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30' <br />MIN, EACH WAY <br />THIC FOOTING <br />'t{ <br />:1'. <br />...STEEL <br />Z <br />REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTEDCELL <br />SEE PLAN FOR SIZE AND <br />dCL <br />CELL SEE PLAN FOR SIZE ANDPACING <br />nF. <br />REQUIREMENTS <br />SPACING REQUIREMENTS <br />W <br />yGARAGE <br />W <br />1 <br />DOOR <br />RECESS <br />U <br />Q <br />Lu <br />0= can z <br />8" CMU WALL <br />i <br />8" CMU WALL <br />I , CORNER BARS, SAME SIZE AS BAR <br />J <br />Lu w 9• <br />O <br />Z_ <br />IN FOUNDATION WITH 30"LEG EACH <br />W = <br />+- 0'-0" <br />TOP OF SLAB <br />*- 0'-0" <br />TOP OF SLAB <br />t 8 �T�J'//""�� WAY AT ALL CHANGES IN DIRECTIONS <br />I .., �' ") SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • •' <br />CURB FOR <br />• <br />a• <br />EXT. PORCH SLAB <br />W/ l/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1 -STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />b1 VARIES i, <br />SEE SLAB SCHEDULE TOP OF GARA� <br />I 4" CHAMFER <br />. I>I a <br />I. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />%;p. AT ELEV: <br />JOINT (WHERE < � <br />6" CHAMFER (2-STORY) <br />n4 24' <br />W/ 1/2" ISOLATION <br />(1-STORY) <br />1 . a ' 6' CHAMFER (2-STORY) <br />"`•}}r---"'-i <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />_. EE SCHEDULE <br />n. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />#6 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />� <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS 0.. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3l4"=1'-0" <br />@ GARAGE SCALE:3/4"=''-0• <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ COMMON �� <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />W <br />I <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB WI <br />4/o <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />C <br />SPACING. SINGLE BTM. PLATE <br />1/2'X9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE Q BASE <br />a g EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />-i 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />SLAB W/10d MASONRY <br />Q FOLLOW ALL MANE. <br />= <br />SIMPSON SPH4 SPH6 MAX <br />NAIL 18" OIC STAGGERED. <br />ih <br />0: SPECIFICATIONS FOR <br />rn Q <br />LA <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= ca USE AND <br />I <br />ANCHORS W/10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21/4" <br />F W PREPARATION OF <br />U' o HOLE. <br />COMMON NAILS FILL ALL InUPLIFT <br />REQUIRED WHEN NO <br />IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10d W <br />W <br />x 3" SEE SLAB SCHEDULE <br />°d <br />0_ SEE SLAB SCHEDULE <br />M 4O <br />Q <br />,PQQ <br />TOP OF SLAB <br />TOP OF SLAB <br />4"CHAMFER (1-STORY)6"CHAMFER(2-STORY) <br />=AND <br />ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />6QALE: 3/4"=,-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />, <br />SCALE: 3/4"=i'-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />p a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />16" O/C STAGGERED, <br />ADDITIONAL METAL <br />U <br />CL <br />CONNECTORS NOT <br />it U)) <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />_b Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />LO` <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I / - - <br />2X WALL FRAMING <br />i SEE SLAB SCHEDULE <br />1/2"DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />Z <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />__ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />iD <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />- <br />., < <br />POURED MONOLITHICALLY WITH <br />a•_=—��_ <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />`-�*�--r <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />vUN <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PADBLOCK <br />a=0T1[tN!G <br />WALL CONNECTION <br />(NO UPLIFT) <br />SCALE:34"=1'-0" <br />1 1 SCALE: 3/4"-V-0" <br />d N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdosigngroup.com <br />AA N: 0003326 <br />D <br />to <br />io <br />pg$ <br />C <br />sVBDiv. ae L.OT: <br />SILVERADO <br />LOT #34 <br />BLK. #18 <br />PROJECT <br />04128.00 -34181 <br />MODZU <br />4EBB <br />"1828-CALI" <br />OARAGE BWD90: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D TE 8/09/20 <br />8CAL.E: 1/4"=1'-0" <br />N*MZT <br />S1.1A <br />