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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />77, <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />t T���'p <br />d <br />LLI <br />SPACING REQUIREMENTS <br />?' <br />1 .,,... . <br />off, <br />y <br />Q <br />FM <br />a- <br />O W <br />e" CMU WALL <br />0 <br />8" CMU WALL <br />I ' ° _ f CORNERSAMESIZEBAR <br />g <br />o <br />Z <br />^ <br />- <br />FOUNDATION WITH L.EAG EACH <br />M <br />w 0'-0" <br />- $ ITT r WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />LA13 <br />TOP OF SLAB <br />'~* <br />I ., VI SO THAT THE STEEL REINF. IS CONTINUOUS <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />4 CHAMFER (1-STORY) <br />EXT. PORCH SLABJO <br />- VARI S(aBAR <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />NT ISOLATION ° <br />(WHERE ♦ •#4 <br />6" CHAMFER (2-STORY) 1✓Y' <br />24" <br />W/ 12" ISOLATONFER <br />(1STORY)JOINT <br />IFER (2STORY)JOINT <br />FND <br />APPLICABLE) Z <br />SEE SCHEDULE �., <br />(WHERE. <br />z <br />• nEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZEAPPLICABLE) <br />BAR SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY, <br />UANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE:34"=1' T <br />n <br />2 <br />GARAGE scALE:3a=ra• <br />CORNER BARS DETAIL <br />@ <br />3 <br />SCALE: 3/4"=1'-tY' <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />RECESS <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />mm11 W <br />5 j <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />/n W g. <br />W = <br />W <br />214 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />10 <br />W <br />WALL W/ SYP <br />W <br />❑ a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />CURB FOR <br />> /n NEW REINF. BAR <br />00, IL SECURED W/ 2- PART <br />1/2'k9" WEDGE ANCHOR W/ 7' <br />PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PL <br />MASONRY <br />UNITS SET <br />a g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/Z' EMBED. MIN. @ IT OC <br />'0+ AT ELEV: <br />T'CAPPED <br />GALVANIZED PIPE <br />Q 8", UNO <br />I <br />SIMPSON SPH4 OR SPH6 MAX. <br />WIFLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />tr SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 110 <br />_ I USE AND <br />COMMON NAILS FILL ALL <br />in <br />0 4" 4" PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />x 3" w SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />'� <br />Q <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4"X 21/4" <br />o o <br />._a.a• > <br />TAPCONS <br />�•Q�° <br />TOP OF SLAB ° ; ° <br />DOOR OPENING <br />4 <br />g <br />SCALE: 3/4"=1'-0" <br />4" CHAMFER (I-STORY)- <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 49' <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />D BEARING PROVIDE BLOCKING <br />7 SDALE:34"='-0" (W/ UPLIFT) <br />5 BOLLARD <br />MONOLITHIC FOUNDATION <br />6 <br />WALL /SYP No <br />W2 STUDS SEE <br />PLANS FORS ACING. SINGLE <br />SCALE: 3l4"=1'-(Y' <br />SCALE: 3/4"=1'-0' <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W - MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Awl <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />ra CELL SEE PLAN FOR SIZE AND <br />+- 9-a' <br />SPACING REQUIREMENTS <br />TOP OF SLAB - <br />2x4 OR 216 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />OIL <br />. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q W <br />• s ° <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />n <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />Kto <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />0 <br />8"CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />+-0'-0' <br />8"CMU FILLED CELL (TYP.) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />70P OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />° <br />°2XWALLFRAMING+-0ZF <br />WGROUTED <br />TOPOF SLAB <br />Z <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />LATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />a♦ ' <br />m <br />NTERED UNDER WALL AND <br />URED MONOLITHICALLY WITH <br />L <br />16" O.C. VERTICALLY MAX <br />UNDATION AND SLAB <br />SEE SCHEDULE_ULE <br />FOR WXD, BAR SIZE <br />R SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />�/II.. <br />e' Y,�IEa e� <br />D--INIERIOR FOUNDATION WOOD WALL <br />6GALE:3""=''�' <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PADS <br />INTERIOR FRAME BRG WALL TO'' <br />BLOCK WALL CONNECTION <br />MAR <br />(NO UPLIFT) <br />10 <br />34-, 0 <br />11 <br />SCALE: <br />Itle3tOni. �L <br />E <br />RECESS FOOTER <br />S129SHOWER <br />SCALE: 1 "=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813386-2628 <br />FAX: 8134NW2802 <br />BUBDIV. de L.OT <br />SILVERADO <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />7 - 7151 <br />DLO"EL. <br />2795-D <br />GARAGE ST►IMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH IA. B <br />