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HomeMy WebLinkAboutBLD-17-2754WINDOW S TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN TW 2446 2'-6 1/8" x 5'-0 7/8" DOUBLEHUNG B " A 251 2'-4 7/8" x 2'-0 5/8" AWNING C " TW 2442 2'-6 1/8" x 4'-4 7/8 DOUBLEHUNG D C335 4'-0 1/2" x T-5 3/8" CASEMENT E " " TW 24310 2'-6 1/8" x 4'-0 7/8" DOUBLEHUNG 1. CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2. ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR/INTERIOR GRILLES W/ SPACER BAR. LOW -E HP 4 GLAZING W/ SCREENS & METRO HARDWARE 3. OPTIONAL WINDOW MANUFACTURER IS MARVIN INTEGRITY. 0 N N i CO T UIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE ,MA. 02649 PH. (506) 274-1166 FAX 508 539-9402 FIRST FLOOR = 1288 S.F. Q SMOKE DETECTOR SECOND FLOOR = 741 S.F. © CARBON MONOXIDE DETECTOR TOTAL FINISHED SPACE = 2029 S.F. ® HEAT DETECTOR r�_ADA= 480 S F - 2100-ainyJ\1r"SWlMAama-m-ro1 �OTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-10" ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 5.) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING 6.) 110 MPH EXPOSURE B WIND ZONE 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 9.) SEE CERTIFIED PLOT PLAN DEVELOPED FOR ALL PROPOSED & EXISTING DETAILS 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS. 11.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 12.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 13.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 14.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ ALL LOCAL CODES IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 492.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR I SKYLIGHT U -FACTOR CEILING R -VALUE WOOD FRAMED WALL -VALUE FLOOR R -VALUE BASEMENT WALL R -VALUE BASEMENT SLAB R -VALUE CRAWL SPACE WALL R -VALUE 0.32 0.60 49 _R 20 30 15/19 10 (2 FT. DEEP) 10113 NOTES: 1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OM,MISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE: BUILDING OFFI IAL 0 N THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF � DRAWING 9'+r�J I�Q. CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411 = 1 1-011 IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE: OFTHEOWNER NOTED. OTHER USE OF O A- 1 REVISED: 5/4/201 7 THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 10/24/2016 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. TYP. MID -AMERICA HARBORVIEW OR ATLANTIC SOLID CORE PVC SHUTTERS TYPICAL 1/2"x 6" CERTAINTEED CLAPBOARD SIDING 4" TO THE WEATHER AT FRONT - TYP. 2.5 x 2.5 SILL t -- TYPICAL ASPHALT ROOF SHINGLES - 12 11F FE min. �_ _- �� =gym �I• FRONT, i AZEK 1 x 8 FASCIA & FRIEZE BOARDS LEFT SIDE ELEVATION MID, COTUIT BAY DESIGN LLC 43 BREWSTER RUA MASHPEE ,MA. 02649 PH. (503) 274-1166 FAX (50 8) 539-0402 FLOOR )R 'LATE 7 aS Eo - !NG t ED OOR aR REAR E=LEVATIUN THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ONSCALE �a-� /�,�R/I� p�®. THESE DRAWINGS PRIOR TO START OF RI V h f tl F%../EX: CONSTRUCTION. THE BUILDING CONTRACTdR NEW HOUSE WILL BE RESPONSIBLE FOR 1HE CONTENT itM 1 1-011 IN THESE DRAWINGS IF CONSTRUCTION 1/4 COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. � � DATE: THESE DRAWINGS ARE SOLELY FOR THE USE RALP { n _ R O OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN � ���/�� RETIE: 5/4/201 CONSENT OF THE DESIGNER UNDER THE fi �y RMOUTHPORT, ARCHITECTURAL COPYRIGHT PROTECTION 16 TA AN� f A DRACT OF 1990. oIN TYPICAL ASPHALT a ROOF SHINGLES 518" CDX PLYWOOD SHEATHING 2 x 12 RAFTERS s 154 FELT PAPER SIMPSON H 2.5 HURRICANE CLIPS WIND WASH /— 3'0" WIDE ICEAVATER SHIELD BARRIER ALUMINUM DRIP EDGE 1 x 8 FASCIA BOARD 1 x 3 STRAPPING W/ 1/2" GYPSUM BOARD 1 x 4 SOFFIT BOARD \ 1 x CONT. VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYP. 2 x 6 WALLS 1 3/4" CROWN 1 x 6 FRIEZE BOARD DETAIL AT WALL SCALE: 1/2" = V-10" 16' oc, n„ hlawgu l tf -U A B A4 C A4 A3 N RAAI D "� G NO.: O.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT ! IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE DATE: OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN — CONSENT OF THE DESIGNER UNDER THE 10/24/2016 " ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. ON 2 1J 4 2 x'12 RIDGE BOARD \O p ! r I s ♦ 0 m � C N i n 2K 2 x 12 RIDGE BOARD INSTALL 112" PLYWOOD INSIDE DORMER CHEEK WALLS J 2J T I I I I j l — ! r , i A 6 , I — r r � ♦ 0 0 m 0 n s � ♦ 0 m m W '° o .. III ;~ 4' N , – - - x – - 5'-2" A4 9'-10" --1 O A A3 16-0" 4'-10" 4'-8" B 4 6'-2" 4'-8" 6'-2" 4'-8" 4'-10" (GABLE DORMER) (GABLE DORMER) (GABLE DORMER) 36'-0„ (SHED DORMER) 20'-0"Ar "COTUIT BAY DESIGN, LLC _. 43 BREWSTER ROAD MASHPEE ,ISA. 02649 PH. (506 274-1166 FAX 5081539-9402 S E C 0 "'No D F Lu" 0 R F RAIRVI'l N G P LA N'. L-m Ilk p EW ' r> R F"&IRALPH CROSSO'EIN16 TASMArNIA DRIVE YARMOUTHPORT, MA 0 v N OFFRAMIN SPLAIN! DOTES: 1.) ALL ROOF RAFTERS TO BE 2 X 12' UNLESS OTHERWISE NOTED 2.) USE SIMPSON H4 HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS CONT. RIDGE VENT 2 x 6's 116" o.c. 2 x 12 RIDGE BOARD TYP.WALL CONST. 1.2 x 6 STUDS @ 16" a.c. 2.1/2" PLYWOOD SHEATHING 3. 6" (R=21) batt INSULATION 4. 1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 6. TYV._K VAPOR BARRIER P.T. 2 x 6 W1 SILL SEALER TYP. 8" CONCRETE FOUNDATION WALLS TO W/ 10" x 24" CONCRETE FOOTINGS & 2 x 4 KEY, (2) #4 HORIZONTAL BARS AT'fOP OF WALL 2" CLEAR DAMP PROOF WALLS BELOW GRADE 12 ///,// UNFINISHED ST01�AGE 3/4" T & G PLYWOOD \ SUBFLOOR- GLUED & NAILED } 2 x 10's @ 13" O.C. --'L -- _ L \—TYP. 1/2" GYP BOARD =-_--_—_-_�____------___— ON 1 x 3 STRAPPING @ 16" c.c. i LIMING — 3/4" T & G PLYWOOD SUBFLOOR- GLUED & NAILED 2 x 10's @ 16" ox. 2 x 10's @ 16" o.c. 9" BATT INSULATION (R=30)– 3- 2 x 12 GIRT FULL BASEMENT i TYPICAL 3 112" DIA. STEEL LALLY COLUMN �6 M✓?ILOPOLY UNDER REVISED. 5/4/2017 __I --TYPICAL 30" x 30" x 12" CONCRETE FOOTING TYP. ROOF CONST. - 2 x 12 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 15LB. FELT PAPER 10" HI -R BATT INSULATION @ SLOPED CEILINGS (R=38) - BATT INSULATION @ FLAT CEILINGS (R=49) - 2 x 12 RIDGE BOARD - SIMPSON H 4 HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS -WIND WASH BARRIERS - ALUMINUM DRIP EDGE SECOND FLOOR SUBFLOOR TOP OF PLATE co t0— ao LIVING `° LO N rn FIRST FLOOR SUBFLOOR THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON : SCALE: RAAI D "� G NO.: O.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/4I 1 ry 1 �_ ��� IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE DATE: OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 10/24/2016 " ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. F V INSTALL SI TENSION T EVENLY SF DECK JOIS — INSTALL SIMPSON DTT1Z I I TENSION TIES AT (4.) LOCATIONS EVENLY SPACED FROM HOUSE TO I DECK JOIST I I I I INSTALL FLASHING UNDER j HOUSEWRAP & DECKING i I � DECKING FLOOR JOISTS F.T. 2 x 10's @ 16" o.c. INSTALL PEEL & STICK RUBBER MEMBRANE BETWEEN LEDGER & SHEATHING P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ JOISTS HANGERS DECK\ DETAIL e k.: COTUT BAY DESIGN , LLC 43 BREWSTER ROAD BIAS H P E E , ISA. 02649 PH. (563 274-1166 FAX (56�) 539-9462 �11F, 11 q 10- - i 1 -u, Extent of header (two braced wall segmentsi Extent of header (one braced wall segment) SIDE ELEVATION 2 Anchor bolts per 1 Per table. ` Foundation per code R403.1-6 req,;ired R602.10.4.1.1 PA APA NARROW WALL BRACING METHOD 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION Min, 1000 Ib tension strapt. Strap shall be centered at bottom of header. [INTERfOR] Sheathing filler if needed I 6d sinker nails in 2 rows @ 3" o.c. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Full-length king studs 3/8" minthickness wood structural panel sheathing NOT TO SCALE 15" 6" 9" CD I in U 6 TYP.WALL CONST. 1. 2 x 6 STUDS @ 16" o.c. 2.1/2" (PLYWOOD SHEATHING 3. 6" (F2=21) batt INSULATION 4.1/2" GYPSUM BOARD 5. W.0 SHINGLE SIDING 6. TY K VAPOR BARRIER P. .2 x 6 W/ SILL SEALER CONT. RIDGE VENT F_Z5�: 12 2 x 6's @ 16" o.c. F�11 IT 11 1 12 I i t 2 Xqus c! 16 O.C. ( o STUDY -0„ i� SOLID BLOCKING / rUNDER DORMER WALL _ 2 x 10's @ 16" o—c—--- _ _2 x 10's -a 16" o.c. - 000000100 1 TYP. 112" GYP, BOARD i ON 1 x 3 STRAPPING 3-1 3/4" x 9 1/4" LVL BEAM @ 16" o.c. BLOCK BETWEEN KITCH E I� JOISTS f' t✓ ��! INSTALL SIMPSON DTT1Z TENSION TIES AT (2) LOCATIONS EVENLY SPACED FROM HOUSE TO cl- DECK JOIST ct 2 x 10's @. 16" o.c. f 3- 2 x 12 GIRT FULL BASEMENT --TYPICAL 3 1/2" DIA. t STEEL LALLY COLUMN —4" CONC. SLAB VV/ 10 MIL. POLY UNDER , TYP. 8" CONCRETE FOUNDATION WALLS TO W/ 10" x 24" CONCRETE FOOTINGS & 2 x 4 KEY, (2) #4 HORIZONTAL BARS AT TOP OF WALL o 2" CLEAR DAMP PROOF WALLS BELOW GRADE INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 38" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"-15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. co z co — co E1 HOUSE ANCHOR(' B 3/4" T & G PLYWOOD SUBFLOOR- GLUED & NAILED 2 x 10's @. 16" o.c. 9" BATT INSULATION (R=30) _— TYF'ICAI_ 30" r, 30" x 12" CONCRETE FOOTING SECTION @ DINNIP14G/KlTCh-EEfV 12 - - -- -- - 4+ / TOP OF PLATE / / 2 x 10's @ 16" o.c. 3 / / b / / N / / oo / 2'-0" / STORAGE 12 j 3- 1 314" x 14" LVL BEAM SECOND FLOOR SUBFIAOR , TOP OF PLATE 2 x 10's @ 16" o.c. 2 x 10's @ 16" o.c. 3- 1 3/ " x 14" MULTI _VLHEADER—i SOLID BLOCKING UNDER DORMER T. 2 x 6 SILL W/ SEALER GARAGE a OLS DETAIL �I III INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 24" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. Z T. 2 x 6 SILL W/ SEALER i E Ai*q'CHOR BOLT DETAIL . ROOF - 2 x. 12 ROOF RAFTERS @ 16" o.c. - 5.18" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES -15LB. FELT PAPER - 10" HI -R BATT INSULATION @ SLOPED CEILINGS (R=38) - BATT INSULATION @ FLAT CEILINGS (R=4S) - 2 x 12 RIDGE BOARD - SIMPSON H 2.5a HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS -WIND WASH BARRIERS -ALUMINUM DRIP EDGE TOP OF PLATE - THE DESIGNER SHALL BE NOTIFIED IF ANY Pony SCALE �RAi�� INC NO CONSTRUCTION. THE BUILDING CONTRACTOR wall �01 ����� SECOND FLOOR IN THESE DRAWINGS IF CONSTRUCTION SUSFLOOR he fill �^ TOP OF PLATE TYP.'ALL CONST. 1. 2 x 6 STUDS @ 16" o.c. in THESE DRAWINGS ARE SOLELY FOR THE USE ° OF THE OWNER NOTED. ANY OTHER USE OF 3.6" (R=21) BATT INSULATION 'y r Min. 3" x 11-1/4" net header THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 4. 1/2" GYPSUM BOARD .- ARCHITECTURAL COPYRIGHT PROTECTION 5. W.C. SHINGLE SIDING ao '1 o Header shall be fastered to the king 1 cp plate 4 6. TYVEK VAPOR BARRIER lel to stud with 6-160 sinker nails required p 12,1,1 io Fasten sheathing to header with 6d common Wax. 1°1 I nails in 3 -in. grid pattem as shown and 3 in. total 1.1 b o.c. in all framing (studs and sills) typ. N311 P.T. 2 x 10's @ 16" o.c.--____-.- 3- P.T. 2 x 10 BEAM 1 g"t I,I bbj SON AC bl Iola SER ES POST Ll b Minimum 1000 Ib header -to -lack -stud strap shall be— CAP centered at bottom of header and installed on BEAM W/ SIMPSON bl W backside as shown on side elevation, each side of b' opening. (SIMPSON LSTA240) 10' Max. of (°I° For a panel splice (if needed), panel edges shall occur over and b hlght lot ;< pI nailed to common blocking and occur within the middle 24 in of w height. One row of 3 in. o.c. nailing is required at each panel edge I°I P 2'te 18' (finished width) lel (op'�,� Min, length based on 6.1 height -to -width ratio. For examp'e. 16 In. n1in. for 8 R. he=ght. Braced was of°_.. '�_ I' Min. number of studs continuous [°I I I shown - (2) 2x4 R602.10.5 I I i t I I 1 No of jack sl Full-length king stud table R502.5 ° IoI°4 yv--Min. 2"x2"X-Xs' plate washer,typ. 4 SIDE ELEVATION 2 Anchor bolts per 1 Per table. ` Foundation per code R403.1-6 req,;ired R602.10.4.1.1 PA APA NARROW WALL BRACING METHOD 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION Min, 1000 Ib tension strapt. Strap shall be centered at bottom of header. [INTERfOR] Sheathing filler if needed I 6d sinker nails in 2 rows @ 3" o.c. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Full-length king studs 3/8" minthickness wood structural panel sheathing NOT TO SCALE 15" 6" 9" CD I in U 6 TYP.WALL CONST. 1. 2 x 6 STUDS @ 16" o.c. 2.1/2" (PLYWOOD SHEATHING 3. 6" (F2=21) batt INSULATION 4.1/2" GYPSUM BOARD 5. W.0 SHINGLE SIDING 6. TY K VAPOR BARRIER P. .2 x 6 W/ SILL SEALER CONT. RIDGE VENT F_Z5�: 12 2 x 6's @ 16" o.c. F�11 IT 11 1 12 I i t 2 Xqus c! 16 O.C. ( o STUDY -0„ i� SOLID BLOCKING / rUNDER DORMER WALL _ 2 x 10's @ 16" o—c—--- _ _2 x 10's -a 16" o.c. - 000000100 1 TYP. 112" GYP, BOARD i ON 1 x 3 STRAPPING 3-1 3/4" x 9 1/4" LVL BEAM @ 16" o.c. BLOCK BETWEEN KITCH E I� JOISTS f' t✓ ��! INSTALL SIMPSON DTT1Z TENSION TIES AT (2) LOCATIONS EVENLY SPACED FROM HOUSE TO cl- DECK JOIST ct 2 x 10's @. 16" o.c. f 3- 2 x 12 GIRT FULL BASEMENT --TYPICAL 3 1/2" DIA. t STEEL LALLY COLUMN —4" CONC. SLAB VV/ 10 MIL. POLY UNDER , TYP. 8" CONCRETE FOUNDATION WALLS TO W/ 10" x 24" CONCRETE FOOTINGS & 2 x 4 KEY, (2) #4 HORIZONTAL BARS AT TOP OF WALL o 2" CLEAR DAMP PROOF WALLS BELOW GRADE INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 38" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"-15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. co z co — co E1 HOUSE ANCHOR(' B 3/4" T & G PLYWOOD SUBFLOOR- GLUED & NAILED 2 x 10's @. 16" o.c. 9" BATT INSULATION (R=30) _— TYF'ICAI_ 30" r, 30" x 12" CONCRETE FOOTING SECTION @ DINNIP14G/KlTCh-EEfV 12 - - -- -- - 4+ / TOP OF PLATE / / 2 x 10's @ 16" o.c. 3 / / b / / N / / oo / 2'-0" / STORAGE 12 j 3- 1 314" x 14" LVL BEAM SECOND FLOOR SUBFIAOR , TOP OF PLATE 2 x 10's @ 16" o.c. 2 x 10's @ 16" o.c. 3- 1 3/ " x 14" MULTI _VLHEADER—i SOLID BLOCKING UNDER DORMER T. 2 x 6 SILL W/ SEALER GARAGE a OLS DETAIL �I III INSTALL 5/8" SIMPSON TITEN HD ANCHOR BOLTS AT 24" o.c. MAX. W/ SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 7 " MINIMUM DEPTH. Z T. 2 x 6 SILL W/ SEALER i E Ai*q'CHOR BOLT DETAIL . ROOF - 2 x. 12 ROOF RAFTERS @ 16" o.c. - 5.18" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES -15LB. FELT PAPER - 10" HI -R BATT INSULATION @ SLOPED CEILINGS (R=38) - BATT INSULATION @ FLAT CEILINGS (R=4S) - 2 x 12 RIDGE BOARD - SIMPSON H 2.5a HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS -WIND WASH BARRIERS -ALUMINUM DRIP EDGE TOP OF PLATE P.T. 6 x 6 POSTS ON 10" DIA. CONCRETE SONOTUBES W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOIJV GRADE. USE SIMPSON ABU66 POST BASE & ACE6 OR AC6 POST CAPS —" 5/8" FIRECODE GYP BD. ON 1 x 3 STRAPPIN @ 16" o.c. IN GARAGE m� (4" CONC. SLAB ; FIRST FLOOR _ PITCH 2'J DQQ7- _ E SUBFLOOR W/ 6 x 6 WWF EMBEDDED —— — -' TOP OF FOUNDlaill. C9 cu 1/4" x 3" FLAT STEEL W/ 1/2" x 4" STUDS @ 24" o.c. DRILLED & GROUTED WI SET EPDXY A4 - THE DESIGNER SHALL BE NOTIFIED IF ANY }- SCALE �RAi�� INC NO CONSTRUCTION. THE BUILDING CONTRACTOR m �01 ����� SECOND FLOOR IN THESE DRAWINGS IF CONSTRUCTION SUSFLOOR COMMENCES WITHOUT NOTIFYING THE �^ TOP OF PLATE TYP.'ALL CONST. 1. 2 x 6 STUDS @ 16" o.c. in THESE DRAWINGS ARE SOLELY FOR THE USE 2.1/2" PLYWOOD SHEATHING OF THE OWNER NOTED. ANY OTHER USE OF 3.6" (R=21) BATT INSULATION 'y r !- sn THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 4. 1/2" GYPSUM BOARD .- ARCHITECTURAL COPYRIGHT PROTECTION 5. W.C. SHINGLE SIDING ao ACT OF 1990. 6. TYVEK VAPOR BARRIER FIKST FLOOR SUBFLOOR PINE FASC P.T. 2 x 10's @ 16" o.c.--____-.- 3- P.T. 2 x 10 BEAM IM,1 SON AC SER ES POST FASTEN JOISTS TO CAP BEAM W/ SIMPSON H4 TIES (0 co P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCBE V 16" o.c. W/ JOISTS HANGERS P.T. 6 x 6 POSTS ON 10" DIA. CONCRETE SONOTUBES W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0" BELOIJV GRADE. USE SIMPSON ABU66 POST BASE & ACE6 OR AC6 POST CAPS —" 5/8" FIRECODE GYP BD. ON 1 x 3 STRAPPIN @ 16" o.c. IN GARAGE m� (4" CONC. SLAB ; FIRST FLOOR _ PITCH 2'J DQQ7- _ E SUBFLOOR W/ 6 x 6 WWF EMBEDDED —— — -' TOP OF FOUNDlaill. C9 cu 1/4" x 3" FLAT STEEL W/ 1/2" x 4" STUDS @ 24" o.c. DRILLED & GROUTED WI SET EPDXY A4 - THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF SCALE �RAi�� INC NO CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT �01 ����� IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF DATE: REVISED: 5/4/201 7 THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE (�9 1 O/24/2 16 ARCHITECTURAL COPYRIGHT PROTECTION tri ACT OF 1990.