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2x4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FASTENS'G SL UAh'UOFN FLUOR JOIST US IS 1-lOtl NAIL PER FLANGE ON END WALL-IF TOTAL SQUASH BLOCK 2 4'o/c-IF EACH FLANGE W/IW NAILS B 6'e/c STAGGERED WITH 2-ROVS Ed AT 6'o/c INTO FILLER BLOC[ WITH 2-ROWS Bo AT 6'o/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLUOR DJ 1 T 4 PLY FLUSH LVL SEAM HEnI LOAD IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN 2 ON O PLY BEAM I6E-3 MVS B 12'a/c EACH DETAIL 8 FOR FASTENING SCHEOULCI FEV No. DATE 1-1/8'OSE BI-Ka PHLS. 3/4'OR 7/8'USE INTERIOR BEARING WALLS _ 3/4'OR J/8' 0 PLF N]TCi USE VER FILLERS C VEB SIDE STAGGERED NOTES USE 4E8 STIFFENERS 03/L3/OO LER ELK USE SUBFLpOR� BETWEEN EA.CANT.1-HIST SUBFLOOR STIFFENERS IF REQUIRED BY 4 PLY BERM OM1Y11/2'BOLTS+FEN➢ERVgSNERS BOTH SIDES-2 ROWS 8 24'./c IF REQUIRED BY THE HANGER G/4'OR 7/8'OSB 3/4'OR 7/8'USE THE HANGER MANUFACTURER 3/4' 7/0'USE / STAGGERS➢ MANUFACTURER SUHFLOBR SUBFLObR SUBFLGOR� OB NUM3R .. - '6. 16. I;S. 51203 16, 16, MAX, 'llkMAX. 7TDL 4 PLY C1203LPIR 4'MAX. VBEAM i NOTE rE CANT. SHEEP NUMBER STIFFENERS IF RIM HIST DEPTH SAME hi USE CONTINUOUS 8.00a ^.� NOTED ON LAYOUT AS FLUOR JOIST DEPTH 24 MIN FOR 1USE 21x0/8'SERIES 26 tx4'FILLER K 2.8 30 VHEREL HANG RS NOTE:USE 06L.SQUASH BLOCKS NOTE-USE SQUASH BLOCKS IF BRC.WALL ABOVE Q.O O NOIE�USE FOR JOIST 16'DEEP DR LESS NOTE USE FDR JOIST 16'DEEP OR LESS NOTE,USE FOR JOIST 16'DEEP DR LESS pi ALL BRC.WALLS 6 BEAMS UNREINFORCED CANT. ARE USED ONLY IF NOTED ON LAYOUT NOTES USE WEE STIFFENER IF NOTED IN LAYOUT TOP MOUNT I-JOIST HANGER SHOWN i. RIM J❑IST-BAND 2, RIM J❑IST-ENDWALL 3, RIM J❑IST-ENDWALL 4, REINFORCED CANT, 5, DOUBLE I-J❑IST 6, DBL, I-J❑IST @ BAY 7, SQUASH BLOCKS 8. DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPIRIGHT 1999 Pulte Home C Oration OF TART FRAMING LPI J❑IST HOLE CHART o - FROM DFROMHERE 10 aa¢ a¢a iu a 1217 X 10 W/ o Q I� 2-23X 10 W/112"%-YWOOD Ilk 11/1312 X 4 BET.WINDOW5 8.01 (2)J+(TIS@EE.O IIS v II4 .W-� y B IJ+35 @ Ef. OPTIONAL BATH°3 SHOYW 2-1 3/4'X 9 2°LVL �9 2-1 3/4"X 14"LVL S z z Z;'e? z Z z m'Z. I/B°KERF TO TOP OF °1 BOTTOM FLANGE _ __ __ _ _.._ ^o un "x yy W• FLOOR J015T __ Qj I/B'KERF TO TOP OF 1 R. --_ __._ ___. 1 -- ^ 'n i• A, t Z r--4 51MPLE SPAN CONVERSION ° H I.72XIO W'/ 24 ° 9 w W O I2 119 +121 S @ EE. - c xr a F R O M M U L T 15 P A N wf rw1N W1NDDw x F 8.01 3/4":I'-d' z. o w L� 6" E 91 .c. x. N— p MPT ,r 5 @ EE. p 7n 2LT�� _____ __' ' UP 7' w OPT.BAY MTV t/p _ _ - NN r7 cv k•+� N W _ OMI PO -- - LITE E INC L Z HV (U - (U •I. - OVE 51 B A JO T5 PROVIDE SOLID BLOCKING F WAL 0 230 F. A T - BETMEEN JOI5T5 UNDER h�� '-" �'vIII 72� 8.01 8,01 m ru M^� BE, WALL 2-I /b°% 'LV AR WALL 2-XIO N W 2-I 3 °X 9 I/2' Lant 1.1 WAL u - I IOB 109 Ar11k B.01 STADBL NE AE 5 TEMC = - o _— ____ __ I LI OF ARI WAL @ ON ABOV -OE GN d ALE 01ST $ c OR W LO OF 2 0 PL" `w 1.27x10 W/ c (2IJ+(2'SP EE. w)TWW a.m 2.2-2xlow/ ?r IUB"1'olsr T/e°I'JOI 5 � " (21J+(2)50 EE. o '� A — wf OPT.BAY WND Al19.2" .M 9.2 .G m a i a 1F--Y4 3.22X10 W/ 2 13 1" IZI J e(2 5 @ EE. B.01 @ OPT.5UNROOM OR HER (3113/4'X IB'LVL (2)2X1ow/ IIT (2)2X10W/ IIT s m O aB S o d 1 ' I2IJa12I5@E.E.O _ 1 121J+1215@EE.O 2/e o - Wi==wiz I e.o1 71zx1aw/ (212x11*/ r2x10 8}2X4 TOP dBOTP. 12)J+17)5@EE. (2I J+I2)5@E.E. aNso2 FOR FULL WIDTH OF FOYER d= GLUED d NAILED NJ 16d NAILS @4 D.C. ua$4yrcx a�� s: 4 E " 5ECOND FLOOR FRAMING PLAN - (REVER5E CONDITION ) - ELEVATION ' I MATERIAL LIST 5LALE I/4"-I"0" I I 7/13" LPI 20 OR 26A J015T5 0 1 .2" O.C. (U.N.0)11 11 F ; 7/B°10157 II B°I-J I5T5 g A 19.2' L.MA) ATI 1 0. MA%. IL (712x 11 w/ 1217x11 W/ 1212x1a w/ 1212x 10 w/ (2)J+(2)5@EE (2)J+12159 FfE (2)J+(2)5@E.E. (2)J+(215@EE. � O IIB IIB O REF.ELIIB EVATION'I IIB g �Q REF ROOF FRMG FOR PDW HDR SIZES c u6 SECOND FLOOR FRAMING PLAN - ELEVATION 125CALf 114' f-0 II T/B°HJ015T5 s � TTa AT 191°0 L.MN(. WTERMEDIATE JACK52-2X4 SPF°2 IIL5T5 m�a� GLUEDB NAILED W/16d NAILS @6"O.L, �[][J� AT12"0. MIM PJ(. STAGGERED W/I°EDGE 015TAIJLE 217/4"X91/2°LVL REF./ILI�A 'I (2)2X 11 W/ (211%IOW/119 )5@EE. (2) 115@EE.REF. NG SH 10.00 IIB 115 REF ROOF FRMG FOR WOW HDR SIZES 5ECON9 FLOOR FRAMING PLAN - ELEVATION 13 0 SCALE:N4°:F-1' DRAWN BY: DATE:W/99 1OUR OSS RIM JW ST-FASTEN TO EACH 0 EN OSB RIM JOIST ONLY SSU S DHB RIM JNSi+ONE LEACH USB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE 1-JOIST BY NAILING THROUGH WEB AIN WIT 2-RDE 04 AT - NAILING I THROUGH B VEB 2.4 SQUASH BLOCK CUT USE TALLER THAN THE FASTENING SCHEDULE t T 4 PLY FLUSH LVL BEAM(SEC FLOUR JOTST USI G l-l➢d NAIL PER FLANFf DN END WALL-IF TOTAL TOTAL WAD BLOCK @ 4'o/c-IF EACH FLANGE W/30d NAILS @ 6'e/[STAGGERED VITH 2Kt0VS Btl AT 6'olc WTD FILLER BLOCK WITH 2-RDVS 8d AT 6'o/c INTO FILLER BLOCK DEPTH DF THE I-JOIST. USE UNDER FIRST FLOOR 2 DR 3 PLY BEAN 16d-3 RDVS f!12'o/c ACH DETAIL B FOR FASTEWNG SCHEDULE) RET'Na. DAIS i LOAD IS LESS THAN 650 PIT TOTAL LOAD IS MORE THAN INTERIOR 3EARING WALLS SIDE STAGGERED 1-1/8'USB HLNG.PMI.S. 3/4'02 7/8'USB NOOTIRER' WEBERS 6 WEB NOTE USE WEB STIFFENERS 03/23/00 _ 3/4'OR 7/8' D`,F BETWEEN EA.CANT.1--IDiST SUBFLOOR-I SIRED BY 4 PLY HEA.-LYil/2'BULTS a FENDERVASHERS OSB SUBFLODR� 3/4•OR 7/B'OSB 3/4'DR)/e'CSB BOT.SIDES-2 RDVS @ 24'1/c IF REQUIRED BY THE HANGER 1 TMANGERACTURER 3/4'DR J/e'DSB MANUFACTURER SUDFLO1Rj SUB*LOOR� SUbFLOOR STAGGERED JOB NUMBER 16' 16' 51203 LAX. MAX. MAX m4 PLY C1203LP2R �k �E24'MAX. FIEAM i NOTE,USE VED CANT. SHEET N'JMBOi x STIFFENERS 1F RIM JOIST DEPTH SAME USE CONT INUDJS NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24'MIN. USE 2x8.4'FILLER BLOCK2x8 FILLER AL4�°o6 L 30 N9TE-ME DBL. °' NOTE.USE 16-DEEP OR LESS NOTE, NORALL73R4 SVAL-U ERIES 26 BEAMS UT. ARERUSED GERS DNLT iF NOTED ONULAYOUSH TOCKS NOTE-USE WED EUSE A STIF{SH L'DENNER IF NOTED BRG WALL LAYOUT TOP MOUNT 1-JOIST HANGER SHOWN �8 1. RIM�JOIST-BAND 2. RIM E JOISTFOR JDIST 16--ENDLWALL 3. MRIM EFJOIIST-ENDWALL 4. REINFORCED CANT, 5. DOUBLE I-JOIST 6, DBL. I-JOIST @ BAY 7. SQUASH BLOCKS9, FLUSH LVL BEAM 8. DROPPED LVL BEAM C COPYRIGHT 1999 Pulie Home c DFatIDD OF a 102 (2)2 x to W/I!2"FLYM A E (2�2 X 10 W/ 101 101 1,2)2 I ' REP ROOF PLAN FOR FDR 51ZE5 - 2)J x(Z)5 EE. O O(2)J (2)5 @ EE. - i fi GLUE5TAGGEREO Wl I6 ENOGE 015TANE._r 9,QQ 9,00 (1)J 12)5@E.E. v v H� ' 4. 3- N2- 10 - w - 103 u3 xFy S 16 11fl,X R ER 16" .L. ,I X R00 R 3 R5 16° .G. it � yy ell ---- 2 X CEI v, 15T 16' __ it ix 0. COF RE 0.6, mi• _ !""! a, . F .Q 22x 2 10 2- 10 '�m a 2%I ALL -- - ••'f= O �!= 51 i !� :S� ^^ wNy 1= FIE TO GE =jj 2X1 10 BO _ - F-+-M IV W __ __ ____ ___ ____ ________ ________ ____ -_ -.., — E TOR ) 2X1 R BD m 7� 3 2 x10 1 3! X 9/2' 105 lob = 1 x AR 5 2' L.TE 2T 2X1 T-T 0 2-2 0 Z E TEM lj= 2X1 BE IN ALL - 7F -3 @ Z TEM: = 1; �RVIL J ' 24' L. 9; Al ALL - �--x w J 0 k: .p 13 If1'1 VL, LLLL REF ROOP PLAID POR FDR SIZES 2 - Ell LLL2)2%10 W(I/2PLYWI) h fi (2)2x10 W/I/2"PLYWDE A !IzIEE.ND E:AssJWED DEs1 N uvE LDAD e Ar c 20 PSF. 9.00x tow/ 9to .00 oz 0T2)J'T(215 @ EE. E.2-2%10 Z%4 L ERP 24'OL.ATTIC / CE IL ING J015T FRAMIN6 PLANBENRIN6 WA L5:2x4 SPF 5 GRADE P 1fi'O.L UNA LADDER 5cxe:INI;Ito, 12 2A6 OVER BUILT FRAMIN SEE ELEV.517' =EL H S SEE FIRM PLAN FOR 5PALHJG ROOF FRAMI 6 PLAN REVERSE CON ( TION VATIO � I = E- I - . • 12 2X6 OVER BUILT FRMIING SCALE1/4'=1'-0' _ SEE ELEV.S RN FRMOMG PLAW FOR 51ZC 6 5PALN 12 ROOF RAFTERS SEE PRIMPLAN FOR SPACING SEE ELEYS� REF FRMG PLAN FOR 51ZE 8 5PFLIN6 «—ROOF RAFTERS m REF FRMG PLAN FOR 512E 8 5PACIN �-CEILING J015T5 Me FRMG PLAN FOR 51ZE 6 5PAC146 LEIL IN 0015T5 - - - SEE FRMG I.FOR SIZE b SPALIN LEILJ015T5 ., w SEE FRMGWIGPLAN FOR 5¢E 6 SPlLIN OBI..TOP PLATE OBC.10P TE 10 OBC.TOP PLATE _ •( =4; _ EXTERIOR BEPRING WALL 1 F 10" plpx 1.—MAIN BEARIN LINE BEYOND EXTERIOR BEARI 6 WALL n TYPICAL BEARING n GEARING @ PROJECTION n TYPICAL BEARING xe AB115 '' :j = 9.00 3!4"•1'.0 9.00 31a°.1'-a' 9.00 3lax,p.ox ,r _ �7a 24° 9' N (04i,LLMj v I'll low IO W/ (2)2X IO W/ 10 s (22%I (P)2%IOW/ - REF.ELEV.'I FOR � a (2)J.12)5PEE.(2)J.(2)5P Efhht 1 ( °(2158 EF. J°(1)5a EP. �GAftAGE ROOF FRAMMG Y§ ; 101 COD 101 lot Q FO 3¢ 2 x 4 LAOOER P 24°O.G. 8 101 2%4 LADDER @ 24"OL, cc '� tz- 4° 2ROW517-166 NAU64"O.C, ROOF FRAMING 900ART PLAN - ELEVATION t2 1 1 5TA66ERED AT EACH FACE SCALE:1/4'z I'-O' 0 0 0 o e CEILING J015T SEE PLAN n FOR$IZE ANO SPACING REARM WALL SEE PLAN 1 li°o e 1 4° FOR L-1011REF.2ND.FL.FRAMIN PLAN S kDATION 6= L s 7 I-IN OIST P I DETAIL FLl =� ORAN4NY: °9.00�SLALE')T4'=1-0 _ 6 5 00 24° t{ip ROR102 _ .d� b DATE:INi99 W12x46 RAFTER - %(Z Wlx l( Q .E. :( REv No. DALE IM 0 A. SIMPSW L90 QP (2)2%IoW/ 12)2 x IOW/ -- - REF.ELEV.q FCR ANLE(TYPI REP ROOF FRAMIN PIJdJ (4)J+(2)5 P EE. (2)J x(2)5 @ EE. 2 x 8 R R511 ° 4 L O,L. GARAGE ROOF� X11 JOB NJNBER 011E PER RAFTER A 101 101) 22XB _ 3 2XB 2.2%8 _ 51203 . t>,' CEILING JOIST 2'2%Io 22%10 �bR ! p.2yg 4.2X8 b 141203RFlR SKEET NUMBER E L6.4.3/B 5N..ANLE@BR16K 6x4.3/8 LDO5E 57L.ANL RAFTER CONNECTION DETAIL 4 24"DC ROOF FRAMING PART PLAN - ELEVATION '3 9.00a 9.00 34 OPT. FRONT LOAD GARAGE SCALE:/a'=,'-0' © COPYRIGHT 1999 Pulte Home Corporation 9t-.