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HomeMy WebLinkAbout2022 Sign off Transmittal - New 3 brm Home 0t.''4 r,, TOWN OF YARMOUTH ;.,;:tik.A c HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: ' L` 0T- -/ L/f j) 6.)-2e-, ) LL1 _,71.rhh Proposed Improvement: %/r;UJ ( On`,4'I t/c 4 Lc l? : `,A:??..-) Ai.) i Lic-) fir �+)1 )-,'cl i-Or)h, ( ; 0 i ) C1-1) ')IQd _\9 --}'if y0-c,t` • Applicant: _) II- .,C k_ 01-)s- 1-�.0 0) -if i- (---, - 1?:J),..e.kto 4,r,LTel. No.: 5(.23 -36 - ,() Address: t 4 C- x,�c\l. ,Y,/ Z I ) h i y(;11 t1, , mil ( -2// UO Date Filed: 4/0/49,9 ''' **If you would like e-mail notification of sign off,please provide e-mail address 0))P,}�V(t, )-16k-h,,,L t i (.6--tpc C qS.c--U,), Owner Name:\\ 17----;e,r'k'j P l i 1.1) ----- i- Owner kOwner Address: 1 \-7/( /31..e.„'61 .L 0 ,l/y(,,d1, _, ,,)1)-) Gv,(r,, Owner Tel. No.: j( ) - 36 - 36 0 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — xdte: Floor plans not required for decks, sheds, windows, roofing; (3.) :''If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY:cyl, ( ' c,,C22 — DATE: -- PLEASE NOTE COMMENTS/CONDITIONS: 'DESIGNER ASSUMES NO LIABILITY FOR ANY HOME CO FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE THIS PLAN. TO. PERFORM THE FOLLOWING PRIOR TO CC 1. CONTRACTOR MUST VERIFY ALL SIZES k DIMENSI NCFFY DESIGNER OF ANY DISCREPANCIES, AMBIG INCONSISTENCIES PRIOR TO START OF CONSTRUC Z CONTRACTOR MUST VERIFY COMPLIANCE WITH ALI LOCAL BUILDING CODES. S. PLANS INDICATE LOCATIONS ONLY. ENGINEERING SHOULD INCORPORATE ACTUAL SITE CONDITIONS. 10 P� WINDOW 1Rl1ii 1.6 PJC CORNER HOARDS FIRST FLR.'EIEN RIME -0x8 ON RARE'.. WFAMER'. N-Ix8 %'O BOARDS ;v PVC W/ ALUM. ixe .Pv PHITZSl I 8A5(IIFNL" PVC STEP WON. TO I I` IACA' 8'. WNBOW/ RISER WA)"m x CoMVWdsI°E D Mi I +SNI _.... --- — - _-. _. __.. - ._- �.. _ __ .l L.:::_ _... _.. is 1. 1 -- REAR ELEVATION CEDAR SHINGLE SIDING �-D5' TO WEATHER. ELEYAWN..lSEY /"-CORNER BOARDS FIRST.:LR EM, ry RECEIVE® APR 04 2022 WEALTH DEFT ARBUC LOT #2 GREAT WESTERN ROAD YARMOUTH, MA ELEVATIONS FIRST FIR. ELEV. Ix3jPN Ix8 iI I I ___ __ ____--- _______-� RIGHT ELEVATION �'' SOALE: IW=P-0" VENT I 1 12 ARCHNECTURAL STYLE ASHPALT SHINGLES 8 \ Ix8 PVC FASCIA W/ ALUM. CUTTER Ix8 PVC FRIQE, BOARDS fifa/.�xPCia� -'-STARBUI LOT 42 GREAT WESTERN ROAD YARMOUTH, MA ELEVATIONS 'larzz 2 T L_ _ _J LIx4 PJC 'BItCO' 6'-JBASEMENT WINDOW TRIM ONCRETE PAD BUHM W/ 118 E%IENSION I. WINDOW I I VIII—jII — — — — — — — — — — — — — J n LEFT ELEVATION V SCALE: I /4"= I'-0" BOARDS fifa/.�xPCia� -'-STARBUI LOT 42 GREAT WESTERN ROAD YARMOUTH, MA ELEVATIONS 'larzz 2 T on E" a A25 32•_0.• FOUNDATION �1�5CALE 12'-0" SMOKE DETECTOR 18,_0• CM - 11/4'=I'-0" 5' 4" TYP, 8" CIA, CONIC. 2'-7 SONOTUBE ONSIGFOOV 2.4 WALL CONST. 0 16" O.C. NAILED /16" OSB SHEATHING T.J.I. JOISTS C. 16"IS O.C. OTE: 5/8" 6 BF -20 TO 4'-0" NOTE: 5/8" DIA ANCHOR BOLTS 1 X 3 STRAPPING 0 16" O.C. 71" O.C. 12'• 8 SPACED ® 24" O.C. 12" BELOW GRADE MIN. — — — ROM CORNERS. W/3"x3"x}" WASHERS 2009 INTERNATIONAL RESIDENTIAL CODE FROM CORNERS W/3"x3'x}," WASHERS A-5 _ F— W95MMEJF—T WINDOW —T P 5 SLAB LOCATIONS COORDINATE BACKFILL HEIGHTS W/ GRADING PLAN. 71" O.C. (MAX.) 0 12° FROM ENDS EMBEDDED TO 7" — _ 2-2X10 P.T. I BEAM PROVE R-21 INSULATION BETWEEN 1/2^ GYP, BOARD 2.6 STUDS 0 16" O.C. COORDINATE 8 6 3/4" T&G PLYWOOD RISERS WITH n SHING NAILED GRADES. 6f" OMPOSITE DECKING T.J.I. JOISTS 0 / MAX. HOGH °i 16" O.C. \1 P.T. 2X JOISTS t 1 0 16"O.C. R-30 INSULATION m J. 2X6 NO SILL ---_-L UP - - - _ -- _ - _SCAM - - BEAM ABDVE - - - - - - - - - - 2X6 P.T. SILL ON SILL SEALER _ �- POCKET 5/8" DIA, ANCHOR BOLTS 0 71" O.C. (MAX.) 0 12" ..SII FROM ENDS EMBEDDED TO ]" o_I 3 DETAIL @ DE T#2 4 4" CONCRETE SIPS W/ 6X6 WIPE MESH N ROAD gg �Ya1 959 EFRI OT AIR AND 6 MIL. POLY FOUNDATION GA9 BURNER _5. 6. B'-0" ]'-11" -" 7 -4r BEAM jG� 1( Y�L?• L J POCKET I� y — I— — 5 — FBEAM ABOVE _ BEPM ABOVE _ LJ LJ L _ LJ" LJ LJ II 0Tv0KE �J o"x12"D �•� r CONC.FG r.�nI 3zw=w µFm ttP. 8" CNS L_ ,=moi FOUNDATION WALL m ON 6'xCONi. CONCITS, m j I I •� DM F-------- J DN DROP SEA I----- — ---- — AT DOOR I II -�s I n 1 5' CONCRETE SLAB 6X8 WIRE MESH _ 6 MIL. POLY VLD TWP. 1a`o1a coat. IYP. 8" DIA. CONIC. 3--2X1A0� SONOTUBE ON'BIGFOOT' BF -24 TO A-0" SONOTUBE ON'BIGFOOT' BELOW GRADE' MIN. BF -20 TO 4'-0' ] -Od A55 BELOW GRACE MIN. I - I I II I t-1/2" DIA. II GALVANIZED PIP STOP -- DROPS B ----- AT DOOR -0" 24•_0•. 15•_0• 23'-0" E" a A25 m FOUNDATION �1�5CALE PLAN SMOKE DETECTOR CM - 11/4'=I'-0" 3)- - 2.4 WALL CONST. 0 16" O.C. NAILED /16" OSB SHEATHING T.J.I. JOISTS C. 16"IS O.C. OTE: 5/8" DIA. ANCHOR BOLTS NOTE:. PROVIDE FOUNDATION WALL REINFORCING AS REQUIRED PER TABLE NOTE: 5/8" DIA ANCHOR BOLTS 1 X 3 STRAPPING 0 16" O.C. 71" O.C. 12'• EMBEDDED 7", SPACED ® 24" O.C. 12" R404.1.2(3) OR R404.1.2(8) OF THE EMBEDDED 7", SPACED • ROM CORNERS. W/3"x3"x}" WASHERS 2009 INTERNATIONAL RESIDENTIAL CODE FROM CORNERS W/3"x3'x}," WASHERS 19) ON GRADE SLAB LOCATIONS COORDINATE BACKFILL HEIGHTS W/ GRADING PLAN. E" a B" CONCRETE FOUND. WALL ASPHALT DAMP -PROOFING 1/2" EXPANSION JOINT 4" CONIC. SLAB WITH 6.6 MRE MESH 0 MID -DEPTH 2" X 3" KEYWAY 5 MIL POLY. 6" COMPACTED GRMEL 16" X 10" X (L) CONC. FOOTING r� FOUNDATION 1`00TING DETAIL 5CALE! 11/2"=P-0" 1/2" GYP. BOARD m 3 FINISHED FLOORING 3/4" T&G PLYWOOD SMOKE DETECTOR CM - CARBON MONOXIDE DETECTOR 3)- - 2.4 WALL CONST. 0 16" O.C. B" CONCRETE FOUND. WALL ASPHALT DAMP -PROOFING 1/2" EXPANSION JOINT 4" CONIC. SLAB WITH 6.6 MRE MESH 0 MID -DEPTH 2" X 3" KEYWAY 5 MIL POLY. 6" COMPACTED GRMEL 16" X 10" X (L) CONC. FOOTING r� FOUNDATION 1`00TING DETAIL 5CALE! 11/2"=P-0" 1/2" GYP. BOARD FINISHED FLOORING 3/4" T&G PLYWOOD R-21 INSULATION BETWEEN 2x6. STUDS 0 16" O.C. SUB -FLOOR GLUED AND EXTERIOR SIDING NAILED /16" OSB SHEATHING T.J.I. JOISTS C. 16"IS O.C. R-30 INSULATION - 1 X 3 STRAPPING 0 16" O.C. 2X6 NO, SILL r GRADE 2X6 P.T. SILL ON SILL SEALER 5/8" DIA. ANCHOR BOLTS 0 71" O.C. (MAX.) 0 12° FROM ENDS EMBEDDED TO 7" 3 51 LL DETAIL 5CALE: I!2"= I'-0' R-21 INSULATION BETWEEN 1/2^ GYP, BOARD 2.6 STUDS 0 16" O.C. FINISHED FLOORING EXTERIOR SIDING 3/4" T&G PLYWOOD /16' OSB SHEATHING SUB -FLOOR GLUED AND SHING NAILED OMPOSITE DECKING T.J.I. JOISTS 0 / 16" O.C. \1 P.T. 2X JOISTS t 0 16"O.C. R-30 INSULATION I X 3 STRAPPING 0 16" D.C. 2X6 NO SILL 2X6 P.T. SILL ON SILL SEALER 5/8" DIA, ANCHOR BOLTS 0 71" O.C. (MAX.) 0 12" TARBUC FROM ENDS EMBEDDED TO ]" DETAIL @ DE T#2 4 N ROAD 5CALE: 1 1/2"= I' -O" YARMOUTH, MA q FOUNDATION 3 7 ..Ht e PIAMRM TO CWOE 110% CLO. 1 STEP. BE ROOM — — ixeoRa. IS—, u L SSA 3 OM5'6'INSUL—/ IFAy MTEO ODOR — 2 CAR GARAGE 'CLBPAO°Wx8' [Iff, O:HmE C e'-0'WxLOPAr 80 NEO.HmEI INSUL OR .INSUL. GARAGE DOOR a FAMILY cSE Ccccwxc A31 DH2046-2 PJC ARAPEO POSTS SINK I B NOTE: ALL FIRST FLOOR WINDOWS SET AT 6' 11" / i 1 � SCALE: i/4"= I'-0" ® - SMOKE DETECTOR FROM FIRST FLOOR UNLESS OTHERWISE NOTED 0 - NEAT DETECTOR FIRST FLOOR AREA - 1,725 11 CM- CARBON MONOXIDE DETECTOR NOTE: ALL EXTERIOR WAILS TO BE 2x6 WALL CO $HG4ER D 2.4 WALL CONST. 0 16" O.C. 5—,0� ®-- - 2.6 WALL CONST. 0 16" O.C. 6- 12-10j" ' KITCIEN NGE DINING EAN T BEDROOM #3 T e— BATH/ ' .LL— 1 .t1'L1'rnitWMaux CLc.4uxEJ AWveIX¢4. ry61'° CATHEgVL. rueaew Awn n i CM 13R OAS RREVUCE EN! THH 14'-0'27 ® I' 11 g CLG. ux[ RCOF 3 5" s LIVING "s" "S" qK, BEDROOM #2 TIIERMATRO' sE 6' 0"-1 3_91+ , O.OLPAR1 A21 BUILT L�J —Ix PJC ARAPEO POSTS COMPOSITE DECKINtJOIST T. 6x6 BEYOND P.T. PSON POST/SEAM NNECTION X8 P.T. IKID PVC SKIRT SIMPSON' Hi HUPuns CLIP 0 EAC3 4 2X10 P.PSON BEAM FON. CONNECTION GRACE ttP. I0' DIA CONC. SONOTUEE NOTE: ALL EXTERIOR FASTENERS STAINLESS STEEL HANGERS,. ON'BIGFOOT' BF -24 TO 4'-0' BOLTS MOW GRADE MIN. k HARDWARE DECK DETAIL SCALE: "= I'-0" 3 1/2" �2x10 RAPPERS 0 16" O.C. COM. 2.4 RATE WIO JOISTS 0 R'O.C. R-30 INSUL SOLD BLOCKING RAPPING ® 16" O.C. RRECODE GYP BOARD x 16" M.L. L.V.L RUSH BEAM ON TOP W L&LY COLS. n GARAGE BEAM DETAIL SCALE: 11/2"=P-0" STARBUI IONRTF?Ur TION FFR .. mm, LOT#2 GREAT WESTERN ROAD YARMOUTH, MA p FLOOR PLAN I 214M 1 4 d FIRST FLOOR PLAN B NOTE: ALL FIRST FLOOR WINDOWS SET AT 6' 11" / i 1 � SCALE: i/4"= I'-0" ® - SMOKE DETECTOR FROM FIRST FLOOR UNLESS OTHERWISE NOTED 0 - NEAT DETECTOR FIRST FLOOR AREA - 1,725 11 CM- CARBON MONOXIDE DETECTOR NOTE: ALL EXTERIOR WAILS TO BE 2x6 WALL CO L m— - 2.4 WALL CONST. 0 16" O.C. ®-- - 2.6 WALL CONST. 0 16" O.C. COMPOSITE DECKINtJOIST T. 6x6 BEYOND P.T. PSON POST/SEAM NNECTION X8 P.T. IKID PVC SKIRT SIMPSON' Hi HUPuns CLIP 0 EAC3 4 2X10 P.PSON BEAM FON. CONNECTION GRACE ttP. I0' DIA CONC. SONOTUEE NOTE: ALL EXTERIOR FASTENERS STAINLESS STEEL HANGERS,. ON'BIGFOOT' BF -24 TO 4'-0' BOLTS MOW GRADE MIN. k HARDWARE DECK DETAIL SCALE: "= I'-0" 3 1/2" �2x10 RAPPERS 0 16" O.C. COM. 2.4 RATE WIO JOISTS 0 R'O.C. R-30 INSUL SOLD BLOCKING RAPPING ® 16" O.C. RRECODE GYP BOARD x 16" M.L. L.V.L RUSH BEAM ON TOP W L&LY COLS. n GARAGE BEAM DETAIL SCALE: 11/2"=P-0" STARBUI IONRTF?Ur TION FFR .. mm, LOT#2 GREAT WESTERN ROAD YARMOUTH, MA p FLOOR PLAN I 214M 1 4 d OVERFRAM 2X6 WALL CONSTRUCTION W/ R-21 INSUL k a`- ZIP' SHEVHNG MOST FLR.I .1iy I. Ln 200 RAFTERS O RIDGE FAM 0 16" O.C. 16" O.C. W/ 'ZIP' BOARDP. 5/6" SHEATIING TIES 00" BEDROOM #2 O.C. 2 2'-0" 3.5� R-49 e } J I } 3/4" PL 0 I, - T-.� Ir 11� l:- If--Il-ll-4 I Irl- -IF -Ir1l ll -I 200 JOISTS O Nfi" OL. -49 INSUL. R-49 INSUL 12 F-IP-1--II_1 11 8 2x6 TES C. J II II I 11 1 11 11 II I 1 11 11 II II II BOARD ' t?^ 48" O.C. II II II II II II II II II II II I: II II II II II 20 WALL CONSTRUCTION 'I a vT-Ir 11"' W/ R-21 INSUL W,{" LIVING DINING ZIP' SHEATHING ,I - - - - 3/4" PLYW00 w FIRST ALR. ELEV. LUJ'L II II II II II II IF 11 II II II II II lI II 1 TJI 15150 R-30 2x6 O 16" O.C. Be, 6' O.C. 0 1$x9f L GFAM , O.C. 0 16° O.C. t 4' CONCRETE SUB / 6%6 ..: �•.: WIRE MESH AND 6 KPOLY 0 2x10 RAFTERS 0 TION S , 5CA 1/4"= 1'-0" 2X6 WALL CONSTRUCTION W/ R-21 INSUL k a`- ZIP' SHEVHNG MOST FLR.I 2x10 CEILING J0156 1x3 $TRAPPING *ISO.C. 0 16" O.C. BOARDP. :P�k TIES 00" BEDROOM #2 O.C. BEDR R-49 2x10 CEILING J0156 1x3 $TRAPPING *ISO.C. 0 16" O.C. BOARDP. 2.10 RAFTERS 0 BEDROOM #2 BEDR OM #3 3/4" PL 0 I, T-.� Ir 11� l:- If--Il-ll-4 I Irl- -IF -Ir1l ll -I Til JOISTS 0J R-30 INS 16" O.C. 1.1j^x9y"L EFAF1 4' CONCRETE SLAB W/ 6X6 WIRE MESH AND 6 MIL. POLY 26'-0' SECTION 3 SCALE: I /4"= I'-0" 2x6 WALL CONSTRUCTION W/ R-21 INSUL 4 Fl ZIP' SHEATHING Til JOISTS 16' O.C. 8' CONC. FOUNDATION WALL ON 16'x10"xCONT. CONC. M. 12 6� R-49 INSUL L xr. � x 2x8 CEILING JOISTS 0 16, O.C. GYP BO RD FAMILY ROOM 3/4" PLYWOG R-30 INSUL 4' CONCRETE SUB A/6 WIRE MES ANO 6 MI, . POLY I , 48" O.C. IDGE VENT 2x10 0 x12 RIDGE 16"OC W/ ' .C. W/ '21P' IF STUDS O 16' s/e• sHEATHmc — — O.C. UP TO RAFTERS 2,10 RAFTERS 0 2x4 TES 0 16' O.C. 12 6' OL. W/ 'ZIP Zr 2x6 CEILING JOISTS 5/8' SHEATHING 2x10 CEILING JOISTS 2xfi TES 0 I/ 0 16" OC. 48 O.C. iii O 16' O.C. JO INSUL, II 1x3 STRAPPING tia 3'12UYE w Bum 1x3 6'R4 C. 2%6 WALL CONSTRUCTION W/3LATERBOF 0 16 0,0. 5/e" ER GYP. W/ R -'Z INSUL 8 %" 9 OARO O WPLLS, ®I6' O C 1 ^'„ j•PLYWOW .ZIP' SHEATHING CLO.. k BWA '2 o IN 6x6 POST q =" 2 CAR GARAGE ie koREGRouxli PF 1PF P.T. 2x8 JOISTS �I O 16" O.C. +I FIRST FLR_ ELEV. E71 5" CONCRETE SUB------'�gg- I W/ 6X6 WIRE MES 8" GONG FOUNDATION '4 S AND 6 MIL. POLY WALL ON 16"x10"xCONT. I CONC. RG. ( Y f 1 o < < M. 10" DIA. CONE. ONI CI 23,_0• Z' -`Z BF -24 TO C BELOW GRACE MIN. �ON SCALE: I /4"= I'-0" SECTION wq 4 SCALE: 1/4„=1'.0” TARBUCN 14•_0•• RIDGE VENT voce 6uw 2.10 RAFTERS 0 I6" O.C. W/ 'ZIP' 5/8• SHEATIING T-.� Ir 11� l:- If--Il-ll-4 I Irl- -IF -Ir1l ll -I -49 INSUL. 12 F-IP-1--II_1 11 8 2x6 TES C. J II II I 11 1 11 11 II I 1 11 11 II II II ' t?^ 48" O.C. II II II II II II II II II II II I: II II II II II - vT-Ir 11"' � II II II II II II II II II II II II II II II II I - - - - R-49 INSUL 1x8 CEILING JOSTS II II II II II II IF 11 II II II II II lI II 1 2x6 O 16" O.C. Be, , O.C. 0 16° O.C. t -30 INSUL ..: �•.: 0 2x10 RAFTERS 0 n „ 1 , STRAPPING 2%6 WALL CONSTRUCTION 9" p MASTER 2x10 CEIMNG JOISTS i"Ln O tfi" O.C. W/ R-21 INSUL & 1{' 2" GYP. " O.C. 1}1�'xll FWGN 0.G. G[AM 'ZIP' SHEATHING BOARD BEDROOMY ROOM [2�8,OISTSfj'x16"Ln C.m 2 CAR GARAGE 3/4' PLYW00 FIRST FLR. ELEV. -- - - II 11 ' - - - - - 7777 Til JOISTS O R-30 INSUL. IB" O.C. 5' CONCRETE SUB S 21 L W/ 8X6 WIRE MES IRAN B" CONC. AND 6 MIL. POLY o FOUNDATON WALL 1 4° CONCRETE SUB W/ 8%6 OONC. FTO CONT: WIRE MESH AND 6 MIL POLY 22._B" 23._4" NOTE: PROVIDE 84 MAX. RISER HEIGHT AT ALL STAIRS SECTION , 2 SCALE: I!4"= I'_0..' NOTE: PROVIDE RIGID WIND WASH BARRIER AT EXTERIOR EDGE OF EXTERIOR WALL TOP PLATE NOTE: G.C. TO REFER TO WOOD FRAMING CONSTRUCTION 31-9. MANUAL FOR 110 MPH WIND DESIGN CONSTRUCTION x12 RIDGE RIDGE VENT 12'-0" 2.12 PIRG 2x6 TIES 0 2x6 WALL CONSTRUCTION W/ R-21 INSUL 4 Fl ZIP' SHEATHING Til JOISTS 16' O.C. 8' CONC. FOUNDATION WALL ON 16'x10"xCONT. CONC. M. 12 6� R-49 INSUL L xr. � x 2x8 CEILING JOISTS 0 16, O.C. GYP BO RD FAMILY ROOM 3/4" PLYWOG R-30 INSUL 4' CONCRETE SUB A/6 WIRE MES ANO 6 MI, . POLY I , 48" O.C. IDGE VENT 2x10 0 x12 RIDGE 16"OC W/ ' .C. W/ '21P' IF STUDS O 16' s/e• sHEATHmc — — O.C. UP TO RAFTERS 2,10 RAFTERS 0 2x4 TES 0 16' O.C. 12 6' OL. W/ 'ZIP Zr 2x6 CEILING JOISTS 5/8' SHEATHING 2x10 CEILING JOISTS 2xfi TES 0 I/ 0 16" OC. 48 O.C. iii O 16' O.C. JO INSUL, II 1x3 STRAPPING tia 3'12UYE w Bum 1x3 6'R4 C. 2%6 WALL CONSTRUCTION W/3LATERBOF 0 16 0,0. 5/e" ER GYP. W/ R -'Z INSUL 8 %" 9 OARO O WPLLS, ®I6' O C 1 ^'„ j•PLYWOW .ZIP' SHEATHING CLO.. k BWA '2 o IN 6x6 POST q =" 2 CAR GARAGE ie koREGRouxli PF 1PF P.T. 2x8 JOISTS �I O 16" O.C. +I FIRST FLR_ ELEV. E71 5" CONCRETE SUB------'�gg- I W/ 6X6 WIRE MES 8" GONG FOUNDATION '4 S AND 6 MIL. POLY WALL ON 16"x10"xCONT. I CONC. RG. ( Y f 1 o < < M. 10" DIA. CONE. ONI CI 23,_0• Z' -`Z BF -24 TO C BELOW GRACE MIN. �ON SCALE: I /4"= I'-0" SECTION wq 4 SCALE: 1/4„=1'.0” TARBUCN WALL UP TO 1 V-61" P1 �© -6 7112 -- I NOTE: ALL ROOF RAFTERS TO BE 2x10 0 16" O.C. UNLESS. OTHERWISE NOTED NOTE: PROVIDE 'SIMPSON' HURRICANE CLIPS ® ALL RAFTER/TOP PLATE CONNECTIONS NOTE: G.C. TO REFER TO WOOD FRAMING CONSTRUCTION MANUAL FOR 110 MPH WIND DESIGN CONSTRUCTION 4 A -S 8'-0' PLATE MOM ttP. I ♦ 8112 1 8/12 I► '. - 1 O.H MFFLOW LOW wT IAYFRSOFj' ,8'-0- PLATE FROM FIRST FLOOR PLYWOOY 9k" \J3, -Ir PLATE Mom FLOOR ROOT FRAMING PLAN SCALE: 1/4'= I'-0' -0" PIATE FROM RST FLOOR UP TO RAFTERS M. PROVIDE BLOCKING 0'e'-0" O.C. 0 FIRST 3 RAFTER BAYS ROOF PLAN SCALE: I /8"=1'-0" ASPHALT SHINGLES 5/8" 'ZIP' SHEATHING 2.10 RAFTERS 0 16"O.C. 12 VENT AS REQUIRED R49 BLOWN -IN INSULATION HURRICANE CLIP 4. METAL DRIP EDGE 1x8 FASCIA W/ GUTTER x3 STRAPPING 0 16" O.C. CONTINUOUS 2" SOFFIT VENT 2-2xfi TOP PLATE 1.2 PVC SOFFIT 1/2" GYPSUM BOARD 1x5 PVC SOFFIT WALLS & CEILINGS 1x8 PVC FRIEZE S. O.H. R-21 KRAFT -FACED BATT INSULATION ON 16 STRAPPING BETWEEN 2.6. STUDS 0 16" O.C. EXTERIOR SIDING 7/16" 'ZIP' SHEATHING PROVIDE 'SIMPSON' H10 HURRICANE CLIPS 0 EACH RAFTER & PLATE CONNECTION EAVE DETAIL @ CATHEDRAL G SCALE: 1 I/2"=1'-0" ASPHALT SHINGLES 5/8" 'ZIP' SHEATHING 2. RAFTERS 0 16"O.C. 12 VENT AS REQUIRED R49 BLOWN -IN INSULATION HURRICANE CLIP METAL DRIP EDGE 4 a �r CONTINUOUS 2" SOFFIT VEM 1x2 PVC SOFFIT - 2x CEILING JOISTS 0 16" O.C. 1x5 PVC SOFFIT Ix6 PVC FRIEZE 1x3 STRAPPING 016" O.C. ON 1x5 STRAPPING 2-2x6 TOP PLATE 8" O.H. 0W LLS & WALLS YPSUM (9" O.H. 0 7/12)12) R-21 KRAFT -FACED BATT EXTERIOR SIDING INSULATION BETWEEN 2x6 7/16" 'ZIP' SHEATHING STUDS 0 16" O.C. PROVIDE 'SIMPSON' HURRICANE CLIPS 0 EACH RAFTER & PLATE CONNECTION J TYPICAL EAVE DETAIL SCALE: 11/2"=1'-0" 12 _ Q 00 RAFTERS 0 16" O.C. "'ZIP' SHEATHING 2x6 CEILING JOISTS 0 16"O.0 L A-5 ROOT FRAMING PLAN SCALE: 1/4'= I'-0' -0" PIATE FROM RST FLOOR UP TO RAFTERS M. PROVIDE BLOCKING 0'e'-0" O.C. 0 FIRST 3 RAFTER BAYS ROOF PLAN SCALE: I /8"=1'-0" ASPHALT SHINGLES 5/8" 'ZIP' SHEATHING 2.10 RAFTERS 0 16"O.C. 12 VENT AS REQUIRED R49 BLOWN -IN INSULATION HURRICANE CLIP 4. METAL DRIP EDGE 1x8 FASCIA W/ GUTTER x3 STRAPPING 0 16" O.C. CONTINUOUS 2" SOFFIT VENT 2-2xfi TOP PLATE 1.2 PVC SOFFIT 1/2" GYPSUM BOARD 1x5 PVC SOFFIT WALLS & CEILINGS 1x8 PVC FRIEZE S. O.H. R-21 KRAFT -FACED BATT INSULATION ON 16 STRAPPING BETWEEN 2.6. STUDS 0 16" O.C. EXTERIOR SIDING 7/16" 'ZIP' SHEATHING PROVIDE 'SIMPSON' H10 HURRICANE CLIPS 0 EACH RAFTER & PLATE CONNECTION EAVE DETAIL @ CATHEDRAL G SCALE: 1 I/2"=1'-0" ASPHALT SHINGLES 5/8" 'ZIP' SHEATHING 2. RAFTERS 0 16"O.C. 12 VENT AS REQUIRED R49 BLOWN -IN INSULATION HURRICANE CLIP METAL DRIP EDGE 4 a �r CONTINUOUS 2" SOFFIT VEM 1x2 PVC SOFFIT - 2x CEILING JOISTS 0 16" O.C. 1x5 PVC SOFFIT Ix6 PVC FRIEZE 1x3 STRAPPING 016" O.C. ON 1x5 STRAPPING 2-2x6 TOP PLATE 8" O.H. 0W LLS & WALLS YPSUM (9" O.H. 0 7/12)12) R-21 KRAFT -FACED BATT EXTERIOR SIDING INSULATION BETWEEN 2x6 7/16" 'ZIP' SHEATHING STUDS 0 16" O.C. PROVIDE 'SIMPSON' HURRICANE CLIPS 0 EACH RAFTER & PLATE CONNECTION J TYPICAL EAVE DETAIL SCALE: 11/2"=1'-0" 12 _ Q 00 RAFTERS 0 16" O.C. "'ZIP' SHEATHING 2x6 CEILING JOISTS 0 16"O.0 UAL GRIP EDGE / 2x6 PLATE ' O.H. 0 7/12 x8 FASCIA BEAD BOAR ONT. 2' SOFFIT VENT HURRICANE CLI 0 LLCCITT 1x TRI LL n I., 3-2x8 BEAM W/ 2 LAYERS OF }' PLYWOOD ix TRIM SIMPSON' 'OST TO BEAM CONNECTION NOTE T. 6.6 POST BEYOND -ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL- HANGERS, BOLTS & HARDWARE -ALL TIES & STRAPS TO FOLLOW MANDE SPEC FOR 110 MPH WIND PORCH EAVE DETAIL 4 .SCALE: I "=1'-0" e NLL�Ery! PILL MDAII SHGTMIO. SNGMNG L A FPONT PLYWOOD 7\) SCALE: U8"=1 -0" NLL XfNM NLL�NWM NLL Npd! sxumixu sxumwu a�c�wmu W RIGHT PLYWOOD u SCALE: U8"= I'-0" L REAP PLYWOOD DIAGRAM SCALE: 115-=1'-0" W LEFT PLYWOOD DIAGRAM 8'-0" WAI L HEIGHT REQUIRES A 2'-4" MIN. SHEATHING WIDTH L/W w 62/58 = 1.07 ASPECT RATIO SHEAF WALL REQUIRED TO BE: H/W < 3.5 REFER TO WFCM 110 MPH EXPOSURE B TABLE 10 (W). & TABLE 11 (L) FOR FULL HEIGHT SHEATHING PERCE ITAGE REQUIREMENTS AND NAIL SPACING NOTE: FOR WALLS THAT DO NOT MEET THE SHEATHING SIZE NAILING REQUIREMENT PROVIDE 7/16" 'ZIP' PLYWOOD TO 80 H THE EXTERIOR & INTERIOR FACES OF THE WALL NOTE: C.C. TO REFER TO. WOOD FRAMING CONSTRUCTION MANU L FOR 110 MPH WIND DESIGN CONSTRUCTION POSURE 2 1111 mph WIND SPEED GROUND SNOW LOAD 25 PSF NIO CEILING JOISTS IB TOP PIAT ,6 STUDS 0 16" O.C. rx11 a" HEADER 'SON' M20 COIL P 1-1/4'%(L) 20 9a. —2-2x6 KING. STUDS —2-2x6 JACK. STUDS —2-2x6 JACK STUD 2-2x6 STUDS P.T. 2x6 SILL PEAT 6 PLATE f _ 1 RT`E"DIA. STEEL ANCHOR OLTS W/ 34"4" PUTE ' 11 I6 WASHERS OUNDATION WALL GARAGE WALL DETAIL I SCALE: I "= 1'I "= I' 0" 2 ROWS OF Bd 0 3" O.C. 3%3'W," PIATE WASH Rd 0'B' O.C. ,i 2 ROWS OF 166 0' 24' O.C. W DIA STEEL ANCHOR (SEE FOUNDATION PUN FOR SPACINO P.T. 2-2x6 SILL CORNER DETAIL P 'SIM SON' SPH STUD PLATE TIE HEADER 'SIMPSON' CS20 COIL STRAP 1}'N(L) 20 g.7 — FULL HT. STUDS REDUCTION JACK SND NOTE OPENINGS GREATER THAN 5'-0" REQUIRES 2 JACK STUDS & 2 KING STUDS NOTE ALL TIES & STRAPS TO FOLLOW MANUF. SPEC FOR 170 MPH WIND STRAPPING DETAIL J SCALEI "= I' -Q' SND WALL BLOCKING SCREWED PLYWOOD EL EDGE �ARBUC LOT #2 GREAT WESTERN ROAD YARMOUTH, MA CODE COMPLIANCE l 7 22