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FOR JAMB AND HEAD AT EACH STUD) IL HG 20 ARE NOT USED) #5 LAP BAR NOA # 02-0503-01 SPLICE WOOD SHIM 96" MIN, LAP V2" JACK 5TUD5 EACH SIDE. HOOK WOOD FRAME. DOUBLE HEADER (SEE 5EE HEADER TABLE FOR LPRF-rA5T LINTEL W/ (1) #5 HEADER TABLE FOR NUMBER OF JACKS) k, - WOOD TRIM PROVIDEHILTIX OF GONT. IN OPENINGS SIZE ATTACHED NAILS A EQUAL F 12` '--- #eREwFORCING o.C.sTAGGEREDFROMeOT. TOGETHER USING GREATER THAN 6'-0" WIDE 1/2" MECHANICAL #6 LAP BAR CONT. SEALANT PLATE TO CONCRETE SPLICE _ DOUBLE ROAD OF 10d • ANCHOR BOLTS AT 32" L.y - WOOD FURRING. 2 xa' Pr O.C. COMMON NAILS AT6" O.C. MAX UT USE 2,aUAR) cn ~ �•'x: CORNER BEAD, #5REINPORc1NGF 5/8" GYPSUM BOARD OVER BAR W W R' 10" 1" FURRING CHANNEL WITH ^ #5 STD. 90 T/B" SIMPSON HD5A WD. 5TUD5 aQ 16" 44 , , HOOK INSULATION @ALL EXTERIOR WALL ppG W 2'k4" PT BOTT. PLATE �J 6 wi ar°14oRFIBER FILLED CELL W/ (1) #5 VERTICAL EXTERIOR DOOR SH ON b MIL VAPOR BARRIER OVER rL CLEAN COMPACTED TERMITE h TREATED 51MP50N 5P1 W/ t• \ '} FILL 6-10d COM. TO STUD "�� O TYPICAL INTERIOR ; PLATE COM. BOTT. q Y400 D B U CK5 DETAIL NON -BEARING WALL DETAIL p FAR P.T. BOT. PLATE Oo q "/N NOTE5: U w BOND BEAM CONT. #5 BAR. 1. FILL LINTEL AND ALL CELLS ABOVE STANDARD 90° HOOK MY IFY THAT ALL REINFORCEMENT HA5 BEEN PLACED PROPERLY. LINANCHOR BOLT (5/8) LOAD BEARING w cv DOOR TYP. INTERIOR ViALL z METAL 3/4"X2" N.T.5. BLOCK NALL OPENING v � � WALL ANCHORS OPENING EPDXYEDINTO �+ MASONRY WALL W/1/2" X 2 1/2" C~ 2q Ln VERTICAL REINF. IN LAG 5CREW W/2" GROUTED CELL DIA FLAT WAGHER 12d EA. CORNER & 1 EAI, 3/4" PLYWOOD SHELVES ON Wu 1/2" ADX PLYWD @CENTER SPAN 67 OM4-1bd . 10d T K.V. STANDARD, COVERED OR 2-8 i' IN PLASTIC LAMINATE SHIELD GUT TO FIT GOM. �? MON TOP OF PLATE EA GREATER. GOM. 46— 4-16d DOUBLE TOP PLATE 4-10 p iJi 3-10d OPENING. f, I COM. 06. DOUBLE aOMMO p 111 t }IOF 21lx4" 1 bd STUD N T JOINT 2"xb" CONT. NO. BACKING IN 3/4" PLYWOOD CONSTRUCTION WWI � BETWEEN STUDS @ 24" O.G. O s' � or, PT STUDS TUD5 DOUBL 2-1bd PLATE @ 16 PULLS AS SELECTED OC 10d COM. @ 12" TOP COM � ALUM. FRAME 4-16d 3 5/S" OR 5 5/8" CHANNEL W [ #5 CONT FROM il WINDO *� M. 2 8d 2-6d 5-10d SHAPED STUDS @ 16" O.G. " 1 FOUNDATION TO HIGHEST I IY I HEADER GOM. GOM. / BOND BERMM' 3/4" PLYWOOD CONSTRUCTION SPECIFIED (NON -BEARING) CONCRETE DOUBLE END 5TUD I COUNTER COVERED IN PLASTIC j �1 SILL IN51DE MARBLE 51L 3 8d 16d TOP OF PLATE LAMINATE t Qc WM L COM. P i Off„1l 2 8d CONDUIT 1 $ 2'W" CONT. NO. BACKING CLEANOUT P GOM. �V � QT.IN BETWEEN STUDS 11-4 REQUIRED 8"x8"xl6" GONG. $OTT. GREATER 3/4" PLYWOOD SHELVES ON K.Y. EPDXY 3/4'k2" z_ ANGHO BL PLATE PIPING OR � ItVTO BLK G. STANDARDS, WHITE VINYL INTERIOR r CORNER K or, COM. @ 12" END 5TUD INT. SIMP50 CONDUIT 055 4 5TUD CORNER FINISHED FLOOR 3-8d STANDARD HOOK S 3-8d COM.3 W b-16d 4-16d n17t, z 2 #5 ' COM. COMMON ,p ,--.-- 16d COM, @ 2-16d KITCHEN CABINET DETAIL FOOTIN as REINF. s, DUI EA. COMMON G' PLYWD. �, 2 2T'x8 W/ 51MP50 �p f SPACER 0 FA.WD1S SCALE: N.T.S. FILLED CELL kV #5 USE $/pal 1Of rl VERTICAL / N VERTICAL H�€A 0905 T RT I GAL �' 1T `LL CONT. \ 1�LOM. @ 8" (1) STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON BEARING PARTITIONS � � � -(3) 1/2"0 x 6" "J" BOLTS @24" O.G. OR �/ A �7 ,6G 5TUD SHOE SUPPORTING NALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE � I'D rn � 1 /2" X 6"WEDGE TYPE ANCHOR EXT.IB EA�RI N V NOT LE55 THAN 2"x4" WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LE55 m o 00 1 " — 1'-0" _ - FOR EXTERIOR THAN 2"W' WHERE SPACED NOT MORE THAN 24' O.G. _j Ln ^ NALL HEADER u_jN � -- M CONT. WOOD & BEARING YVAeLL5 (2) A MINIMUM 2x4" HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT a ai -a TRIM LE55 THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF r, 2'W P.T. WOOD TOP PLANE FASTEN ER5 EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. Q = Q JAMB TYPICAL N00 D F RAM I N G °° ~ LL NOTE: SEE PLAN FOR GARAGE DOOR I---- ENGINEERED WIN05PEED (2) No. 5 x5 ADD !. Lj DOOR AND CONNECTION GROUTED % CORNER BARS I _1-> Cf-- GARAGE DOOR PER - MANUFACTURER �z Li Ln n Lj I liii � 7 FRAMING TO i BE {�I I u BLOCK FLUSH } 1 J�5 DOWELVVPhil KKLED ALL BOLTS & ° HG-1 �I FFRAMWITH HURRICANE CLIP (2) EQUIPMENT II c�° PER SIDE a (b) TOTAL 4" FROM THE l HOOK DETAIL 1#5elm. CORNERS SHEET TITLE NOTE: @ K.O.2" x 6" FRAMING DETAILS ALL WINDOWS AND DOORS SHALL BE BLOCK. CONSTRUCTED TO MEET 110 MPH WIND LOAD CRITERIA. PAD 21i5 REBAR O -1/2" MIN. J DONS\�� q 1,5 JOB 2" x 6" FRAMING P.T. o DOOR FRAMING VERTICAIREBAR s LJBOLTS 1/2"x8x HURRICANE PAD DETAIL 221-22 Yell COAQ rpRIOR CONTINUITY FOOTING CORNER REINFORCEMENT DATE: 10/29/2020 REINFORCEMENT SHEET No.