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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />¢ d <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />O� <br />SPACING REQUIREMENTS <br />- <br />GARAGE DOOR <br />a� w <br />U <br />w <br />.I_ �P. ram— <br />LLI <br />RECESS <br />m U <br />d <br />J <br />8" CMU WALL <br />N <br />O <br />¢ 8" CMU WALL <br />_ <br />• t CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />� W <br />w= <br />6' <br />O io g <br />--g' <br />Z <br />o I IN FOUNDATION WITH 30" LEG EACH <br />w U <br />NN <br />-0' <br />+-0'-0" <br />.e WAYATALLCHANGES INDIRECTIONS <br />�� <br />TOP OF SLAB-0° <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.. ... <br />CURB FOR <br />• <br />EXT. PORCH SLAB a <br />- <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1 STORY) <br />#3 18" <br />.. .. <br />° <br />EXT. PORCH SLAB <br />-VARIES <br />ttt((( SEE SLAB SCHEDULE TO OF GARAGE <br />I•I <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�=p, AT ELEV: <br />W/ i/2" ISOLATION <br />JOINT (INHERE 0 <br />' CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2" ISOLATION <br />4' CHAMFER (ISTORY) <br />• 6"CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE its 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />4, <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE <br />36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY #T <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'•0" <br />@ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />r <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=i'-lY' <br />LAPTOP PLATE A MIN, Of 48" — <br />TOP PLATE A MIN, OF 48" ----�� <br />AND NAIL W/ 16d COMMON <br />1!LAP <br />AND NAIL W! 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />' <br />2xAOR 2x6 W000 BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />WA L 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j o. NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O d SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8, UNO <br />FOLLOW ALL MANF. <br />pLATE <br />EPDXY 5-1 /2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />NAIL 16" OIC STAGGERED. <br />4 <br />¢ ❑ <br />SIMPSON SPH4 OR SPH6 MAX. <br />= K SPECIFICATIONS FOR <br />U ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= a0 USE AND <br />I <br />ANCHORS W/ tOd x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21/4" <br />F- PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALL y <br />REQUIRED WHEN NO <br />N UPLIFT IS PRESENT. <br />TAPCONS <br />z o <br />HOLES, DO NOT USE 10d w <br />w <br />z3" 22 SEE SLAB SCHEDULE <br />it SEE SLAB SCHEDULE <br />O <br />,QQ <br />TOP OF SLAB _�4 <br />P OF SLAB <br />4"CHAMFER(iSTORY) <br />�, ° <br />6" CHAMFER (2-STORY) <br />a.�_ <br />%4_ . • .a—�n . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />6QALE:34"=''-0" (W/UPLIFT) <br />$ SCALE:3t4"=10" (NO UPLIFT) <br />SCALE:3/4"=1'-0 <br />LAPTOP 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 />0' <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <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 />v d <br />CONNECTORS NOT <br />U <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />m Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />- TOP OF SLAB+0'' <br />FRAMING <br />SEE SLAB SCHEDULE <br />2X WALL <br />.I• <br />SEE SLAB SCHEDULE <br />1/2" DIX SIMPSON STB2 BOLTS 6" <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />'i"T <br />SEE SCHEDULE <br />SEE SCHEDULE <br />. <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 BRIG WALL TO <br />�1INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:3/4"=V-a' (NO UPLIFT) <br />SF=OOTI�N[G <br />SCALE:3/4"=V-0" <br />j SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH:407-174-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />M <br />O <br />� <br />k <br />6 <br />WII <br />BVHDIV. Sc LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #15 <br />PROJECT* <br />04181.000-17151 <br />MODEI1 <br />4EBB <br />"1828-CALI" <br />GARAGE 8TIIITG: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />DATE'. 09/01/20 <br />BCALE: 1/4"=1'-0" <br />8iIEET <br />S1.1A <br />