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BP-61312
PROPOSED ALTERATIONS/ADDITION - TO EXISTING DWELLING AT FlLilF �OFV TO N OF DARTHOUTH { RECOM PLAII t A Copy Of This Endorsed !, so Kept -on S c Dutim$ strc ion Date f p-=P3—low i ----------------------------------------� - - - -----------� L_J ---------------------------- - - �l 2-` 7 a 2Xz x 1Z'6,� 7y a" / ,b '33� tf �I�AOFp4sS 9c t b 9 o� HALIM A z cHot�sa 7 z"7 FG/ST Ln PROJECT LOCATION LOCUS MAP SCALE 1"=300't V C/ i INDEX OF DRAWINGS SHEET DESCRIPTION 1. 2. 3. Bog COVERSHEET SITE PLAN GENERAL NOTES & FOUNDATION LAYOUT FIRST FLOOR LAYOUT SECOND FLOOR LAYOUT & SIDE ELEVATIONS FRONT & REAR ELEVATIONS FIRST & SECOND FLOOR FRAMING ROOF LAYOUT & ROOF FRAMING SECTIONS & DETAILS 110 MPH WIND DETAILS PREPARED FOR: T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH, MA 02747 PREPARED BY: CHOUBAH ENGINEERING GROUP, P.C. Ll 1 II CONSULTING PROFESSIONAL ENGINEERS 112 STATE ROAD, NORTH DARTMOUTH, MA 02747 TET—(508) 858-5040 FAX-(508) 858.5041 www.choubahgroup.com SEPTEMBER 28, 2010 PROJECT No 10-302 M OT:69 • �'0700z - \ • \ T. 1 10 GRANDFATHE�ED REAR SETBACK - - - - - - - - - / I _____ — — — — — — — 1 _/ Existing Ti 20' REAR SETBACK ee I I \ I I '•. INSTALL HAYBALES AT 10 _ I •.,•,• BVW BUFFER PRIOR TO I I / I CONSTRUCTION (TYPICAL) 1 100' oF>• B x 100 �98 99 PROPOSED _ I w 10' DECK geed I 6'x12' _ I N N I �' /;/�, NI I I PROPOSED 79.40' I I c 04 GARAGE 22'x28' f,-V fP ing Owe//hg 9 T.O.F. = f00.95 PROPOSED 14'd4' I y I i a I / 8' COVERED PORCH W 60' FRONT SETBACK / v, /— — — — — — — J � I Feoe'¢//-------J T of GAFFNEY ROAD I "=30' SCALE IN FEET 0 15 30 60 120 REMOVE EXISTING ROOF STRUCTURE TO ACCOMMODATE NEW SECOND FLOOR LAYOUT & ROOF STRUCTURE (REFER TO FLOOR LAYOUTS SHEETS #4 & #5) In Bog PROJECT - LOCATION LOCUS MAP SCALE 1"=300'± SITE DATA ADDRESS: 161 GAFFNEY ROAD, DARTMOUTH, MA ASSESSORS MAP 19 PARCEL 8 ZONING DISTRICT: SRB AREA: 40,293 Sq.Ft. DEED BOOK: 1611 PAGE: 873 PLAN BOOK 83 PAGE: 105 LEGEND SYMBOL DESCRIPTION EXIST. CONTOUR _.� PROP. CONTOUR PROPERTY LINE T.O.F TOP OF FOUNDATION ©E3E3E3E3E3E3 HAYBALE EROSION BARRIER TP O TEST PIT LOCATION E) EXISTING WELL • EXISTING WETLAND FLAG '= EXISTING PINE TREE > EXISTING HARDWOOD TREE ZONING: MINIMUM SETBACK REQUIREMENTS: FRONT: 60', SIDES: 20'. REAR: 20' GRANDFATHERED SETBACKS: FRONT: 30', SIDES: 10'. REAR: 10' MINIMUM LOT AREA: 80,000 S.F. MINIMUM LOT FRONTAGE: 100' MAXIMUM STRUCTURE HEIGHT: 35' PERCETNAGE OF LOT COVERAGE: 50% OR LESS ..... A. CONSULTING PROFESSIONAL ENGINEERS � 112 STATE ROAD (Rte. 6) No. DARTMOUTH, MA 02747 TEU(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD, DARTMOUTH, MA Frepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH, MA OWNER AND ALL CONTRACTORS TO CHECK AND VERIFY EXISTING DIMENSIONS & CONDITIONS IN FIELD BEFORE STARTING CONSTRUCTION AND TO NOTIFY CHOUBAH ENGINEERING GROUP OF ANY MATERIAL OR DETAIL CHANGES. S H OF MAss� HALIM A o CHO,? 3nta s v C No. OFF STEM" lily FNv� , Revisions Project Number..10-302 Scale: 1" =30' Designed By: IES Drawn By: IES Checked By HC Sheet Title: SITE LAYOUT PLAN Fill w/ eeal¢r -tI If Specified ` p�()\ i I� , -6"xb' P.T. POSTS ON 184 'a CONCRETE SONG TUBES 4' MIN. BELOW GRADE (TYP) Slab depth Note: (I" mint Saw cute Shell be made wlthln 34 hrs. d(ler Sleb is pour¢a i`Df ;gyp 10" �II"F JRCED LONG. TYFO. Slab Control JOlnt - - __ FOUNDATION WALL w/ (2)-5 Not to Scale REBAR AT TOP 4 BOTTOM ? Yl'-b. 2b-6• .. 9 I ------------ --- 23'-6" - I •' r-----------yam I 20" WIDE x 12" DEEP/ - - - - - - - -- -- -- - - - .a I I REINFORCED Cow- I I- - .. --- -- -- I I FOOTING w/ (3) 5'S I I m .. r-- 7-�20" W- x I'-0" DEEP ------- ---- -- .• I n REINFORCED CONCRETE �• I FOOTING w/ (3) 5'S CONTIN DROP DOWN FOR I 3'-0" DOOR I ID" RCONIC. EXISTING a" CONCRETE I FOUNDATION WALL w/ (2)-5 FOUNDATION WALLS REBAR AT TOP 4 BOTTOM O I `2m" WIDE x r-0" DEEP � ON �E GGNSiRUCTION I REINFORCED CONCRETE q„ (3�00 PSI) CONIC. SLAB w/ FOOTING w/ (3) 5'S CONTIN. 6x6 W POR W1UF. 4 6 MIL POLY VAPOR BARRIER OVER 10" RENFORCED CONC. MIN a" OF 1/2" TO 3/4" FOUNDATION WALL w/ (2)-5 CRUSHED STONE REBAR AT TOP 4 BOTTOM 'I I •. 1 DROP 001N FOR S'-0" OVERHEAD DOORS I L--- --- ---- - - - - - - - - - - - - - - - - - - - - - - - - t---t---------- 1---I----------------- a' is 0 10" REINFORCED CONIC.\ FOUNDATION WALL w/ (2)•5 REBAR AT TOP 4 BOTTOM 20" WIDE x 12" DEEPS EXISTING 9" CONCRETE EXISTING a" CONCRETE REINFORCED CCNC. FOUNDATION WALLS FOUNDATION WALLS FOOTING w/ (3) 5'S I' o I ' 14' 1 i EXISTING S" CONCRETE - - FOUNDATION WALLS in 10'-6" CEDAR SHINGLE SIDING- L4' EXTERIOR GRADE FI-WIOOD SHEATHING W/TYVEK HOUSE WRAP1 2"x6" P.T. SILL WITH SILL SEALER - Vt"4 ANCHOR BOLTS • 4' O.C. 4 WITHIN 12" OF ALL CORNERS 10" CONC. FOUNDATION WALL WITH 2-5 RE -BARS PLACED TOP 4 BOTTOM OF WALL (TYP) 2"x6" STUD WALL • 16" O.C. (TYPICAL) %" TYPE •X" GYPSUM BOARD WITH PLATER FINISH. (TYPICAL) R-19 INSULATION 4' PREMOULDED JOINT /-FILLER 4 MASTIC FILLER 6" CONCRETE SLAB 2" R-10 RIGID INSULATION ADHERED TO INSIDE FACE OF CONIC. FOUNDATION WALL EXTEND DOWN TO TOP OF FOOTRYs (TYP) R"x20" FOOTING W/ 2x4 CONT. FTG. ., _ KEY (3>-5 RE -BARS COW. TYP. FOUNDATION 'a GARAGE WALLS SCALE: 1/2"m F -0" a 2"x6" STUD WALL • IS" OL. %" TYPE •X" GI.PSUM BOARD - CEDAR SHINGLE 81DING WITH PLATER FINISH. (TYPICAL - R-19 INSULATION It' EXTERIOR GRADE PLWOOD m m SHEATHING W/ TYVEK HOUSE WRAP e4' PLYWOOD TAG " SUB -FLOOR (TYP) 2"xb" P.T. SILL WITH SILL SEALER 44 ANCHOR BOLTS • 4' OZ. 4 2"x8" FLOOR JOISTS WITHIN 12" OF ALL CORNERS 14" PREMOULDED JONT rD "' "--� FILLER 4 MASTIC FILLER 4" CONCRETE SLAB W/6xbxl0/lowiuF_ FINISHED GRADE 2" R-10 RIGID INSULATION ADHERED TO 10" CONIC- FOUNDATION WALL INSIDE FACE OF CONIC. FOUNDATION WALL WITH 2-5 RE -BARS PLACED EXTEND DOWN TO TOP OF FOOTING (TYP) TOP 4 BOTTOM OF WALL (TYP) b"x6° P.T. POSTS ON IB'4 / '. PROPOSED FOUNDATION LAYOUT `°"`.B� S°N° TUBES °) ` ° �ti'm" FOOTING W 2x4 °°NIT. FTC 4' MIN. BELOW GRADE (TYP) 5'-T" KEY (3)-5 RE -BARS CONT. SCALE: 1/4 .1 -0" 1 - -. _ o ' f " ` m ---, -, GENERAL NOTE D ('D �° ; %D } 1, ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE 7th -�" 12'-4• EDITION AND IT'S APPLICABLE REFERENCED STANDARDS. 2. ANY DEVIATIONS FROM THE CONTENTS OF THESE PLANS WITHOUT WRITTEN CONSENT OF THIS ENGINEER WOULD MAKE IT NULL AND VOID. 16. NO FOOTINGS SHALL BE PLACED IN WATER. 3. THE CONTRACTOR SHALL NOTIFY DIG SAFE PRIOR TO ANY WORK IN ORDER TO LOCATE ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. THIS ENGINEER ASSUMES 17. STRUCTURAL LUMBER SHALL BE HEMFIR12 (OR AS NOTED ON THE PLANS) OR 27. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH: A. SLABS ON GRADE.......:...........4000 PSI NO RESPONSIBILITIES FOR ANY EXISTING UTILITY INFORMATION OR LOCATION. THE CONTRACTOR CONSTRUCTION GRADE AS LISTED IN THE NATIONAL FOREST PRODUCT ASSOCIATION 'NATIONAL B') ALL OTHER CONCRETE.,„ ....... 3000 PSI RELOCATION OF EXISTING SERVICES WITH THE SHALL COORDINATE THE REMOVAL PRIOR APPROPRIATE UTILITY COMPANY PRIOR TO DEMOLITION. DESIGN SPECIFICATIONS FOR STREET -GRADE LUMBER AND ITS FASTENING- THAT HAVE ALLOWABLE UNIT STRESSES IN EXTREME FIBER IN BENDING EQUAL TO OR GREATER THAN 28. PROVIDE TOTAL AIR ENTERTAINMENT OF 6Rf FOR ALL CONCRETE EXPOSED TO WEATHER. 4. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE FOR MOST 140OPS1 AND MODULES OF ELASTICITY EQUAL TO OR GREATER THAN 1.500,000 PSI. 29. MAXIMUM WATER/CEMENT RA110 - W/C - 0.45. (PROVIDE A HIGH -RANGE WATER REDUCING NEARLY SIMILAR CONDITIONS AS DETERMINED BY THE ENGINEER. 18. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LACAL BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE ADMIXTURE AS REQUIRED TO INCREASE WORKABILITY OF THE CONCRETE). 5. THIS ENGINEER HAS NO CONTRACT WITH OWNER TO SUPERVISE OR OBSERVE THE BUILDING CODE AND/OR ANY APPROPRIATE AUTHORITY HAVING JURISDICTION OVER CONSTRUCTION AT PROJECT SITE. 30. FOLLOWING CONCRETE NIMUIMFYIELD ORCINSTRHALL BENGTH E IN ACCORDANCE WITH ASTM g615 AND HAVE THE CONSTRUCTION OF THIS PROJECT. IT IS THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY TO INSURE FULL COMPLIANCE AND NOT OF THIS ENGINEER. A.) MAIN REINFORCING STEEL.....................................60 KSI 19. BOTTOMS OF ALL FOOTINGS SHALL BE 4'-0" MINIMUM BELOW FINISH GRADE. B.) TIES k STIRRUPS..................................................40 KSI 6. CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 20. ALL BOTTOMS OF FOOTINGS SHALL BEAR ON VIRGIN SOIL WITH A MINIMUM BEARING 31. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185. 7. CONTRACTOR SHALL SHORE, BRACE OR OTHERWISE SUPPORT THE STRUCTURE AS REQUIRED IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY AT ALL TIMES. CAPACITY OF PSF (TO BE VERIFIED BY A P.E. ON ENGINEERED OFILL THE ENGINEERED FILL SHALL BEUCOMPACTED IN 8RING o LOOSE LAYERSN), OR SHALL TO OO AR 95% PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: 32A.) FOOTINGS (MASONRY, STEEL, WOOD, ETC.) OF THE SPECIFIED MAXIMUM DRY DENSITY AS ESTABLISHED BY ASTM D-1557-78, METHOD D. THE COMPACTION SHALL BE DETERMINED BY ASTM DESIGNATION ,OTHERWISE, •••••••••••••••••••R H•••••••3 INCHES B.) CONIC. EXPOSED TO WEATHER OR EARTHINCHES 8. CONTRACTOR WILL NOTIFY ENGINEER IMMEDIATELY ANY DISCREPANCIES IN THE D1556-82, D2167-66, D2922-81, OR OTHER APPROVED NUCLEAR DENSITY TESTING DEVICE. .......3 C.) SLABS ON GRADE............................................(SEE T. SECTIONS) IPUCTION DRAWINGS AND WILL NOT PROCEED WITH WORK IN THOSE AREAS UNTIL DISCREPANCIES ARE RESOLVED. 21. ENGINEERED FILL UNDER SLABS AND FOOTINGS SHALL CONSIST OF GRANULAR SOIL FREE 33. MAXIMUM CONCRETE WALL LENGTHS BETWEEN CONSTRJOINTS SHALL BE 60 FEET. _ OF ORGANIC MATTER AND CONFORMING TO THE FOLLOWING LIMITATIONS ON GRADATION: 9. ANY DEVIATIONS FROM THE CONTENTS OF THESE PLANS WITHOUT WRITTEN CONSENT A) MAXIMUM SIZE OF PARTICLES .......... 3 INCHES B.) RETAINED ON 3/4• SIEVEMAXIMUM 34. REINFORCING LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI-318-83 FOR TENSION LAP SPLICES, CLASS C. UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING OF THIS ENGINEER WOULD MAKE IT NULL AND VOID. ...............3ox C.) PASSING NO. 100 SIEVE.................45% MAXIMUM IN PERIMETER WALLS SHALL BE LAPPED 24" MINIMUM. 10. THIS ENGINEER IS NOT RESPONSIBLE FOR MECHAN WORK OR DESIGN. K%AL. PLUMBING AND ELECTRICAL 0.) PASSING NO. 200 SIEVE..................8x MAXIMUM THE GRADATION SHALL BE DETERMINED IN ACCORDANCE WITH ASTM DESIGNATION D422. 35. PROVIDE MATCHING DOWELS INTO FOUNDATION WALLS AT ALL VERTICAL REINFORCEMENT LOCATIONS. (SEE TYPICAL SECTIONS AND DETAILS ON DRAWINGS). 11. LOCATIONS OF ALL UTILITIES MUST BE DETERMINED IN THE FIELD BEFORE EXCAVATING BY THE CONTRACTOR. WE ASSUME NO RESPONSIBILITY 22. ALL FOUNDATION WALLS SHALL BE BACK FILLED AFTER 28 DAYS OF CONCRETE PLACEMENT. (THIS TIME MAY BE REDUCED IF A HIGH EARLY STRENGTH CONCRETE S 36. ALL WORK SHALL CONFORM M THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. SUBSTITUTED PER APPROVAL OF THE ENGINEER, OR IF THE WALL IS ADEQUATELY BRACED). AND IT'S CODE OF STANDARD PRACTICE. 12. NOTIFY ENGINEER OF ANY FIELD CONDITIONS WHICH DIFFER FROM THOSE SHOWN OR IMPLIED DURING ALL FOUNDATION WALLS, THE FILL SIDE THE WALL SHALL KNOT EXCFILL EDOA 2NS 00' DIFFERENTIAL, UNLESS DFOR F 37. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHAP23. ES SHALL CONFORM TO ASTM A-36. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325. ON THE DRAWINGS. THE WALL IF S DESIGNED RETAINING ACTION. 13. IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN THIS STRUCTURE IN A SAFE WAY. ALL SERVICE 24. FOR PENETRATIONS THROUGH CONCRETE FOUNDATION WALLS EXCEEDING 38. TUBULAR STEEL SECTIONS SHALL CONFORM TO ASTM A-500, GRADE B. (Fy=46 KSI). 39. EQUIPMENT, MEANS OF EGRESS DEVICES AND SAFE GUARDS WHICH ARE REQUIRED BY THE ICC 2009 SHALL BE MAINTAINED IN GOOD WORKING 8"0, REINFORCE WALL AROUND PERIMETER W/4-15 BARS, EACH FACE IN A DIAGONAL PATTERN EXTENDING ALL WELDING OPERATIONS SHALL BE PERFORMED BY AWS CERTIFIED WELDERS IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS. ORDER. 2'-6' BEYOND OPENING TYPICAL COORDINATE ALL OPENING LOCATIONS WITH ENGINEER. USE E-70XX WELDING ELECTRODES. 14. THIS ENGINEER IS NOT RESPONSIBLE FOR ANY HIDDEN STRUCTURAL PROBLEMS. 25. SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW. DESIGN I DADS: 15. THE USE OF THIS STAMP IS FOR ENGINEERING ONLY. 26. ALL CONCRETE WORK SHALL CONFORM TO ACE 318 AND 301 REQUIREMENTS. THIS SHALL LIVE LOADS: SNOW 30 PSF ASSUMED SOIL BRG. CAPACITY 2.0 KSF WIND LOADS 110 MPH 17. NAILING SHALL CONFORM TO THE MASSACHUSETTS BUILDING CODE. INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE AND CURING PROCEDURES. SLAB 100 PSF VERTICAL FACE, 0'-50' HGT. 20 PSF STAIRS 100 PSF FLOORS 100 PSF MIN. FROST DEPTH 4'-0" TYf=. FOUNDATION 's ADDITION WALLS SCALE: 1/2"= I'-0" v PAOYP, n.a. CL 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX(508) 858-5041 www.chouhahgroup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA P-ZN OF �QS HALIM A g CH01JF3AH O C No. .0 I Project Number: 10-303 I Scale: AS SHOWN Designed By IES Drawn Ry: IES Checked By: HC Sheet Title: GENERAL NOTES & FOUNDATION LAYOUT Sheet Number. 3 OF 10 SQUARE FOTTAGE TABLE WALL LEGEND AREA SQUARE FEET PROPOSED 2"x4" LUMBER WALLS EXISTING IST FLOOR 804! 5Q FT. PROP05ED 2ND FLOOR 1,228 50. FT. PROPOSED 2"x6" LUMBER WALLS PROP05ED GARAGE 616 SQ. FT. KITCHEN ADDITION 16 50. FT. EXISTING LUMBER WALLS TO REMAIN 4 TO BE SISTERED WITH 2"x6" STUDS NOOK ADDITION 184 50 FT. DECK5 4 BALCONIES I 13W 50. FT. PROPOSED FIRST Z�i CA SLE. 114""t'-0" - DOOR SCHEDULq5T7EELEXT. NO. QTY UNIT DIMENSION DI 3 3'-0" x 6'-8" D2 8 Y-8" x6'"D3 4 6'-0" x 6'-8" D4 vARIES . D5 2 8'-0" x 8'-0" OVERHEAD D6 I 2'_g x 6'-8" POCKET WINDOW SCHEDULE NO. QTY UNIT DIMENSION TYPE WI IS 3'-0" x 5'-0" DEL HUNG W2 4 2'-8" x 3'-6" DBL HUNG W3 4 17-10" x 5'-O" CASEMENT W4 2 2'-e" x 5'.0" CASEMENT US 4 2'-8" x 4'-0" DBL HUNG W6 2 6'-0" x I'-6" TRAN50M 2ND FL. un 2 17-0" x 6'-8" SIDELITES WB 2 11-0"x8'-0" TRAN50M GARAGE eweu.u" ewowv.wrwR ewdun, n.o. CONSULTING �PROF�L C� 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 85&5041 www.choubahgroup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For: T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA Iv 0�\ 11 MgssIc HALIM A z C C H(7 7,114 o NOTES I. WMDOWB 4 DOORS STYLE 4 COLOR PER OIINER'S CHOICE. 2. VERIFY ALL ROUGH OPENINGS WITH SUPPLIER PRIOR TO FABRICATION. 3. FLOOR LAYOUT SHOWN MAY BE MODIFIED PER OWNER'S CHOICE. 4. ALL STYLE'S 4 COLOR'S OF FINISHES M EACH ROOM PER OWNER'S CHOICE. S. ALL EXISTING FIRST FLOOR 2"x4" WALL FRAMING TO BE SISTERED WITH A NEW 2"z6" STUD AND NAILED TOGETHER 6. PROPOSED EXTERIOR WALL FRAMING TO BE 2"x6" STUDS • 16" O.C. Revisions Project Number. 10-303 Scale: AS SHOWN Designed By: IES Drawn By: IES Checked By: HC Sheet Title: FIRST FLOOR LAYOUT Sheet Number. 4 OF 10 PROPOSED LEFT SIDE ELEVATION SCALE: 1/4".I'-0" NOTES : L WINDOWS 4 DOORS STYLE 4 COLOR PER OWNER'S CHOICE. 2. VERIFY ALL ROUGH OPENINGS WITH SUPPLIER PRIOR TO FABRICATION. S. FLOOR LAYOUT SHOWN MAY BE MODIFIED PER OWNER'S CHOICE. 4. ALL STYLE'S 4 COLOR,$ OF FINISHES IN EACH ROOM PER OWNER'S CHOICE. S. ALL EXISTNG FIRST FLOOR 2"x4" WALL FRAMMG TO BE SISTERED WITH A NEW 2"x6" STUD AND NAILED TOGETHER 6. PROPOSED EXTERIOR WALL FRAMMG TO BE 2"x6" STUDS • K" O.C. WINDOW SCHEDULE NO. QTY UNIT DIMENSION TYPE WI IS 3'-0" x 5'-0" DEL HUNG W2 4 2'-8" x 3'•b" DEL HUNG W3 4 I'-I0" x 5'-0" CASEMENT W4 2 2'-8" x 5'•0" CASEMENT W5 4 V-8" x 4'.0" DEL HUNG W6 2 6'-0" x I'-6" TRANSOM 2ND FL. Wl 2 1'-0" x 6'-8" 51DELITES W8 2 1'-0" x 8'-C" TRANSOM GARAGE DOOR SCHEDULE NO. CITY UNIT DIMENSION TYPE DI 3 3'-0" x 6'-8" STEEL EXT. D2 8 2'•8" x 6'-8" WOOD INT, D3 4 6'-0" x 6'-8" SLIDER D4 l VARIES WOOD INT. D5 2 8'-0"x 8'-0" OVERHEAD DO I 2'-8" x b'-8" POCKET SQUARE FOTTAGE TABLE AREA SQUARE FEET EXISTING IST FLOOR 8044 5Q FT. PROPOSED 2ND FLOOR 1226 50. FT. PROPOSED GARAGE 616 SQ. FT. KITCHEN ADDITION 16 50. FT. NOOK ADDITION 184 5Q FT. DECKS 4 BALCONIES IIeO 60, FT. WALL LEGEND PROPOSED 2"x4" LUMBER WALLS 7JI; PROPOSED 2"x6" LUMBER WALLS PROPOSED RIGHT SIDE ELEVATION SCALE: 1/4"•1--0" allou.xN [ C Ca NBULTING PRafEB BIa NAI ENGIN EE RO 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 858-5041 www.chouhahgroup-eora Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA Project Number. 10-303 Scale: AS SHOWN Designed By: IFS Drawn By: IES Checked By: HC Sheet Title: SECOND FLOOR LAYOUT & SIDE ELEVATIONS Sheet Number. 5 OF 10 PROPOSED FRONT ELEVATION SCALE: 1/4 .l -0 ..... u............ . CONSULTING 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 858.5041 www.choubahgroup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA IProject Number. 10-303 Scale: AS SHOWN 1 Designed By: IFS Dmwn By: IES Checked By: HC Sheet Title: FRONT & REAR ELEVATIONS Sheet Number. 6 OF 10 10, M®w 1' (2)-2'x8' RIM JOIS CONCRETE SLAB-\ FIRST FLOOR FRAMING SCALE: 1/4"=I'-C" Mak :s ^ " oL. I Q{ II II II II II II MAX. ;.n................... II 112" 2' J IST . L.1I � a i� g n ii ii ! it II II II II II II ;..,IJ II II II II:_IIF�. II II If II 'II II II ' II € it II , I II 11 II II .'II II II II II 111211�'"I� Jc�lSt�l II II ' II � I II 11 II = I II II II II ; II-TI--g -11..- 8 .......... II II II II II II 11 II i II II II— fl II =I II II II II71-11 if-Tf`ll II II ;II II II II II II II If II II ; II II II II II II ;8 II 11 II II III TII 11 II 11 Jl.... ll II II g — __. It II 110'Jb^ II II II III II Ia lI - l II If 11 11 11 u n n-1 u n l n u u u ill If 11 11 11 u u u u n u u u I I� 73lWi"xfrlt BE Am it —II if 3l-IEs"xfik'KV._Tb. II II II II II II II II II II II II ;III I �II II II II II II II II III II II II If f II II II 11 If II II II II II II II II II II II II II II II II II IHI. 11 II; II II II II II II II III r ................__...__..., II II II II II II II II II I( j'�, II ;; II! I )j n II II Il a II u u n n u II a &� II 11 II II II II II II If ! '1( I' it it it If n it II II II II II II II II II II If•, II! II II I II II II II II II II I III g I II II II II II II II IHt IA/ (k-�--�1 I I II II II II II II II II II II II II II II II II II II-il �I if' I II uuu ,I II II II II II II II II II II II' II II g'_: II It (2)j?"xIW^J6151 8 I II I II II II II II i0 9'-3• 1'-S" ' II II II I II II II II II II II II 11 j II II II II II II II II '^ II 112" 110^ IL II 11511 Imo" II II II II II II I I„xMl FLIT IIJOI T511 I II, 01. i II II II II II II II 11 II II II II II II 8 0 II II II II II II II II � "xlitti^ L�vL!�EAI 11 II II II II II II II &-P4I'xll4' LWL I9EAA II PROPOSED SECOND FLOOR FRAMING SCALE: I/4"• 1'-0" I- 10, NOTES: L USE f2)-P4" x 114" LN_'5 FOR ALL HEADERS AND BEAMS UNLESS OTHERIIASE SPECIFIED. go DECKING BOARD--\ OUTSIDE WALL C� OF HOUSE 112 STATE ROAD (ROUTE 6), DECKING JOIST NO- DARTMOUTH,MA02747 JOIST HANGER TEL:(508) 858-5040 FAR(508) 858.5041 www.choubahgroup.rnm T..�Z2 3 3 3/811 LAG BOLT W/ WASHER /NUT 2XIO LEDGE BOARD ::�/ LEDGER DETAIL - - NOT TO SCALE 3.1 Nailing Schedule Numberof Numberof Joint Description Common Nails Box Nails Nail Spacing ROOF FRAMING Rafter to Top Plate (Toe -nailed) ( see Table 3.4A) ( see Table 3.4A) per rafter Ceiling Joist to Top Plate ( Toe -nailed) ( see Table 3.4A) ( see Table 3.4A) perjoist Ceiling Joist to Parrellel Rafter ( Face -nailed) ( see Table 3.9A) ( see Table 3.9N each lap Ceiling Joist to Laps Over Partitions ( Face -nailed) ( see Table 3.9A) ( see Table 3.9A) each lap Collar Tie to Rafter ( Face -nailed) ( see Table 3.6A) ( see Table 3.6A) per be Blocking to Rafter (Toenailetll 2- 8d 2- 10d each end Rim Board to Rafter ( End -nailed) 2-16d 2-16d each end WALL FRAMING Top Plate to Top Plate (Faoe-nailed) 2-16d 2-16d perfoot Top Plates at Intersections (Face -nailed) 4-16d 5-16d joist - each side Stud to Stud ( Face -nailed) 2-16d 2-16d 24" o.c. Headerto Header (Face -nailed) 16d 16d 16" o.c. along edges Top or Bottom Plate to Stud (End -nailed) ( see Table 3.5A4) ( see Table 3.5A) per stud Bottom Plate to Floor joist, Bandjoist, Endjoist 2-16d 2-16d perfoot or Blocking (Face -nailed) FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe -nailed) 4- 8d 4-10d Bridging to Joist (Toe�lailecp 2- 8d 2-10d Blocking to Joist ( Toe -nailed) 2- 8d 2- 10d Blocking to Sill or Top Plate ( Toe -nailed) 3- 16d 4-16d Ledger Strip to Beam (Face-nailecD 3-16d 4-16d Joist on Ledger to Beam ( Toe -nailed 3- 8d 3-10d Band Joist to Joist If End -nailed) 3-16d 4-16d Band Joist to Sill or Top Plate (Toe -nailed) 2- 16d 3-16d ROOF SHEATHING Structural Panels 8d 10d Diagonal Board Sheathing 1"A"or1"x8" 2-8d 2-10d 1"x10" or wider 3- 8d 3-10d CEILING SHEATHING Gypsum Wallboard 1. 5d coolers 5d coolers WALL SHEATHING Structural Panels ad 10d Fiberboard Panels 7/16" 6d 25/32" Bd Gypsum Wallboard 5d coolers 5d coolers Hardboard 8d 8d Particleboard Panels 8d Bd Diagonal Board Sheathing 1"A"or 1"x8" 2-ad 2-10d 1 "x10" or wider 3- 8d 3-10d FLOOR SHEATHING per joist each end each end each block each joist perjoist perjoist perfoot ( see Table 3.10) persupport persupport 7" edge / 10" field ( see Table 3.11) 3" edge 16" field Wedge / 6" field 7" edge / 10" field ( see Table 3.11 8 ( see manufacturer) persupport persupport Structural Panels 1" or less ad 10d 6" edge / 12" field greater than 1" 10d 16d 6" edge / 12" field Diagonal Board Sheathing 1"x6" or J"x8" 2- 8d 2-10d per support 1"xl0"or wider 3-ad 3-10d persupport 1. Nailing requirements are based on wall sheathing nailed 6 inches on -center at the panel edge. If wag sheathing is nailed 3 inches on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to mainatin the load path. 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail perfoot. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check ibc for additional requirements. Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA OF V,4 v y H/-, AL, " O . rjJr Revisions No. Date Description Project Number. 10.303 Scale: AS SHOWN Designed By. TES Drawn By: IES Checked Br. HC Sheet Title: PROPOSED FIRST FLOOR & SECOND FLOOR FRAMING Sheet Number. 7 OF 10 SEALANT ROOF PANEL RIB OR SEAM— VENT PIPE - RER MECN.— SIMPSON STRONG -TIE NOT TO SCALE DESIGN LOADS ROOF LOAD (SNOW LOAD) . 30 PW WIND LOAD . Ile MPH TRUSS DESIGN LOADS TOP CORD -LIVE LOAD - 30 PW TOP CORD DEAD LOAD . 10 PSF SOT. CORD -LIVE LOAD . 10 PSF BOT. CORD -DEAD LOAD . 10 PSF NOTES: L USE (2)-P4" x Ilk" LVL* FOR ALL HEADERS AND BEAMS UNLESS OTHERWISE SPECIFIED. 2. DESIGN LOADS TO MEET THE MASSACHUSETTS Tth EDITION BUILDING CODE REQUIREMENTS. 3. SUBMIT SHOP DRAWINGS TO LOCAL BUILDING DEPARTMENT FOR ROOF TRUSS DESKaN FROM LUMBER SUPPLIER STAMPED BY A MASSACHUSETTS PROFESSIONAL ENGINEER . �CLAMPING RING ROOF PANEL FLASFIING, UIEATI-IER- F PANEL OR SEAM ROOF VENT DETAIL NOT TO SCALE . NAILS TO HORIZONTAL =NT OF RAFTER SIMPSON STRONG -TIE TC RAFTER CLIP DETAIL NOT TO SCALE cl.o..ww" .N-INse�lno agcuw, w.c. CELL CCN6ll LTING wgOFE8910NAL ENGINEEgB 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAY-(508) 858-5041 www.choubahgmup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA OF 444ss9� HALIM A yG S o CH01J7AH -.a V CI;I; n N_ �90i 9FGi ST E �SS�QNAI ENS Project Number:10-303 Scale: AS SHOWN Designed By: IES Drawn By: IES Checked By: HC Sheet Title: ROOFLAYOUT& ROOF FRAMING Sheet Number. 8 OF 10 1% REFER TO SOFFIT DETAIL THIS SHEET (TYPICAL) — 5/8" EXT. GRADE PLYWOOD 15 FELT PAPER W/ 30 YR. ASPHALT SHINGLES WACE 4 WATER SHIELD 2"xB' ROOF RAFTERS a 16' O.C. (2)-2•xl2" HEADERS 3 12 I4'e ARCHITECNRAL.BOAR—D COLUMN COVER !T 61x6- P.T. P0 PRESSURE-TREA DECKING /TYP) SIMPSGN POSTBASE AB44 (TYPICAL FINISHED GRADE II CONC.--'I ..'v SONO TUBE I NOTES: L USE (2)-P4• x 1116" LVL'S FOR ALL HEADERS AND BEAMS UNLESS OTHERWISE SPECIFIED. 2. DESIGN LOADS TO MEET THE MASSACHUSETTS Tth EDITION BUILDING CODE RE=IREMENT5. 3. SUBMIT SHOP DRAWPJGS TO LOCAL BUILDING DEPARTMENT FOR ROOF TRUSS DESIGN FROM LUMBER SUPPLIER STAMPED BY A MASSACHUSETTS PROFESSIONAL ENGINEER 5/8" EXT. GRADE PLYWOOD 15 FELT PAPER W/ 30 YR. ASPHALT SHINGLES WACE 4 WATER SHIELD 2"xe" COLLAR TIE a I6' O.C. 1/3 DOWN FROM RIDGE RIDGE VENT 5/8" EXT. GRADE PLYWOOD -15 FELT PAPER W/ 30 YR. ASPHALT SHINGLES W/ICE 4 WATER SHIELD PRE-ENGINEERED BOCA APPROVED /- ROOF TRUSSES a 2'-0" O.G. (TYPICAL) FURRING STRIPS a w O.C. W/ It" TYPE 'X" GYP. BRD. It' TYPE "X" GYP. BRD. w/ PLASTER FINISH (TYP) 14" T4G PLYWOOD SUB -FLOOR (FINISH TO BE DETERMINED) FLOOR JOISTS a I6" O.C. 2"xl0' FLOOR JOISTS • I6' O.C. PROPOSED (3)-P4•XIITL• PROPOSED (3)-P4"x11T1" LVL CENTER BEAM - LVL BEAM (TYPICAL) FURRING STRIPS a 16" OC. � 6 w/ y• TYPE •X" GYP. BRO. 'ER EXISTING S WITH 2xb'S is Z 1'2" TYPE "X" GYP. BRD. w/ PLASTER FINISH (TYF PROPOSED 36y• lu LALLY COLUMN I)R-IS INSULAT 2'x8" FLOOR JOISTS a 16" OL.— EXISITNG STEEL EX151TNG CO EXISITNG SECTION A -A SCALE: 1/4".1'-0" 5/8" EXT. GRADE PLYWOOD 15 FELT PAPER W/ 30 YR ASPHALT SHINGLES WACE 4 WATER SHIELD I 2"x8" ROOF RAFTERS a 16" O.G. 12" -2"xb" DOUBLE TOP PLATE 2"xb' STUD WALL a I6" O.C. '/2' EXTERIOR GRADE PLYWOOD SHEATHING W/ TYVEK HOUSE WRAP CEDAR SHINGLES SIDINGG, LEDGER BOARD PRESSURE-TRE, (SEE DETAIL) /--DECKING (TYP) SONG TUBE ! a/nd REFER TO FOUNDATION WALL DETAILS SHEET 9 LVL's (FLUSH FRAMING) FLOOR JOIST AM tat USED �'" SinpII.Bas Sies"p-Pe ITT JOIST, HANGER DETAIL NOT TO SCALE PRE-ENGINEERED BOCA APPROVED ROOF TRUSSES a T-0" O.C. (TYPICAL) 5/8" EXT. GRADE PLYWOOD "15 FELT PAPER W/ 30 YR. ASPHALT SHINGLES W/ICE 4 WATER SHIELD R 6� 1423 HURRICANE CLIPS ALUM. DRIP EDGE ALUMINUM GUTTER—, FASCIA BRO.-/ IQ" EXT. GRADE PLYLLI'XJD FURRING STRIPS a 16. O.C. W/ SOFFIT W/ CONT. VENT ! .. (1) LAYER OF it- TYPE "X" GYPSUM WALLBOARD 2"xb" DOUBLE TOP PLATE �." ROUND TRIM 2'x4" SLEEPER RAS FIBERGLASS INSULATION DE WHERE SPECIFIED (TYPICAL) PLYWOODIOR SHEAATHMG - T �• h( TYPE " GYt"SUM W/TYVEK HOUSE WRAP BRD. WITH PLASTER ///. FINISH. (TYPICAL) VINYL SIDING J'^l 2"x6' STUD WALL a 16" Or- (TYP) SOFFIT DETAIL NOT TO SCALE APA RIM BOARD VERTICAL LOAD TRANSFER . 2150 PLF MAXIMUM FOR I' THICKNESS 4 4000 PLF MAXIMUM FOR 1%" THICKNESS - ONE 8D NAIL AT TOP AND BOTTOM FLANGE ATTACH APA RIM BOARD TO TOP PLATE USING 8D BOX TOENAILS a 6" O.C. DESIGN LOADS W ROOF LOAD (SNOW LOAD) . 30 F-W WIND LOAD 110 MPH O ONE BD FACE NOTE. O III NAIL AT EACH TO AVOID SPLITTING FLANGE, START NAILS TRl1S5 DE l SIDE AT BEARING AT LEAST 11'2" FROM END OF I -JOIST. NAILS MAY BE DRIVEN AT AN ANGLE TO TOP CORD -LIVE LOAAD D - 40 PBS O ly• ♦ BOLTS STAGGERED AVOID SPLITTNG OF BEARING PLATE. TOP CORD -DIVE - 1'-0" O.G. TYPICAL SOT. CORD -LINE LOAD • m PSF LOAD - 10 PSFF SOT. CORD LCC LALLY CAP (BEAMS SIZE VARIES JOIST DETAIL -DEAD LOAD • I0 P5F W/ 8-16d NAILS LCCS 25-3t5 "9-T. NOT TO SCALE 3 W" LALLY COL. LALLY COL. CAP DETAIL CONTINUOUS RIDGE VENT NOT TO SCALE ' PLATE "k2'x,$ 8" ROOF RAFTERa 16. OG.5/8" EXT. GRADE PLYWOOD 15 FELT PAPER W/ 30 YR ASPHALT CONTINUOUS RIDGE VENT SHINGLES W/ICE 4 WATER SHIELD 2"x8" COLLAR TIE • 16" 2'k12" RIDGE PLATE O.C. 113 DOWN FROM RIDGE 2"x8" ROOF RAFTERS a 16' O.G. R _ 1 _ 5/8' EXT. GRADE PLYWOOD 15 REFER TO SOFFIT DETAIL � ee. 17 i 2"xS' ROOF RAFTERS - R FELT PAPER W/ 30 YR ASPHALT SHINGLES THIS SHEET (TYPICAL) - N • 16" O.C. (TYPICAL) 2"xb' DOUBLE TOP PLATE 12� W/ICE 4 WATER SHIELD = FURRING STRIPS • 16' O.C. _ i 2"x6• STUD WALL a 16" O.C. � - .. 2"xS" ROOF RAFTERS a 16" O.C. s" W/ ly" TYPE 'X" GYP. BRD. 2 '/2" EXTERIOR GRADE PLYWOOD 3 2"x10" P.T. JOISTS I • Ii' W V2" TYPE "X" GYP. BRD. SIEATHNG W/ TYVEK N0119E WRAP FURRING STRIPS (2)-7"xl2" HEADER O.C. (TYP) 1 U w/ PLASTER FINISH (TYP) a 16' O.C. W/ Vi "X" PRESSURE -TREATED DECKING !TYP! m Di0 1/4" PLYWOOD SUB FLOOR TYPE GYP BRD. SW 6 (FINISH TO BE DETER'1INED) CEDAR SHINGLES SIDING �I 4, TYPE ")(" GYP. 2"x6" STUD WALL a 16" O.C. .,: I2 30 'INSUL ATION r - n R-IB NSULATION BRD. w/ PLASTER :. FINISH (TYP) Q"e ARCHITECTURAL CEDAR COLUMN COVER (TYP) 5'-0" CANTILEVER - 10' IITy BCI 60-2.0 DF FLOOR JOISTS • 12" O.C. (TYP) d1 8' dJ I4, SHINGLES V2' EXT. GRADE 61x6' P.T. POSTS PLYWOOD (TYPICAL) 6.' TYPE 'X' GYP. BRD. 2"xb' DOUBLE TOP PLATE 14' PLYWOOD T4G tll Q w/ PLASTER FINISH (TYP) 2'x6• STUD WALL a 16" O.C. _ __ SUB -FLOOR (FINISH PRESSURE -TREATED TO BE DETERMINED) F. LEDGER DECKING (TYP) ? R-IS INSULATION '/i' EXTERIOR GRADE PLYWOOD ` e: w- BOARD SIMPSON POST BASE � SHEATHING W/ TYVEK HOUSE WRAP b: 2•x8" PrT JOISTS 16' , 2"x8" I d P.T JOISTS • 16' A544 (TYPIGA(TYPICAL)° CEDAR SHINGLES SIDING - as w»' 4" CON! SLAB — — FINISHED GRADE FINISHED GRADE • ---vr ��` x .rfks�a.'ks-�:v'�.:.el..: ". - k`fixtle`�:`wt', _ �,. CT 4' TIES LAB W/ bx6x10%I0 I I .. ;r I • •_ I I WL1F. PLACED AT MID -DEPTH OVER 8" CRUSHED STONE FILL WITH I ' I - I � , , II CON!, I' •.�.1 SONO TUBE VAPOR RETARDER ' REFER TO FOUNDATION ` ' a -'-_ SECTION B - REFER TO FOUNDATION ' WALL DETAILS SWEET 3 ` -_--- ' WALL DETAILS SHEET -3 SECTION C - C SCALE; I/4"•I'-0" SCALE: ISER RINGER TYPICAL STAIRS DETAIL SCALE: 1/2".I'-0" ARCHITECTURAL COLUMN COVER (OWNER'S CHOICE) 6'x6" P.T. POSTS (TYP) PRE5511RE-TREATED DECKING (TYP)_ 2"xe" P.T JOISTS a 16" O.C. I �SIMPSON P09T BASE 1 A644 (TYPICAL) 9 v -18"e CONC. SONO TUBE I - 1 4'-0" BELOW GRADE (TYP) I ^• I COLUMN ENCLOSURE DETAIL SCALE: °�p�u e 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com Project: PROPOSED ADDITIONS 161 GAFFNEY ROAD DARTMOUTH,MA . Prepared For: .. . T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA ZN OF Mgss9� HA.LIM A yJ, CHO!�'n'..,;A 0 C 1 c� n STEP�� Project Number:10-303 Scale: AS SHOWN Designed By: IES Drawn By. [ES Checked By: HC Sheet Title: SECTIONS & DETAILS Sheet Number. 9 OF 10 - Ia^JCP SAVE PROVIDE SOLID BLOG<ING BETWEEN ROOT RAFTERS ed Nat. AT TOP PLATE OF EXT. WALLS a 48- OL. ROOF COMER NAILING / DRILL HOLES AS REO'D FOR PROPER VENTW 4'xe' PLYWOOD HALF SHEET APA RATED e USE PANEL SHEATHu PROVIDE 0' WID 3/4' PLYWOOD R INGANL ADG=8RERIERN F 1/4"1�4" 8C'W9 . 8' GABLE E NMI I lON - 1 1 1 ROOF DIAPHRAGM DETAIL NOT TO SCALE PROVIDE 12" WIDE 3/4" PLYWOOD SPLICING FOR ALL PANEL ADGES IN THE PERIMETER EDGE ZONE. FASTEN UV 114' SCREWS a 6. OZ. F FRAMINGTYP. 2x STUDS ROOF FRAMING PLYWOOD EXTERIOR SHEATHING - 81MPSON HS HURRICANE TIE AT EA CORNER AT SECOND FLOOR OF HOUSE, ONE EA SIDE OF CORNER REFER TO TYP. WALL ELEV. SIMPSON STWO14RJ HOLD DOM AT MAIN FLOOR M EA CORNER 2'x Wall Stud. 2"x DoubleTop ROOF SYSTEM Plate SIMPSON 1-125 HURRICANE TIE TYP. ALL ROOF RAFTERS AND/OR TRUSSES 4'xS' PLYWOOD SHEET 1/2" EXTERIOR SHEATHING PANEL APA RATED 6TRUCT. /er 2" Top USE PANEL WALL SHEATHNG (C-D) Late (TYP. ALL FLOOR LEVEL) to Sheathing - BLOCKING REO'D a MID-HGT FOR ALL Nding WALLS GREATER THAN 9'-0' IN HEIGHT ed Nell. 12°OL. 4 EDGE TYPICAL - NAILNIG a 4" O.G. , IMPBQJ HB CLIP 2"x Stud. • E FI CORER • CTION IN EA A DIRECTION ' • SECOND FLOOR . CREATE SOLID GORIER WITH 2x STUDS Comer Min. or 11/4' Cross Bridging wade also V.Bracet I strap strap brace • 45 wood or steel plutwo .b deg, also plywood penal will sufnee FASTEN CORDER STUDS TOGETHER UUTH 2-16d �8r "` must nail to slit plate COMMON NAIL$ AT B' O.C. VERTICALLY FLOOR FRAMING (BY OTHERS) 2•x sold Plate 2x P.T. SILL PLATE .46 i SOLID BLOCKMG - TYP. WALL TOP PLATE 48- O . 12- FROM utdl'�\ DOWN FOUNDATION OR SILL PLATE EA CORNER( SPLICE CONT. RIM R1 JOIST PROVIDE SOLID WOOD AT EXTERIOR HOUSE CORNER$/ TYP. CORNER DETAIL NOT TO SCALE NUMBER OF JACK STUDS BIMPSON C816 COIL STRAP SHALL BE PER TABLES 322F 3_V2" AND 322C OF THE WOOD 2x8 TOP RAIL I'-6" LONG (CENTERED) FRAMED CONSTR. MANUAL 412110C.SRlf-ON IAILER TYP. a CORNERS (LATEST EDITION). BALUSTERS • 5" OL. 4x4 POST _ Use every other Hall hole °0 GUT gNAILER in a row to provide the o° LENGTH iny E*, z DECKING HEADER coda -re ulred minimumolu o° RIM JOIST (SEE PLAN) q center -to -canter o0 END 2x JOISTS B2x BLOCKING °o LENGTH I-ARIM JOIST TO POST TYP. Spacing for napeHMAX ON W25 OPENNCGo0 GASEE ARCFN DIY.HEADER BY OTHERS CAP BCS ° FLASHING t 44I FG09T� 5RMP50N POST BASE A544 �. (8' SPAN MAX),11 ' CLEAR I j I I I-IE I2' CONC. FILLED SON.A TUBE SPAN L OPENINGS IN EXTERIOR WALL DETAIL ie NOT TO SCALE DECK DETAIL NOT TO SCALE RocF RAFTERRRU88 HEADER LENGTH HEADER LENGTH IF I o, DBLE. SIMPSON M5T46 ° 161. MIN. TOP PLATE 24' M. SPLLCE PLATE BG MM. ° END Provide minimum LENGTH end distance 8 o' CCONT. HEADER Equal I dumber of ° A3 RdUB APA RATED STRICT. 6pecmed nails o L 16d a 6" OL. USE WOOD SHEATHING in each end BLOCKING a BLOCKING PLYWOOD EDCGEB PLYWOOD EDGES DBLE. STUDS SIMPSON STRONG -TIE DBLE. STUDS EA END OF WALL ed a 4. OL. EA END OF WAIL DBLE. 8TUD8 EDGE NAILING EA END OF WALL GS COILED STRAP SIMPSON PND2 NOT TO SCALE DBLE. P.T. HOLDDOWN TYP. DBLE. P.T. SILL PLATE SILL PLATE -: 1 1 I 1 1 I 51MPSON LMA4 / LMA6 on S e 4SI Q8" O.C. I2" FROM 61 Me - Tu A6 1 I 11 1 I EA CORNER a SPLICE IIAANCN. BOLTS S"E) SIMPSON LMA ANCHORS MBEDMEM (TYP) 2-CAR GARAGE DOOR WALL ELEVATION NOT TO SCALE NOT TO SCALE M Sd Toenall6 (TYP) PHD HOLD DOWN LOCATIONS DONN TO FOUNDATION 10d ataggared 12' Vert. TYP. EXTERIOR WALL ELEVATION NOT TO SCALE NOTES. L MIN FASTENING REQUIREFG ENTS, Sd a 4-OZ. PANEL EDGE NAILIN ad a e" O.C. FIELD NAILING. SEE ABOVE DETAIL FOR ADDITIONAL FASTENING ( SHEATHING RPQUIREFENTS. 2. PROVIDE SOLID WOOD AT CORNERS OF EXTERIOR BUILDING REFER TO TYP. CORNER DETAIL. 3. REFER TO OPENING IN EXTERIOR WALL DETAIL FOR ADDITIONAL STRAPPING AT OPENINGS IN EXTERIOR WALLS, DBL TOP PLATE \81MPSON ST2115's �- a 32" O.C. (TYPICAL) DBL P.T. SILL 3/4" TAG PLYWOOD $UBFLOOR (TYP) RIM JOIST SIMPS04 116's a POSTS TYPICAL WINDOW UNIT FRAMING NOT TO SCALE NOTE: USE FOR WINDOWS OPENINGS OVER 36' WIDE . USE SIMILAR FRAMING 4 METAL REINFORCEMENT FOR SLIDING DOOR UNIT OPENINGS. NUMBER OF FULL -HEIGHT STUDS ON EACH SIDE OF OPENING EQUALS 1/2 OF STUDS ABOVE OPENING L� 112 STATE ROAD (RTE. 6) No. DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com Project: PROPOSED ADDPI'IONS 161 GAFFNEY ROAD DARTMOUTH,MA Prepared For. T & T REALTY TRUST 161 GAFFNEY ROAD DARTMOUTH,MA \�ftk OF MASS` �o HALI M A tiG f o CHiiUBNA U C:. C) S TEFG��`�Q Revisions IProiect Number: 10-290 1 Designed By: TES Drawn By: IES Checked By: HC Sheet Title: 110 MPH WIND DETAILS Sheet Number. 10 OF 10