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BP-27272RESIDENTIAL 2002 RESIDENTIAL 2002 SECTION 8 - INSPECTOR'S REVIEW/COMNIENTS I. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review worksheet): 5. DENIED (see project reoiea workshcet): 6. HOLD reason: Date: Date: Date: 7. HOLD subject to Zoning Board of Appeals action: S. Comments: Date: 9. Inspector's Signature: 1 'i Date: y AECTION 9 - APPLIC " 'T _'OTIFICATION Applicant informed faboa Comments: Date: S &_ T' Clerk: SECTION 10-OFFICEVNSPECTOR'S NOTES Total Permit Fee: S �V Less Application Fee: S 25.00 Remaining Balance: S-43 TOTAL FEE: /G ` -06'ross Area - New Construction total sq. ft. / 7 G,rrooss Area - Alteration total sq. ft - Permit Issued To SECTION 11 -ADDITIONAL COMNIENTS/SKETCHES 1�ax.id-_ G� � 4019 ` D �'- /o7. 00 S3 `�� ❑ FOUNDATIONONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE DATE RECEIVED r DARTMOUTH BUILDING DEPARTMENT 400 Slocum Road, P.O. Box 79399 Dartmouth, MA 02747 508-910-1820 FAX 508-910-1838 APPLICATION TO CO.' RU T, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY: BUILDING PERMIT DATE SENT FOR REVIEW: NUMBER: DATE ISSUED' OK TO ISSUE - SIGNATURE: DATE Building Commissioner/Inspec ro£Buildings Zoning District: .> roposed Use: Zone: C"0 B 0 A ❑ V Outside Flood Zone ❑ Aquifer Zone -� THE FOLLOWING AGENCIES SHOULD BE NOTIFIED: ❑ Board of ❑ Board of OCon. Com. ❑ Demo ❑ DPW ❑ Elec. ❑ Energy Report Appeals Health Affidavit Card Sent: Cut Off Follow-up* ❑ Fire ❑ Gas ❑ Planning Board* ❑ Sewer Card ❑ Water Card ❑ Zoning ❑ Other Chief Cut Off / Cut Off / Cut Off Review* * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT. DEPAR MENTAL APPROVAL Zoning Review: d h Signature: Date: �� Energy Report a �� SigSignature:/,�� s Date:--fJ 03 Fire Chief: Signature: �. Date: 3 Board of Health: Signature: Date: ,'� Conservation Commission: Signature: Date: Y-0 Other: Signature: Date: 2 ` Descriptinm of work beir:g performed: SECTION 1 - SITE INFORMATION NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: ❑ yes ❑ no (� �- 3 Z h ks�j"t, 1.2 Assessors Plat &Lot Number: 1.1 Property Address: V UW� Plat ( Lot Z - Nearest Cross Street: .5n� J-J Subdivision Name: 1.3 Historical District ❑ yes Kno t 13 1+ Has application been submitted to the Historic Commission? Total Land Area Sq. Ft.: .,t} l 7 ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: ❑ %lunicipalEl Private Well ❑ Municipal XOn Site Disposal System C`.bld,_I'onns`.Bldgupp.res.wpd Pagc4 - Re,. J anuary 19. 2001 C:V,1-2.ionns.Bid_app.res.rcpd Paec 1 Rev. January 19. 2001 2002 RESIDENTIAL 2002 r11TmT A T NEI JlljniN E11-11, SECTION 2 - PROPERTY OWNERSHIP I AHTHORIZED AGENT 2.1 Owner of Record: f� h ttlS1AJn Contact Address Phone Number Name (print/ 2.2 Authorized Agent x�b>J>� � �9-�ols 2�.S N��. N3. ��i•�5�� Contact Address Phone Number Nance (print) SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ License Number �� 3 Licensed Construction Supervisor p} ��bl� Address Expiration Date Telephone Signatur 32 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, 0 to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Registration Number (if none, state "none") Company -Name Address _ Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WIT[I UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Honte Lnprotement Contractors Registration, One Ashburton Place -Roost 1301, Boston. MA 02108, (617) 727-8598 Owners Name (print) Signature by signing the above, the home owner acknowledges that [here will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FORTREIR O\%N PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures govemed by Construction Control in Section 116.0, effective July I, 1982. no individual or demolition involving the structural elements of shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration. repair. removal buildings or structures. unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the pronsions of this section: provides that if a 1 fomwwner engages a persons) for hire to do such work, that such Homeowner shall act as supen tsor. Fertile of this section only, a "Homeowner' is defined as follows: PerSOn(s) who owns a parcel of land on which he/she resides or attends to reside. on purposes which there is, or is intended to be, a one or twns o family dwell me, attached or detached structures accessory to such use and/or tarstmctures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: . Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO uCENS EO coSTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction (see Appendix of 780 CMR R5.2.15) Supervisor. whether or not they have taken the permit are responsible for code compliance. SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL C 152,§ 25) _ Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit es El no will result in the denial of the issuance of the building permit. Signed Affidavit Attached: SECTION 5 - DESCRIPTION OF PROPOSED WORK (Check all applicable) ❑ sea construction* addition Iteration ❑ repairs ❑ chimney/ ❑ woodstove (ever, report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demolition (shetL'garage) no. of windows_ doors_ (specify below): (specify below): * If nenconstruction. please complete the following: Single Family: no. of bedrooms no. of baths Two Family: no. of bedrooms unit I no. of baths unit I no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace that air) - fuel ,as (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other BricfDescriptiottofProposedff'a•k: �d ��`\kJTS C6NvE(2Stctr.� -2— SECTION - 6 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (S) to be completed by permit applicant ZCO Uo0 1. Buildin, '. Electrical 8 t'00 �. Plumbin, p00 -'. Mechanical fHVACI :. Total = t I + 2 - 3 + 4) * Estimated Total S Z i 6 SECTION 7A - OWNER AUTHORIZATION - (to be completed when owner's agent or contractor applies for building permit) (please n0 Iv \ \N � `� , as Owner of the subject property hereby authorize to act on my, behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTioN 713 - OWNER/AUTHORIZED AGENT DECLARATION 1 )J R\&J , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed t der the pat s andpe ies of erjur(y•.i 2-16 Si -nature of Owner/Authorized Agent Date Rrc I.tmevv 19.2T)1 bldeJo ms4ildg:exp.res.vcpd Pose 3 Rev. January 19, 2001 i x , Ci 930 MAIN STRI�TJT, ACTON MASSACHUSETTS (617) 259-9450 1, INFOi'Ri''iATION 4 SECTION 4. SECTIONS 4 ELEVATION 2. FLOOR PL4,1N' rp, FOUNDATION PLAN 3, E L E VAT I ON (, SECTIONS HOUSE AREAS OPTION SELECTIONS FINISHED LIVING AREA: ADDITIONAL ENTRY LEVEL UPPER LEVEL 5F — -- - FIN. LOWER LEVEL L_ SF TOTAL ADDITIONAL FN15HED AREA V121 SF !b � OTHER USEFUL SPACES: GARAGE S� UNFINISHED LOWER LEVEL __ S' COVERED PORCHES ' 4 5- DECKS C S TOTAL AREA �. 174 SF TOTAL ALL ADDITIONAL AREAS 11,21 SF 1. FASTENERS SIDING, BEAM OR JOIST HANGER AND SPECIALTY NAILS FOR ROOF INSULATION 2, FLOOR SYSTEMS N/A 3. WALL PANELS FRAMING: 2x4 16" OC w/ ii2" PLYWOOD VAPOR BARRIER: BY BUILDER 4. BEAM COLOR CLEAR 5. LAMINATED DECKING UNSTAINED CEDAR, CLEAR 6. ROOF INSULATION 4" FOAM e DECKING AREAS -1. ROOF SHINGLES DELETE SHINGLES - NOTE SOME ROOFING SUPPLIERS MAY NOT WARRANT THEIR PRODUCT ON A NON -VENTED ROOF SYSTEM 8. WINDOWS d SLIDING GLASS DOORS MAHOGANY FRAMED ARGON FILLED LOW-E INSULATED GLASS r3. MAHOGANY DOORS SLABS: GLASS HARDWARE: BRUSH CHROME MORTISED LEVE 10. STEEL DOORS N/A 11. SKYLIGHTS VENTED a FIXED UNITS 12. SIDING 1X4 STIG, TaG, WRC, VERTICAL, ROUGH SIDE OUT 13. EXTERIOR TRIM N/d 14. EXTERIOR DECKING N/A 15. INTERIOR STAIRS N/A 16, INTERIOR RAILS N/A 17. INTERIOR TRIM MAHOGANY 18. TRIM ACCESSORIES N/A 19. DISPLAY SHELVING N/A FILE CUPY TRIM OF OfUR TUTH RECORD Pif1p Ps C��Y Of Tills i��^.ri`�I Plane t��asst ., fa^fit Qn Slte D I1I^1 B f-' tO Dry J 1 YOUR DRA%NING t,"JST BE KEPT AT THE BUILDING DURING THE pnooRL-SS OF THIS wCRK. BUILDING DEPPATMEirT Town of Dartmouth SONO•TUBS SIZr AND DEPTH IS4SFECTiO"d IS F EOUIREp BEFORE THE CORICR T iS POURED. BUILOINC Towno Dart-nouth�T C " , _ . .'d r r J: '�L be to cc-uf.d.ng for a found:it`aan inspection or any further construction. FlRa STf:PiPYZe r),E�-'U'jrjEMEN—I r°ells and floors shall be Penetrations thru rated sealed with a material c_13, le of preventing the nc a r 1 "',; and I-,Dt l u�d3 whoa SUIJIO�Cied p�..,s, o f 2 4 to tho requiremcnts of the Test Standard spSc'rfis for Fire Stops ASTM-E -Ri 4. 20. INTERIOR DOORS Design Service Manager / Representative ED FANNING Sketches approved as drawn. Authorization given to prepare working drawings SLABS: FLUSH OAK AMBS: MAHOGANY HARDWARE: BRUSHED CHROME BALL KNOB Ghanges required to sketches before preparation of working drawings. Revise sketch From redlines shown. IREYISION DATES ARCHITECTURAL DRAWI1,G5 MANUFACTURM DRAWINCsS i1-1&-02 12-03-02 12-1&-02 Cwd Drawn LZ, WC. bqJWS, MBE, BLS M-SIOM4CEPOR: AU5TIN s JANE OLNE r 32 M15NA1JM POINT ROAD S. DARTMOUTN, MA JOB# 1334(0 ©COPYRIGIIT by DECK HOUSE INC. DECK These plans may not be used in am way without the written permission of the copyright owner.. ,� U METAL DRIP EDGE -ICE t WATER SHIELD (FIRST 1/16 OSB: STAGGER J0.NT5 OVER INSULATION. (2) LAYERS 2" RIG'D INSULATION (STAGGERED STEAr".5) L12 5;;'_� A2) PRE-AS5EMBLED ( 2X4 BLOCKING t _ I/2" PLYWOOD II/16" X 4 I/4" ; PRIMED CEDAR TRIM REFER TO DRAt:Yt.'GS FOR SIZES t TYPES C- STRUCTURAL MEM�EFS AND PANELS 6" 60d GALV. RING SHANK NAIL A 12" O.G. VERT. - t 16" O.C. HRZ. 15 Ib FELT 15 Ib FELT 3X6 LAMINATED PECKING LAMINATED RAFTER HEADER PANEL MILLWORK PANEL - - 51 D ING INFILTRATION BARRIER WALL PANEL FIBERGLASS INSULATION BY BUILDER VAPOR BARRIER BY BUILDER GYPSUM WALL BOARD BY BUILDER FINISH FLOORING PLYWOOD SUBFLOO P.T. 4X6 SILL —� y 2x4 SLEEPERS (ON EDGE) - v - 4" POURED CONC. SLAB BY BUILDER VAPOR BARRIER E EXPANSION JOINT iA FIN. GRADE a _ MATERIAL BY BUILDER IFOUNDATION DAMPPROOFING BY BUILDER 0" FOUNDATION WALL < ° ° - - °DN TYP, WALL FTGS, AND a' PERIM DRAIN AS REQ- 11 BY 517E CONDITIONS AND) BY BUILDER OR LOCAL CODES r �, Ti'PICAL LUALL SECTION i?�fisEr"'riM`d tS R�O.lt�J �; Ft'1tT= THEQo- cR=TE . POURED. OUITLDING a�v ()D rLm0UL'tl� YOUR DRAWING W'JST 62 KEPT AT THE BUILDING DURING THE PROGRESS OF THIS VECR!<. BUILDING DE-PARTi% *"rr Tovm of Dart=Ltb TOME Or TJ:Mdirw>3i$UTH 1k r7v Of WS Plan �. OUtI 9 �t�;vi Bee FIFE STOPPIN'r REQUIi'.EN ENT Penetrations trlru retcd t"' 11: and floors shall be $Cc-jo.d with a P'`.l:er i cv!Dacbl of preventing the rargn.� a, , so p;:,csage of i:-....�_: wno net c as.�.:s when subjected to tho requiremants of the Test Standard spsclsc for Firs Stops ASTM-E-814.. ELECTRICAL SYMBOLS - GRADE AND 5PEC1w Or DECK HOUSE COMPONENTS A53 3REVIATION5 RECEPTACLE OUTLET -. LL LIGHTING OUTLETS LAMINATED BEAMS: DOUGLAS FIR, 4cF wu 7ES%RAL GRADE 24=-V8, Fb-2400 psi, E=1,80©,000 psl, FV •190 psi - A/C AIR CONDITIONING ABV ABOVE ALU ATLA F CWHI FLOOR AWC ATLAN(G WHITE CEDAR 3 I/S"x6 114" 5"Al 1/4" DUPLEX, 110V INCANDESCENT, WALL/CEILING MOUNT 3 I/8"xl0 1!1' 5"x13 121, 3 1/S"A2" 5"xlb 1/2" DUPLEX, 110V, SPLIT WIRED ® DUPLEX 110V FLOOR MOUNTED w Q DUPLEX, 110V, WEATHERPROOF INCANDESCENT, PULL CHAIN SWITCH ( S Y IN AND., vRT MHG WALL LIGHT '.. INC-AND., HRZ MPG WALL LIGHT BALC BALCONY (DECK) BFD BIFOLP DOOR BLW BELOW G BLw BELOW BM BEAM BM/5H BEAM ABOVE SHOE -- 3 I/8"xl3 12" 5"xl9 I/1" 3 1/S"x15" 5"x24" 3 110"xl9 12" DUPLEX, 110V, GROUND FAULT SPECIAL PURPOSE, 110V -( INGAND., M015TUREPROOF LIGHT F117INGANDEXT WEATHERPROOF FLOOD ., BSMT BASEMENT BTM BOTTOM CLG CEILING CMU CONCRETE MASONRY UNIT ("BLOCK") CNSRV CONSERVATORY == LAMINATED POST5: DOUGLAS FiR CO^15. 3, Fb=1850 psi, E=1,600,000 psi, Fv-190 psi 3 12"x3 12" 3 12"x5" Q SINGLE; 220V Q SINGLE 220V FOR ELECTRIC; RANGE INGAND.,TRACK, FLUORESCENT, DOUBLE TUBE CONC CONCRETE CONT CONTINUOUS DBL DOUBLE DI DECK HOUSE, INC. DIDIAGONAL - PRE55URE TREATED LAMINATES __A .,: GRADE 24F-V5, Fb=2400 psi, E=1,800,000, Fv=240 psi 3"x112" 3"A2 3/E" <- 0 FLUOR., MHG LIGHTING COVE E-Q > FLUOR, "PRISMATIC", 3 SIDED <-Q FLUOR, "PRISMATIC", 2 SIDED DIM DIMEN51ON DKG DECKING ON DOWN DR DOOR DTL DETAIL Ck 3 DRAWING EEW EMERGENCY EGRESS WINDOW EL ELEVATION, DLUS VIEW t MEASURING PT EQ EQUAL FDN FOUNDATION MISCELLANEOUS OUTLETS LAMINATED DECKING: 3x6 NO ti _ (2 3/16"x5 114") F FAN T THERMOSTAT DOOR SIGNAL PUSH BUTTON INLAND RED CEDAR Fb=13W E=1,300,000 psi 1=1029 in(4) DOUGLAS FIR Fb=2300 E=1,800,000 Psi I=10.19 in(4) PONDEROSA PINE Fb=I380 E=1300,000 si I=1029 in(4) p SWITCHES _ SINGLE POLE _ DIMEN51ON LUMBER: SPECIE& C GRADE' Fb (min.) E Fv DOOR SIGNAL BUZZER OR BELL FG FIXED GLA55i IF BOXED: CUSTOM CUT FIN FINISH 2x4: 8' OR LESS SPHS) -2 OR �- F'R STD. 550 1,100,000 10 TELEPHONE Q TELEVISION SPEAKER 3-WAY (FROM 2 LOCATIONS) 4-WAY (FROM 3 LOCATIONS) FLR - FLOOR(ING) FTG FOOTING GL GLASS, GLAZING H HIGH SIDE OF VERTICAL DIM, TRAP PANEL HC HOLLOW CORE DOOR 2x4: GREATER THAN 8' HEM F'R -T OR sx • 1 k 2 850 1300,000 10 SPF '" / ! 815 140m 000 10 2x12 HEM FIR -2 850 1,300,000 15 HDG HOT DIPPED GALVANIZED HDR HEADER HDW HARDWARE CERTAIN NON-STRUCTURAL U5E5 CY USE ALTERNATE SPECIES OR GRADE. TYPICAL WIRING SPECIFICATIONS HRZ HORIZONTAL HTR NEATER HVAC HEATING, VENTILATING, AND AIR CONDITIONING - TREATED DIMENSION LUMBER: MIN. 1 DUPLEX OUTLET EACH WALL - MAX. D'STANCE BETWEEN OUTLETS r2'-C" WIRE FOR DOOR SIGNAL AND SIGNAL PUSH BUTTON MIN. (2) DUPLEX OUTLETS ALL BASEMENTS 2x8 NO. 2, SOUTHERN PINE Fb=Ir CO psi E=1,600,000 psi PRESSURE TREATED (.40 GCA) I ADDI'%ONAL OUTLET EACH ROOM ON SWITCH MIN. (2) SWITCHED OUTLETS FOR ALL BA5EMENT AREAS HWP HOT WATER HEATER --- SWITCHEG OUTLETS AT EACH END OF ALL HALLS AND 5TAIRWAYS MIN. I D:PLEX OUTLET EACH SECTION OF KITCHEN COUNTER • GE CUTLETS FOR RANOVEN(5), DISHWASHER AND REFRIGERATOR REFRIGERATOR MM. I GtiPLEX OUTLET GFI FOR EACH BATH OR LAV. WIRE FOR FAN EACH BATH OR LAV. WIRE FOR (4) OUTLETS IN ROOFFLOOR DECK WIRE FOR LAUNDRY HOOKUPS - WASHER AND DRYER WIRE FOR 50LAR SHADES ALL CONSERVATORY HOUSES WIRE FOR TELEPHONE OUTLETS WIRE FOR SMOKE DETECTORS A5 REQUIRED BY CODE (V EXTERIOR WATERPROOF OUTLETS ON GFI CIRCUIT (2) DUPLEX OUTLETS M GARAGE ON GFI CIRCUIT (2) SWITCHED OUTLETS IN GARAGE WIRE FOR OVERHEAD DOCK OPERATOR(5) (2) EXTERIOR FLOODLAMPS EXTERIOR LIGHT AT ENTRY AND GARAGE ON CaW9TCH WIRE FOR ALL HEATING APPLIANCES AND AIR CONDITIONING EQUIPMENT WIRE FOR WELL CONNECTION IF APPLICABLE FIXTURE SELECTION BY OWNER (MAY BE ON ALLOWANCE - - SEE CONTRACT) 4x4 PRESSURE TREATED P0515. 5CJ-FERN PINE, Fb=1500, E=1,b OOp00 INS INSULATION INT INTERIOR JST JOIST KIK KEY IN KNOB (LOCKSET) L LENGTHGE LF LINEAR FOOT. LN LEFT HASND (DOOR) LHRB LEFT HAND REVERSE BEVEL DOOR L5 LOUT SIDE VERTICAL DIM. TRAP PANEL M M-PANEL W./ MHG EXT t GWB INT MAX MAXIMUM MCP MAHCGANY CAPPED PARTITION MHG MAHOGANY MN MINIMUM ---- --- FLOOR JOISTS: POST -STRUT [^'% i c- 3 �="xll h" M_ AL IIF_B FLR TRJSSI r !r t Enq o Gerti Ficate provided with appropriate regi5 ration. - -- ------ - -_-- EXTERIOR BALCONY DECKING: '/e NOMINAL (2 1/4"x5 12") - PORT ORFORD CEDAR Fb=1250 E=1300,000 psi I-1.161 in(4) _ Ix4 MERAINTI DECKING: V15U4LL`" GRADED, WORKING VALUES! Fb=1531, E=1,124,500 MM M-PANEL W/ MPG EXT k INT MO MASONRY OPENING SHEATPING — REGOMMENDED FIXTURE ALLOWANCE FOR ESTIMATING ELECTRICAL COST MOD MODIFIED MPN MILLWORK PANEL PLYWOODS, 12", 5/8" AND 3/4" C_^,X FIR PLYWOOD, 4 OR 5 PLY, APA RATED 055 THIS IS AN EXAMFLE AND NOT PREPARED FOR THIS RESIDENCE M5GD MAHOGANY SLIDING GLASS DOOR (ORIENTED STRAND BOARD), 1^.6`, ,=.=A RATED. NIC NOT IN CONTRACT NOS NOMINAL NT5 NOT TO SCALE CBS OBSCURE --- --- ROOF TRUSSES: OC ON CCNTEIRS PKT POCKET (FOR BEAM OR DOOR) PN_ PANEL P.T. PRESSURE TREATED F'u1D RISERPLYWOD R RISER R-VALUE INSULATION RESISTENCE VALUE REFR REFRIGERATOR REV REVERSE (PLAN) RH RIGHT HAND (DOOR) RaRB RIGHT NAND REVERSE BEVEL DOOR RO ROUGH OPENING (IN FRAMING) SC SOLID CORE (DOOR) 5F SQUARE FOOT 5GL SINGLE SHLV 54ELVING 51M SIMILAR STD STANDARD $TOR STORAGE 5YP SOUTHERN YELLOW PINE T TREAD COG STAIR) TtG TONGUE t GROOVE MILLING, DKG t SDG TEMP TEMPERED (GLASS) TRAP TRAPEZOID(AL) ED U�LTER�I RED CEDAR TWRC TEXTURED c TYP TYPIr AL VRT VERTICAL w WIDTH W/ WITH W/O WITHOUT WD WOOD WDW WINDOW LIVING 6 2 4 En ineerin Certificate provided wit a pro riate registration— PINING 4 1 2 KITCHEN /0 2 I I 2 1 DESIGN LOADS: (STANDARD CC- C'JENT5 USED IN STANDARD CONFIGURATIONS) FAMILY RM. (o 1 2 I ROOF: 40 sf LIVE • ID psF DER^ EC sF TOTAL STUDYlOTHER 4 1 I I FLOOR 40 psF LIVE - !0 psf D A 5O psf TOTAL ENTRY I j 1 2 j j SPECIFICALLY DESIGNED CO"!F`CN_>1T5 SIZED PER ANSI STANDARDS AND PER MODEL BUILDING CODES M457ER BR 5 I I 1 EXTERIOR DECK LIVE LOAD 60 F5= (40 P5F WHERE ALLOWED BY CCDE) BR. 2 _ 1 4 1 1 1 - cR 4 1 1 j MASTER BATH 2 2 1 3 BATH : 1 I I 2 STAR AND RAIL SCHEDULE LAV. I I I 2 STAIRS :IALL5 4 2 £j LADDER 5TAIR WDTI EQ S ACMAL t SAD wD _ F% T -"'.- 5'-0<T DROP RAIL i z� T ! HORIZONTAL RAIL --R is@tl{I h�i�,I"T 1+�11t4'�� CONSERVATORY RAIL IN LAJNGFY 2 1 1 I EASE ' NT 2 2 1 I GARAGE 4 2 1 1 2 EXTER OR 2 2 2 CLOSED R15ER VONO OFT DUI- TO TO Plr OF 5TR^rARS DEM'-RAIL WALL MOUNT RAL / 7 MAHOGANY GAPPED PARTITION TOTAL-5 4l 20 4 d 2 2 1 3 3 2 2 11 22 I 1 6 WFL MAHOGANY WAFFLE DOOR Wr-NI WALL PANEL w42G WESTCRN RED CEDAR TOTAL 12C -' - ��-- Q t p. NOTICE TO UILDER B BUILDER MUST REVIEW AND UNDERSTAND INSULATION SCHEDULE O STAIF'5 Z�RAIL5 DRAWINGS AND DETAILS PRIOR TO PACKAGE SHIPMENT TO ALLOW FOR RESOLUTION OF ANY QUE5TION5. IF REQUIRED, ADDITIONAL DETAILS CAN BE PREPARED TO CLARIFY ANY AREA ASSEMBLY TYPE R-VALUE No. TYPE RI5=_R5 7 "A- R!SE TREAD WIDTH No, TYPE LENGTH( ) ROOF 45SEMBLY Z 4" R'G'D INSULATION: UNVENTED 33.50 RELATIVE TO THE CONSTRUCTION OF THE PACKAGED MATERIALS. IF A PROBLEM ARISES WITH THE DRAWINGS OR PACKAGE MATERIALS AFTER THE START OF CONSTRUCTION , CONTACT THE BUILDER SERVICES MANAGER WALL ASSEMBLY IMMEDIATELY 50 THAT WE MAY PARTICIPATE z 2x4 EXTERIOR: STANDARD - (DETAIL 114) 15.16 IN THE C70LUTION TTHE P`15LEr-1. DECK HOUSE, IING.O ILL NOT A55UME W' R'3 FIBERGLASS (BY ELDR) RESPONSIBILITY FOR FIELD CORRECTIONS IF IC" POURED CONCRETE WALL ABOVE 9.4e YOU DO NOT FOLLOW TP16 PROCEDURE. GRADE - (DETAIL I/8) SIDING COVERAGE EXTER'OR OVER'�Ar.GS SIDING 15 SUPPLIED IN RANDOM LENGTHS AND WILL REQUIRE SPLICING FOR COMPLETE Z N/A COVERAGE. CAREFUL LAYOUT / PLANNING CAN MINIMIZE THE NUMBER OF JOINTS REQUIRED, REFER TO THE DETAIL AND CONSTRUCTION MANUAL. GLAZING U-VALUE 033 LOW-E GLASS / CLEAR GLASS BUILDER SERVICE !NS'JL. W'' 14" SPACER, ARGON FILLED USE ONLY TO CALL IN FIELD PROBLEMS WITH FRAMING PROCEDURES. DIRECT TO BUILDER SERVICES MANAGER OR USE TO PLACE A CA514 SALES ORDER DIRECT ALL OTHER BUSINESS TPROUGP OUR REGULAR PHONE NUMBER NOTES: I. F!EERG'_A5S INSJ'_ATICN 15 NOT SUPPLIED BY DECK HOUSE, INC. 2. ITE.5 L4EELED BY EUILDER (NOT IN CONTRACT) ARE RECCMMENDED I i 800 12�-DECK OR I-8©m- f21-DECK GOMPCti'ENTS CeJLY. 3.'FCR EREAKDO� OF R-VALUES C' SPEC:) C COMPONENTS, SEE REFERENCED DE T A'_ IN TaE INyJ_ATION SECTION O= THE DECK HOUSE DETAIL MANUAL. In kreping with its pKiry on pnnidmg complete architectural draumws nrevary for firerrnnq and bwildrng permit requirements, DECK NC:'SE, Inc, indicates on there plans materials, components and se-.ves which are net inhaled m the standard DECK ROUSE cerr.["mecd pa:k:ge or opttor�s seier!rd 1t is the rerwns Wity of the client and co^! -actor to ,T:atn! the selves with the contents of the DECK NC:- E component parkace to ens'r teat any materials or Services not su led by DECK RN SE. Inc are cmr ed m the contract between the ctss J and contra_ty Reatdenee Jar. Yodel No. Job Na 9346 AUSTIN & JANE OLNEY ADDITION 32 MISHAUM POINT ROAD S. DARTMOUTH, MA Dated Deatgner 11-18-02 LZ, WC. Sisbfect 1NF0RMA7fON & sECTION Scale: NOTE Revision 12-18-02 Sheet No. 1 01 6� COPYRIGHTO by DECK HOUSE, Inc. These plans may not be used in any way without the written permission of the copyright owner. 2e,'-3 3/4" I I I I 1 � I ' I t I �I II I III I I I� I r--l------ ------ - ---- - --- - I Ii BUILDER TO REMOVE EXISTING: ROOFING: TO TOP OF EXISTING: DECKING:, 1 INSTALL 4" ROOF INSULATION AS REQUIRED. �- EYISTING ROOF 4e0'/= Imm'-11" 2c3'-1 1/4" I ,� _ ..------ le'-4 1/2" 25'- l 1 /2" . 2 1/4" 5'-4 114" 8'-m" 5'-8 114" T-3 314" - 3/4"' 2x4 SLEEPER (FLAT) 1 I 2z8 BLT-UP FLR BY BLDR --i NOTES: O SMOKE DETECTORS INSTALLED BY BUILDER 45 PER CODE. ITS 15 INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE DECK HOUSE INC. PACKAGE. IT 15 THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUANT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. Q BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR FINAL KITCHEN AND BATH LAYOUT, APPLIANCE AND FIXTURE LOCATIONS AND RELATED PARTITIONS. 0 STEPS TO GRADE (NOT SHOWN) AS REQUIRED PER SITE CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER 3❑ INDICATES FACE OF SITE APPLIED SHOE OR SILL. FOR SILL SIZE REFER TO THE FOUNDATION PLAN. ® FOR ROOF CRICKET SEE DETAIL F-6 . PAGE F-1 . IN THE CONSTRUCTION MANUAL. 05 STEEL ANGLE ABOVE DECKING. BUILDER TO ATTACH WITH 014 PAN HEAD SCREWS PROVIDED. Q STEEL VALLEY PLATE ABOVE DECKING. BUILDER TO ATTAGH WITH 014 PAN HEAD SCREWS PROVIDED. p BUILDER TO CUT EXISTING BEAM TAIL BACK TO FLUSH W/ EXISTING FRAMING AS REQUIRED. ADDITION NOTES ALL DIMENSIONS OF EXISTING CONDITIONS AND / OR JOINTS BETWEEN NEW AND EXISTING CONSTRUCTION ARE BASED ON DECK HOUSE INC. FILE COPY PLANS AND WILL REQUIRE FIELD VERIFICATION BY THE BUILDER IT 15 THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND LEVEL JOINTS BETWEEN NEW AND EXISTING CONDITIONS. DECK HOUSE INC. DOES NOT RECOMMEND RE -USE OF STRUC- TURAL MATERIALS AND ASSUMES NO RESPONSIBILITY FOR RE -USED MATERIALS. THE BUILDER ASSUMES ALL RESPONS- IBILITY FOR REMOVAL AND REIN5TALATION OF EXISTING ROOF STRUCTURE DURING REMOVAL AND REINSTALATION. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND WEATHER TIGHT CONDITIONS BETWEEN NEW AND EXISTING STRUCTURE. RE -USE OF EXISTING PANELS IS NOT RECOMMENDED DUE TO THE AMOUNT OF SEVERITY OF DAMAGE INCURRED IN THEIR REMOVAL FROM THE EXISTING STRUCTURE. WINDOWS AND SLIDING GLASS DOORS WITHIN THESE PANEL MAY BE INSTALLED IN THE NEW CONSTRUCTION, PROVIDED THAT CARE HAS BEEN TAKEN DURING THEIR REMOVAL TO MINIMIZE DAMAGE TO THE FRAME AND WEATHER SEALS. RESPONSIBILITY FOR THE INTEGRITY OF THE RE -INSTALLED WINDOWS AND DOORS RESTS WITH THE BUILDER AND / OR OWNER EXISTING PANEL OR PARTITION NEW PARTITION NEW PANEL TO BE REMOVED FIRE STOPPING REQUIREMENT Penetrations thru ratcd 9 v ills and floors shall be Sealed with a of preventing the Passage of fiamoe and l,ot gasses when subjected to the rc-quiremonts of tine Test Standard sp -ocific for Fire Stops ASTIim-`-814. TOVIN OF DP1!P1TFTk' 9TN �� Plat C�� 6� Iv €IiG vI l R 1 3% x13 : RAFTER NOTE: BUILDER TO SUPPLY SINELVING 4 INTERIOR I I ------ FRi"IA1INS AS REQUIRED. I I I I I I r I I I n' I I I 04' I GARDEN ROOM i x TOP OF NEW SLAB EL. 0'-C' I i D I Q P.T. 4x4 POST UY I 3 i 2" 5'-8 1/2" I C ON PODSSEAT I I ----- - -------- - — ------ �} I 3�%"XI3��z°RAFTER I — —_- -- --- wl I 3�%"Y.'3�'7 RAFTER I I of I J I I x 7 3'e"xl3y,^❑TER 3'e% 7"X 3"X13e1 A RTER - - I /G� 3 OF NEW ROOF AABOVE Fi-- OOI , FLAN_ ,q .Q /^. keeping unth its poti.^y on prn'ding eoacplcte architectural dmurtngs nr•essary for financing and InWdmg pe"nrit requirements, DECK FUSE, Int. indwates n these plans materials, components and sr•vices which are not inrtnded m the standard DECK HOUSE component p .kage or opti. selected It is the re_-T a bmtity of the client and contractor to aquatint th�velves udth the confents of the DECK F7SE a mponrnt parknge to Were ihaf any materials or services Wert r^rpli d by DECK hOl%SE. Inc are cerr•ed in the contract between the 0-e"t and cmf actar Ij�-- i� LINE OF NEW ROOF ABOVE! i------I IU 3 I 4X4 i 2❑ 4X4 4X4 I r MAHCG. SL. GL. DR I EXISTING ROOF ABOVE - -- I I c n m i OI w I LL LL w l 12 �Dxio-8 EEW EEW ,-- h a ((Y C I2-Oxb-� T uT TC FIT X; lam tie .� IX X' N Qr Q' z Lite 3 I LL w :' w �I z > FAMILY ROOM TOP OF EXIST. t NEW FIN. FLR. EL. 0'-0" 1 v I x n 11 NEW 3'%'Xs" I ��W I BEDROOM 01 BEDROOM 02 vl ! n POST W/ CVRBDS. 31y7 5" I ?' N v sz7 - ON PpS SE4TPOST" NEW 5"Xib'e7" RIDGE BM. x x - - -- -- - ---_ -- -- --- - - - 1 "i - �F �N `r -� �i. wr w 1,1 IN- x v x x 2x' EXISTING x CHANGE NEW Im �mw' EXISTING ROOF DECK �� �� I MASONRY CHIMNEY �� PIVOT SIDE LL s " r'�TO BE REMOVED ' " k"u TO BE REMOVED S 9 h _-pw OF EXISTING R. �u�i� _1� - 4X4 POST ' x x r 1� � Ox6 8 O"x6 jEFRIG NE 3'ce"X.13e," PURLIN 2;'_ EXISTING 4XI4 BM - - - ' L EXISTING P05T ILL` rTKITCHEN ❑ LIN OF NEB' RooF AeovE I `� I WH-AUNDRY W_wTO BE REMOVED, x F I w a TOP OF EXI51. t NEW FIN. FLR EL. C-O" EXISTING DOOR z�� IvS3� Ir, .- ----- 3-� 8 `�T �iiALL - - - p a� 2 +PARTITION Q_ TO BE REMOVED T �F� t - �J i i p, Q i REDO ALL KITGNEN CABINETSI- I hum LAVX ' 0 w I d Q n© //� \ 14::p x l w56m1 --- I v LL d V. w tvLr-Y"S ATH X/�zQ I �I / �' �� D mI W v - w��Q' ;z / x i A wi kn 2-6x6-80 ]FM I z vI IX w / N\- C�ALLERl' x _X O X Ft PbRION TOP OF EXIST. t NEW FIN. FLR EL 0'•0"w mx6m O x�_w 4 X - #I D.W. 15 - o I I / w" ^ TO BE REMOVE j - 11 -_T MAHOG. SL. GL. DR 2-Sxb-B EXISTING SLAB LF. EL: -!p' S") r IL _J II 1e✓ F.. _____. __- _. _.. _ _ _ - - - - ---- - - --- - --- - - ---- - -- - ---- - -- - - - m II i � E' a 3'�e X�2 `RAFTER , r / EXISTING ROOF DECK 4X4 4X 0 ev, --TO BE REMOVED - -- © ---- - --- -- - -- T ------------- - --- v - -- - -' 2 a _ R D i -e YIl" RAFTER- ,; I l ! � � EXISTINGD ROOF ABOVE I C T4 �^�'-1 -� '' I� p, e"XI2" RLciER � - -i ,'_Im 1/4'— - - --- -- - - Im,_6r: I -5 1/2:, l'-Im „a ° E3REEZEUTAY " i - iu F c , - 1 m' 6" ----- --`-- t I 0 `OP SLA ry 31'-3 3/4" .. OF NEW B I I -a6C6 � ' 2 NOTE- I i I 1. ALL EYI 'INCS GARAGE DOOR5, 8---- DT li3 1/T "-8 I/2" 3 1/2' 3 I WINDOW t WALL PANELS I I LINE OF NEW' ROOc ABOVE lNOT S O N" TO BE REMOVED I-- G 2. KEEP E/.57N G- GARAGE POSTS, -- . ROOF B_A o ROOF- DECKS 0 I 3'%"XI3'1" RAFTER 3 7"X•' g'ieyl3'z' I 01 " �' I I .:-,IOG. Si. GL. DR - RAFTER I 4 QI m1 FILE GOP x 1 TERRACE ? BY BUILDER - I a-. AT YOUR DRAWING E1R UIILLDING DURING THE PROGRESS OF THIS YJCRK. BUILDING DEPARTMENT Town of Dartmoulfl SONO-TUBE SIZE AND DEPTH INSPECTION IS REQUIRED BEFORE THE CONCRETE iS POURED. BUILDING DEPARTMENT Yote"n of Dartmouth Reatdence for: Yodel No. Job Na - AUSTIN & JANE OLNEY ADDITION 9346 32 MISHAUM POINT ROAD S. DARTMOUTH, MA Dated Dew; 1 1-18-02 LZ, wc. r Subject- scale: Resttato - 12-03-02 Shoat Na FLOOR PLAN 114" = 1'-0" 12-18-02 2 01 6 COPYRIGHT© by DECK HOUSE, Inc. These plans may not be used in any way without the written permission of the copyright owner. i 12 i V560i — I V5304 � / i 3 p I 12 — � / - - G 3 IN 12 ROOF PITCH j ( 'a 3 L 3 1N 12 ROOF PITCH —7 7 I Z3 IN 12 ROOF PITCH f I FG FG. ---- TOP OF P05T EL. • ro'-2 5/16" _ I I I - - -- - - .- 7.. _ -- --I (FOR NEW 13i1" RAFTER t- - - - - ... _ - - - -- - _-_ --- - -- - _ - -- - - -- - - - - - - -- _ - — - h -11-- - - - - - T------I II �, EXISTING WINDOW 1i j I III I I. I (I i \ \ I I / i \ • ! --- ----- I I �r _ i I � � 'i 1 IIi I i I .TEMP., !EEW ' �` 1 _ I, F3. F3. I IIi FG. F 1 I I \ I FG. , I EEW FGTEMP.f ;' IIi I III 1 1 I G. FG. FCs. 1 I I III I---=' FG. MAHOG. 5L. FG. .=F-- I { 11 TEMP. GL DR I I j f I'III,I I l TOP OF EXIST. a NEW FIN. FLR EL. 0 -0 I FG. FG. I I 111117 1 I i I 12 I 4. L FRAMES FROM - I SLIDING GLA56 DOOR IN STANDARD MAHOGANY I I I I I WINDGW FRAM= ---- — - --- -----I - - -- -- -� F, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II- — --——————————————— — — — — —Imo_------------------� NOTES: I — --- —--------------------------� - - -I ----- -----J L-------------------------------------- ----------------------- --L-------------------------------J.--- -- -----I I7EM5 INDICATED WITH "B`" BUILDER" ARE NOT PRICED OR INCLUDED IN THE DECK HOUSE INC. PACKAGE. IT 15 THE CLIENT AND THESE ITEMS A D CO`1ESIBILITY ON ACQUAINT THEMSELVES GREE LV T. FRO} I I ELEVATION f-�� �I ION WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. I `4 I COPY 2Q STEPS TO GRADE (NOT SuOp,N) AS REQUIRED PER SITE FIRE ST�3PPIRII-: REQUIREMENT FILE COPY CONDITIGNS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER Penetrations thru ra'� L;tu(i and floors shall be f'l G. C'".' [ _j.'s C' Qroventinfg the ® FOR ROOF CRICKET SEE DETAIL F-6 . PAGE F-1 . IN (C�.13.eia when subjectedTHE CONSTRUCTION MANUAL to ti1S rGCIL'frC:;l;?ntS of t%3C Test Standard s�^CItIC © BUILDER REQUIRED TO FLASH AT FLOOR FRAMING / SLAB for he _NuirStopP.STM G-f3Ie AS PER CODE. -PIT �O'aF F48p�y_ 4 C O N-7 ❑Z SIDING IS SUPPLIED IN RA\'DOM LENGTHS AND MAY EXI$�ING W'NCO,. rg 1 Vt REQUIRE SPLICING FOR COMPLETE COVERAGE. �5e p V5606 I �,.a 12 Ex15'NG WINDOW G 3 IN 12 ROOF PITCH I I, FS606 I �r;�a ' --I I � I 3r� a3 I TOP OF :: (OR NEW 12" RAFTER)2 5/16 I-_ FG \ --- \ J TOP OF POST EL. • 6'-03. " LjI YOUR DRA4tigNG MUST BE KEPT r. I \ . _ AT THE BUILDING DURING THE - - ' OR NEW 13' z RAFTER) I I PROGRESS OF THIS YiK, j 1! I I 11 III _ EXISTING WINDOW I' EXISTING WINDOW 1 IMANOG.�R I BUILDINGS DEPARTMENT -; (I I : 11 I ! I 1 — - — _—' -- I Town of Dartmmgt7 FENc " MAHOG, SL, I GL. DR iI l i ; I7 I T TOP OF EXIST. a NEW FIN. FLR EL. m:_0" -- — - — - — - — - — - I Ify. PECTION tS SI~C ,'.!:+C Cr ;'j.1 FRAMES FROM 12 H QL . IN IDINGSTANDARD GLASS DOOR I I I 1 I I I THE CONCRE _r L�F r t.?." IN 5 T ANDARD MAHOGANY I I I I I I TE �„ FCU.1yD• WINDOW FRAME I I I I I I I ....VI11LD1Prd1D=PAr------------------Jof - - - r t�:rtrtou -- -- - - - i i LEFT ELEVATION I HIDDEN ELEVATION - Z 3 IN I: ROOF PI-GH F5'�4 F530101 01 j '1-'-J. Z3 IN 12 ROOF PITCH 7 3i11 I I I I III Ili TOP OF P05T EL.. 6 -2 5/16° (FOR NEW 12" RAFTER) 1 TOP OF P05T EL. • 6'-03q :: -- r _. _.----� __-_-_� ____. ----- --- ---- - - --_._- j j I I ,--r- - - (FOR NEW 131' " RAFTER) I I I I i �\ I I i I I' II I I I l i I Ii � II IiiI1 I II I!II, Is! IVI I ILI) N ' MA-CG 5-. MAHOG. SLI MAHOCs. SLI - MAHOG 5L. GL. DR.- i i TOP OF EXIST. a NEW FIN. FLR EL_ 0_p:, �-•-=L..-;-L ' ! II i 1, i i 22' ' - �. --- I I U � U FRAMES FROM —/ I I I I i I I SLIDING GLASS DOOR I I I I I I I I I I IN STANDARD MAHOGANY I I I I I I I I WINDOW FRAME (-'---------T"7---------r�1T----------r----------------TL--------------------- I - - -- ---1 ---------- 1----J----J —TOP OF P05T EL.t 3/I6" TOP OF EXIST. a NEW FIN. FLR EL. 0_-0" RIGHT ELEVATION NODEN ELEVATION U 1•. keepingvnih Vs polity on providing complete arrhitecturat drau,invs j _..�. Residence for. Yodel No. !ob No. n .essary la financ ng and build„� pm t rrqu remeats. DiCX H :.SE. Inc indi atet on these plans materta.s. components and snips which air u,f included in the stand d DECK HOUSE component DECK HOUSE, INC AUSTIN & JANf OLNfY 32 MISHAUM POINT ROAD ADDITION 9346 • c t or to aq elated It is the with thenhl tt o/ the client and c traitor to aqucnt themselves th the contents of the DECK S. DARTMOUTH, MA Dated 1 1-18-02 Des{Qfter. that r _sE ay DEC p ,'Sf.e toe c that an he te+wL o et wen e :rued by DECK H^SSE. Inc. are covered in the contract between the 930 Alain Street, Acton Mass. Phone (781) 259-9450 LZ, WC tlu-t and conhuc},- y EL scale: - ELEVATIONS 1/4" _ 1'-0 Revtrto+e 12-03-02 Shnt No. 12-18-02 3 of 6 COPYRIGHT© by DECK HOUSE, Inc. These plans may not be used in any way without the written permission of the copyright owner. 64'-4 1/2" 3/4" I' IT-O" 3'-5 3/4" IT-1 3/A., i KEEP EXISTING POST, BEAM 4 DECK EW 5 xl6'," 11 3Ile, 'IX121, EXISTING EXISTING RIDGE Ell. RAFTER RAFTER TAIL, EXISTING ROOF RAFTER TAIL, 3'%IIX2" DECK, a ROOF TO BE REROOF DECK 4 ROOF I RAFTER 12 TO BE REMOVED KEEP EXISTING DECK 1 TO BE REMOVED - 3 �' I RAFTER F BUILT-UP HEADER 9, 12„ fLCcTER NEW _Ekl NG rWALL Z-7 PANEL rAED PI, I - TOP OF POST EL_ • T-1 3/16" PURLIN -------------- Ir , - II \ I�IIII h 4X4 EXISTING POST I T P05T INIi�I� 'I I II BREEZEWAY ARDI✓ N ROO - FAMILY ROOM TO BE i IDL II 15,-`._,/d„ REMOVEDI i,, I!j/ 1 " .'IIr it '� r o A �. I L 1 I•_ 1/4" 4'-10 I/2 I t 23'-I6—I/4�" 'I EX',.5T1NG ­4X4 I--i-4X,4 . POST_. 4'-LONG.SLCB EXISTING SLAB I F'I?5T P05I=- 70P OF LOWER LEVEL SLAB EL. 0'-0" —� �EXISTWG P.T. 4X6 SILL rF,T7.4x6 SILL A CONC. 5L AB P.T. 4X6 SILL I ' r i EXISTING FOUNDATION IS 19'-4 1 /2" A SECTION 25'-1 1/2" I 10'-6" 10'-6" .2'-5 1/2" 2 1/4" 5'-4 1/4" 8'-0" 5'-8 3 3/4" EXISTING EXISTING - _- �I" ti t 4XI2 RAFTER 4XI2 RAFTER 5"XI61iz" RIDGE BEAM - L � I �3EDROOM �1 I. BEDROOM ""1 ��' LfYINCz FAMILY ROOM --'— -- :-_._— - — -----_ _ -5T PO B 2x8 BLT-UP FLR. BY DR J mix.. 5_EEPE=RS B' 5LDR - `-EXISTING -_ EXISTING EXISTING SLAB - EX,S7l P.T. 4X6 S'LL NEW 3''2 Xo" — NEW A" CONE, SLAB P.T. 4X6 SILL POST W1 CVRBDS ON POST SEAT NEW pOpTl`C -EXISTING —EXIST NG EXISTING —� FOUNDATION FOUNDATION FOUNDATION (4) SECTION ---P OF POST E'_. • lil VI6" 3 1/2" I P.T. 4X6 SILL 31,8„XI2" RAFTER 24'-3 1/2' 8'-13/4" 4'-1 A1-0" - 8'-13/4" I I I 'SPECIAL SOLID SOLID BLOCKING' BLOCKING t 31/0, �t13ix1,i R / t I I i % 3/e"XIO/z' BUILT-UP HEADER WALL \� PANEL % NOTES: ITEMS INDICATED WITH "BY BUILDER" Al NOT PRICED OR INCLUDED IN THE DECK HOUSE INC. Pl IT IS THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT. 2Q STEPS TO GRADE (NOT SHOWN) AS REQUIRED PER 51TE CONDITIONS. ALL DETAILS, MATERIALS AND LABOR BY BUILDER ® FOR ROOF CRICKET SEE DETAIL F-6 . PAGE F-T . IN THE CONSTRUCTION MANUAL. ADDITION NOTES ALL DIMENSIONS OF EXISTING CONDITIONS AND / OR JOINTS BETWEEN NEW AND EXISTING CONSTRUCTION ARE BASED ON DECK HOUSE INC. FILE COPY PLANS AND WILL REQUIRE FIELD VERIFICATION BY THE BUILDER, IT 15 THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND LEVEL JOINTS BETWEEN NEW AND EXISTING CONDITIONS. DECK HOUSE INC. DOES NOT RECOMMEND RE -USE OF STRUC- TURAL MATERIALS AND ASSUMES NO RESPONSIBILITY FOR RE -USED MATERIALS. THE BUILDER A55UME5 ALL RESPONS- IBILITY FOR REMOVAL AND REINSTALATION OF EXISTING ROOF STRUCTURE DURING REMOVAL AND REINSTALATION. IT 15 THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND WEATHER TIGHT CONDITIONS BETWEEN NEW AND EXISTING STRUCTURE. REUSE OF EXISTING PANELS 15 NOT RECOMMENDED DUE TO THE AMOUNT OF SEVERITY OF DAMAGE INCURRED IN THEIR REMOVAL FROM THE EXISTING STRUCTURE. WINDOWS AND SLIDING GLASS DOORS WITHIN THESE PANEL MAY BE INSTALLED IN THE NEW CONSTRUCTION, PROVIDED THAT CARE HAS BEEN TAKEN DURING THEIR REMOVAL TO MINIMIZE DAMAGE TO THE FRAME AND WEATHER SEALS, RESPONSIBILITY FOR THE INTEGRITY OF THE RE -INSTALLED WINDOWS Al DOORS RESTS WITH THE BUILDER AND / OR OWNER EXISTING POST, BEAM, FOUNDATION 4 DECK NEW POST, BEAM, 4 DECK NEW FOUNDATION -------____= TO BE REMOVED —---- I (2) POLES ON TOP FOR NA 20d NAILS - - SPLICE CUT I IN RAFTER 2 5/8" 11,'" 1y'll 1-3/4"I 3/4"� 3/4' (4) 1�z"0 x 2" LAG SCREWS i I WITH WASHERS EACH SIDE SITE - NOTCHED I , ---- -- --------- -------------- RAFTER =F-5-- - i 40 Sip -- `ell - P:3 I Ti OF PCS' �L • 6'-5 VI6" 1 ------------- I L-4:7 i 1 I II I 11 I MAHOG. SL' F9Au�_ 5' '"A�-10.o SL 5O I1Z"� x 4" MACHINE BO I I, GL. DR GL. CR GL. DR I � i I LTS. WITH WASHERS I n (3 IN 12 PITCH) SPECIAL NANCzEF2- TCP OF NEW SLAB EL. 0_-0" __. _. J I -~— ---- - _---- -- -:. t- __ ---- I '9 4 SCALE: 3„ - 1,-0„ -:--- g@ �s pqd 2 YOUR DRPJ;l VJST � r n E cl s d i2 I I TC= OF LOt:F_e LEVE_ SLAB EL. 0'-©"fF�. ,x„a »GE E..LDER I --------- -- AT THE r, a �r E�Y P7 S NO-7UB�a.ZEAP:D DEPTH BUILDING DURING THE IR�PECTIflP, IS REQUIRED BEFORE THE � 4" GONG. SLAB PF?QG.,cSC CPTi'„^ r� v r_ Ci I ';. 4. I I ECCCn_TEL,SPCURED. 5iCeTtyi tIU{LDS^ a GEPA RTIll BUILDING DEPAR T MEI T `T Tam of I I Dartmouf Town of Dartmouth {-L---------------------------------------------- SECT IO* i FIFE STOPPIN0 REQUIREMENT JG I V II�� 0P Penetrations thrLa ro;vd tr �lfs and floors shall b: 4IX.HIDDEN ELEVATION 4 sealed VfPuh a n, i � I In° of preventing the -- pa`°sv: 3 Of ft, :',�.; ij ho ;�esssDS when subjectil - ��+� »a r to the requircni--nts cf the Test Standard tpecific for Fire Stops ASTM-E-514. mill Jor Model NO.ADD1T,oN Job No. COPYRIGHT© 1- keeping wrath t-s p•+y n r- % ng complete architectw•a! e+auvys AUSTIN & JANE OLNEY 9346 r-. scary for f•n.micmig and Mn. ar, permit s. co a components DECK DECK 0 U S E INC rr- Inc indua r on and piing materials, components and 32 MISHAUM POINT ROAD by DECK HOUSE, Inc ri ns which mr r ut.,+,.r m W standard DECK hTUSE cmnpaoil E Doled DesfQner. These d in ny not ::-loge a opfrnns srtected /: v tie responsibility oe the client and 3 S. DARTMO UTH, MA i 1-18-02 LZ, WC. -be used in ¢ray way c tractor to agum•it thertisehvg with the contents of the DECK ; 1 without the written i E component packagr 1, 1 that any malmall or smices rat � 930 Main Street, Acton Mass. Phone (781) 259-9450 permission of the by DECK F^"SE Inc al cmwred in the contract between tie j Subject SECTIONS Scale Reviffill 12-03-02 Sheet No. ci,ra and con.'*acter 4 of 6 copyright owner. & ELEVATION 1/4" = 1'-0' 12-18-02 OF EXIST t W = V FLR EL. C-C" I i I 31,2,XSI POST P.T. AX4 SILL 4" CONC. SLAB � SECTION E N N FOUNDATION FLAN /, keeping with its pohr en r-vft..c rcr•.piefe architectural dra¢ings .-essary for finarn. g and t^jild .g permit requirements. DECK r-;,'SE Inc indicates on then pae�s mstenals, components and e-ves which are rs vrtu.ded in D.e strLdard DECK HOUSE con:ponenf f"-kage o* optiens ntecfrt If is the resry.+istbilsty of the client and r^fraclor to agnam^l thernsehes with the contents of the DECK F"'SE component package to en t5ef eny materials or services not rr., hed by DECK E. ": F. Inc aer ceeerrd in the contract between the r(vrnt and confraotr All INC I DECK I HOUSE l 930 bfain Street, Acton Mass. Phone (781) 259-9450 NOTES: L EXISTING FOUNDATION WALL NEW FOUNDATION WALL ITEMS INDICATED WITH "BY BUILDER" ARE NOT PRICED OR INCLUDED IN THE DECK HOUSE INC-'PACKAGE. IT 15 THE CLIENT AND CONTRACTORS RESPONSIBILITY TO ACQUAINT THEMSELVES WITH THESE ITEMS AND COME TO A CONTRACTUAL AGREEMENT, ALL DIMENSIONS OF EXISTING: CONDITIONS AND / OR JOINTS BETWEEN NEW AND EXISTING CONSTRUCTION ARE BASED ON DECK HOUSE INC. FILE COPY PLANS AND WILL REQUIRE FIELD VERIFICATION BY THE BUILDER. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND LEVEL JOINT5 BETWEEN NEW AND EXISTING CONDITIONS. DECK HOUSE INC. DOES NOT RECOMMEND RE -USE OF 5TRUC- TURAL MATERIALS AND ASSUMES NO RESPONSIBILITY FOR RE -USED MATERIALS. THE BUILDER ASSUMES ALL RESPONS- IBILITY FOR REMOVAL AND REIN5TALATION OF EXISTING ROOF STRUCTURE DURING REMOVAL AND REIN57FALATION. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE FLUSH AND WEATHER TIGHT CONDITIONS BETWEEN NEW AND EXISTING STRUCTURE. 10" POURED CONCRETE FOUNDATION NOTES: -FOOTINGS TO BEAR ON UNDISTURBED SOIL. -WALL FOOTINGS AS REQUIRED BY FOUNDATION TYPE, SOIL CONDITION AND/OR LOCAL CODES. -REINFORCING OR ADDITIONAL ENGINEERING AS REQUIRED BY SITE CONDITIONS AND/OR LOCAL CODES IS THE RESPONSIBILITY OF THE BUILDER AND/OR OWNER. -INSTALL 1/2" DIA. ANCHOR BOLTS WHERE SHOWN AS: DBL. 2x6 P.T. SILL + 4x& P.T. SILL (Install 21/1" from face of wall) (Install 11112" from race or wall) DBL. 2x& P.T. SILL + DBL. 2x4 P.T. SILL (Install 3" from face of wall) (Install I'/7° from Face of wall) EXPOSED HEIGHT EQUAL TO SILL DIMENSION. EMBED BOLTS A MINIMUM OF (0'-8") NO MORE THAN 0'-0") FROM THE END O= EACH SILL SECTION, WITH A MIN. OF TWO ANCHOR BOLTS PER SILL SECTION. SPECIAL CONDITIONS: THE BUILDER ASSUMES ALL RESPONSIBILITY FOR PROVIDING ACCESS FOR DUCT AND PLUMBING CHASES BELOW CONCRETE 5LAB5 AND THROUGH FOUNDATION WALLS AS REQUIRED. IT IS ALSO THE RESPONSIBILITY OF THE BUILDER TO PROVIDE OPENINGS IN THE FOUNDATION FOR WINDOWS, DOORS AND BULKHEADS NOT SUPPLIED BY DECK HOUSE- INC- THE BUILDER WILL PROVIDE ADEQUATE LIGHT AND vENTILATION FOF' BASEMENTS AND/OR CRAWL SPACES AS REQUIRED BY LOCAL CODES 3❑ INDICATES FACE OF SITE APPLIED SHOE OR SILL, FOR SILL SIZE REFER TO THE FOUNDATION PLAN. [] BUILDER TO COUNTERSINK ANCHOR BOLTS IN THIS AREA. (MAX. 5-I/2" ABv. FDN. WALL). g� ALL ExTERIOR DECK FOUNDATIONS TO BE MINIMUM 12" DIA. ON A 24"44'xl2" DEEP FOOTING ON UJDISTRJBED SOIL. TOP OF 12" DIA. NO. e ELf-) 6" BELOW FINISHED GRADE ALL INTERIOR FOOTINGS TO BE A MIN. 3O"x30"xl2" DEEP. TOP OF FOOTING ELEV. AT C-) 4" OR 45 INDIVIDUALLY NOTED. FIRE STOPPINC, REQUIREMENT Penetrations thra ratod vja s and floors shall be sealed with a rna.,teric".;i C^tzic'. i O'( 17P'^`JLntii7tj the paS^age of i c, a t but (r iC' whon subjectec to the rc tPJtsc r r? of ,,,o Ibst `,isndard sr€cific for Fire Stops ASTM-f=�-S14. r-1 W. {� P m rlCl9 Pimp Dubs net � �( YOUR DROUNING VJST 13£ KEPT AT THE BUILDING DURING THE PROGRESS OF THIS Nv'ORPC DU1LDiNG DEPAPTNIENT Town of Darlr ca," Restdener for. Modal Na Job No. AUSTIN & JANE OLNEY ADDITION 9346 32 MISHAUM POINT ROAD S. DARTMOUTH, MA Dated D 12-18-02 eaiprkeO. WC. Subfeci• Scale: Revttlon Sheet No. FOUNDATION PLAN 1/4" = 1 —0" 5 of 6 SONO-TUBE SIZE AND DEPTH INSPECTION IS REQUIRED BEFORE THE CO!iORETE iS POURED. GUILDfAd%, DEI^h; TN,"E,`4T Toy.:, ref Da lmL.t7 �r_[ ) k[, co, COPYRIGHTo by DECK HOUSE, Inc. These plans may not be used in any way without the written permission of the copyright owner. TOP OF P05T EL. • �_I 3/i6" m , 3 1/2" TOP OF FIN. FLR. EL. 0--0" P.T. 4x6 SILL CON E[)GE)-/j1!F!T!! TOP OF POST EL. + 1'-1 3/16" y % 3'Xla EX15TING ROOF F 5"xl6'ia" RA -' TO BE REROOF RIDGE BM. I _ _ Ile URLIN t , , TOP OF P05T EL. • 1=1 3/16" 3h x S m II'-10 1/4" 3'-5 311" r ` --" 3 1/2" EXISTING- SLAB TOP OF FIN, FLR EL. 0'-0" P.T. 4x6 SILL `-EXISTING CON EDGE)-/ 3j4" FIN. FLR. P.T. 4X& SILL 5je" PL1'WD. SUBFLR BY BLDR. 2x4 5LEEPERS 4" GONC. SLAB EXISTING FOUNDATION SECTION A m 3 1/2 TOP OF FIN. FLR EL. 0'-0" P.T. 4x6 51LL (ON El --)GE)- TOP OF POST EL. • 6'-6314" v m @ S TOP OF SLAB EL. 0'-0" EXISTING "xl6'�z:, RAFTER RAFTER TAIL, RIDGE BM., DECK, t ROOF / TO BE REMOVED I? 1 a= - 3 p _ jiN X II'-10 I/4" 3'-5 3/4" 2x4 SHOE 51TE APPLIED FO ':ON 5ECTION D 24'-3 "- 12'-I 3/4" _ 12 -1 3/4^ 1 4 ! 131/1:, RGFT�� F!LLER BEAM 3 -101/4" 2x4 5NOE SITE APPLIED \—P.T. 4x6 SILL (ON EDGE) SECTION 4 4' O" r, 4x6 SILL �' CN EDGE) 1 TOP OF POST EL. • 6'_0314" v ml S TOP OF SLAB EL. 0'-0" 314"X12" EXISTING 5"xl6'%" RAFTER RAFTER TAIL, RIDGE B 1. DECK, ! ROOF TO BE REMOVED 3I/e"x13112" ` PURLIN EXISTING =„ POST IITO BE ;1 REMOvED',, II'-10 1/4" 3'-5 3/4" BLD 1 FIN. FLR. EXIST. SILL A5 PW LYD. SUBFLR. BY BLDR REQ'D. 2x4 SLEEPERS 4" CONC. SLAB 5ECTION B SECTION I TOP OF POST ELF• 6'-2 5/16 S TOP OF SLAB EL0'-0" SECTION 5 —EXI5TIN3 FOUNDATION nA� a irn� "-x6 SILL EDGE) F e=eptng with its policy on prmiding con:.rete architectural drawings ne-essary for finarring and build:" permit require ts, DECK F --IF, !nc i-3d aces on these plan_ materials, camponents and -res which are w! iu!,ded m the s!andard DECK NOISE component pi -cage or optsc sole-ted. 11 ss the responsibility of the client and .Tractor to "v ,avnf the- clres uith the contents of the DECK F "E campovN putage to en Nat any materials or senea ues t rr.-lud i DECK XO;.'S£. Inc are cored in the contract between the and coNractc- 31%"X12" EXISTING 5"x161.7" RAFTER RAFTER TAIL, RIDGE BM. DECK, ! ROOF TO BE REMOVED 31ie x 131,z I TOP OF POST EL. + 7-1 3/16" .1 � 1 _ h 11'-IC 1/4" 1 3'-5 3/4" 1 r TOP OF FIN.. FLR. EL. 0'-0" J _ - --------- P.T. 4x6 SILL --__ CON EDGE) L BLDR. TO GUT 3<" FIN. IllI I EXIST. SILL AS PLYWD. SUBFLR BY BLDR REQ'D. 2x4 SLEEPERS 4" CONIC. SLAB EXISTING FOUNDATION SECTION C TOP OF POST EL. • 6'-034" M TOP OF SLAB EL. 0'-C" TOP OF POST EL- + 6'-2 5/16" c s r S TOP OF SLAB EL_0'-0" 5ECTION DECK HOUSE, INC I 130 Main Street, Acton Mass. Phone (781) 259-9450 f 5ECTION 2 $ 3 "ILL C ! ` NOTES: FILE Co Jr� c -3 IN 12 ROOF PITCH I -3 12" RIGID INSULATION -3x6 LAMINATED ROOF DECKING 3'e"x12" ROOi TYPICAL OR AS NOTED -4x4 POSTS TYPICAL OR AS NOTED -4x6 PRESSURE TREATED SILL TYPICAL OR A5 NOTED -10" POURED CONCRETE FOUNDATION WALLS l Yam E a dG Cr 4 Y,t ;,:Is AT DUR D gING &SJST 6E K:_pT THE TH 0,jti.Di;dG LiU IfltC- E PPOG: rE'SS Cr T6,;8 6le.,iiK. , �f1rLOsra ern, � � 1rr�7 ""Y Gt D- .Ffmi _j4 So*:O-TU31° Q172 AM DEP'TH IF%ETO''1pFD BEFORE INSPECTION n4x6 SILL iUFD. N EDGE) THECOO- CUll LS,s DriTNENT 's`o.tis �c D�sfb FIRS 6i)& plN,� 0�lREt_ i!E%l7 ---- -nd fseass shill be r�/� ♦� r� y� 1 r PF,`notr,,ito1ls VVU Fc the :. tal��unt'tng ser-10:1 v,1'stiCC(1C 1t d1 f r1E➢'it�Gt i t: ruJ subjerea t�EraC(� GftC „O vcC to tu . Test An rlL Ropy Retldencr for. Yodel Na fob No. AUSTIN & JANE OLNEY ADDITION 9346 32 MISHAUM POINT ROAD ve�tigrser S. DARTMOUTH, MA WC r. SatbjreL• Stale: Rn>{alon Sher! No. SECTIONS 114" = 1'-O" 6 of 6 TOP OF P05T EL. • 1=1 3/16" 3h x S m II'-10 1/4" 3'-5 311" r ` --" 3 1/2" EXISTING- SLAB TOP OF FIN, FLR EL. 0'-0" P.T. 4x6 SILL `-EXISTING CON EDGE)-/ 3j4" FIN. FLR. P.T. 4X& SILL 5je" PL1'WD. SUBFLR BY BLDR. 2x4 5LEEPERS 4" GONC. SLAB EXISTING FOUNDATION SECTION A m 3 1/2 TOP OF FIN. FLR EL. 0'-0" P.T. 4x6 51LL (ON El --)GE)- TOP OF POST EL. • 6'-6314" v m @ S TOP OF SLAB EL. 0'-0" EXISTING "xl6'�z:, RAFTER RAFTER TAIL, RIDGE BM., DECK, t ROOF / TO BE REMOVED I? 1 a= - 3 p _ jiN X II'-10 I/4" 3'-5 3/4" 2x4 SHOE 51TE APPLIED FO ':ON 5ECTION D 24'-3 "- 12'-I 3/4" _ 12 -1 3/4^ 1 4 ! 131/1:, RGFT�� F!LLER BEAM 3 -101/4" 2x4 5NOE SITE APPLIED \—P.T. 4x6 SILL (ON EDGE) SECTION 4 4' O" r, 4x6 SILL �' CN EDGE) 1 TOP OF POST EL. • 6'_0314" v ml S TOP OF SLAB EL. 0'-0" 314"X12" EXISTING 5"xl6'%" RAFTER RAFTER TAIL, RIDGE B 1. DECK, ! ROOF TO BE REMOVED 3I/e"x13112" ` PURLIN EXISTING =„ POST IITO BE ;1 REMOvED',, II'-10 1/4" 3'-5 3/4" BLD 1 FIN. FLR. EXIST. SILL A5 PW LYD. SUBFLR. BY BLDR REQ'D. 2x4 SLEEPERS 4" CONC. SLAB 5ECTION B SECTION I TOP OF POST ELF• 6'-2 5/16 S TOP OF SLAB EL0'-0" SECTION 5 —EXI5TIN3 FOUNDATION nA� a irn� "-x6 SILL EDGE) F e=eptng with its policy on prmiding con:.rete architectural drawings ne-essary for finarring and build:" permit require ts, DECK F --IF, !nc i-3d aces on these plan_ materials, camponents and -res which are w! iu!,ded m the s!andard DECK NOISE component pi -cage or optsc sole-ted. 11 ss the responsibility of the client and .Tractor to "v ,avnf the- clres uith the contents of the DECK F "E campovN putage to en Nat any materials or senea ues t rr.-lud i DECK XO;.'S£. Inc are cored in the contract between the and coNractc- 31%"X12" EXISTING 5"x161.7" RAFTER RAFTER TAIL, RIDGE BM. DECK, ! ROOF TO BE REMOVED 31ie x 131,z I TOP OF POST EL. + 7-1 3/16" .1 � 1 _ h 11'-IC 1/4" 1 3'-5 3/4" 1 r TOP OF FIN.. FLR. EL. 0'-0" J _ - --------- P.T. 4x6 SILL --__ CON EDGE) L BLDR. TO GUT 3<" FIN. IllI I EXIST. SILL AS PLYWD. SUBFLR BY BLDR REQ'D. 2x4 SLEEPERS 4" CONIC. SLAB EXISTING FOUNDATION SECTION C TOP OF POST EL. • 6'-034" M TOP OF SLAB EL. 0'-C" TOP OF POST EL- + 6'-2 5/16" c s r S TOP OF SLAB EL_0'-0" 5ECTION DECK HOUSE, INC I 130 Main Street, Acton Mass. Phone (781) 259-9450 f 5ECTION 2 $ 3 "ILL C ! ` NOTES: FILE Co Jr� c -3 IN 12 ROOF PITCH I -3 12" RIGID INSULATION -3x6 LAMINATED ROOF DECKING 3'e"x12" ROOi TYPICAL OR AS NOTED -4x4 POSTS TYPICAL OR AS NOTED -4x6 PRESSURE TREATED SILL TYPICAL OR A5 NOTED -10" POURED CONCRETE FOUNDATION WALLS l Yam E a dG Cr 4 Y,t ;,:Is AT DUR D gING &SJST 6E K:_pT THE TH 0,jti.Di;dG LiU IfltC- E PPOG: rE'SS Cr T6,;8 6le.,iiK. , �f1rLOsra ern, � � 1rr�7 ""Y Gt D- .Ffmi _j4 So*:O-TU31° Q172 AM DEP'TH IF%ETO''1pFD BEFORE INSPECTION n4x6 SILL iUFD. N EDGE) THECOO- CUll LS,s DriTNENT 's`o.tis �c D�sfb FIRS 6i)& plN,� 0�lREt_ i!E%l7 ---- -nd fseass shill be r�/� ♦� r� y� 1 r PF,`notr,,ito1ls VVU Fc the :. tal��unt'tng ser-10:1 v,1'stiCC(1C 1t d1 f r1E➢'it�Gt i t: ruJ subjerea t�EraC(� GftC „O vcC to tu . Test An rlL Ropy Retldencr for. Yodel Na fob No. AUSTIN & JANE OLNEY ADDITION 9346 32 MISHAUM POINT ROAD ve�tigrser S. DARTMOUTH, MA WC r. SatbjreL• Stale: Rn>{alon Sher! No. SECTIONS 114" = 1'-O" 6 of 6