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30- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />} <br />t. <br />z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />.° — - <br /><.-. <br />CELL SEE PLAN FOR SIZE AND <br />$ d <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />a . <br />O <br />SPACING REQUIREMENTS <br />0 <br />SPACING REQUIREMENTS <br />a_ <br />t <br />W <br />U <br />w <br />.{� ... <br />.1 Ja. �I �_ °^ <br />GARAGE DOOR <br />W RECESS <br />U <br />a <br />N <br />FM <br />N - Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />f I CORNER BARS, SAME SIZE AS LARGER BAR <br />W Lu <br />8° <br />O <br />o <br />? <br />IN FOUNDATION WITH 30" LEG EACH <br />W U <br />.- p•- <br />> WAY AT ALL CHANGES IN DIRECTIONS <br />N to <br />TOP OF SLAB <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />- •- <br />�ARAOE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />a <br />EXT. PORCH SLAB -° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (,-STORY) <br />18" <br />EXT. PORCH SLABCHAMFER <br />[7AND <br />SEE SLAB SCHEDULE <br />'" d I I° CONTINUOUS STEEL MONOLITHIC <br />LL FOOTING REINFORCEMENT SEE SCHEDULE <br />1C s <br />0 <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1l2" ISOLATION ., ° <br />JOINT (WHERE <br />6' CHAMFER (2-STORY) <br />#4 24^ <br />W/ 1/2" ISOLATIONCHAMFER <br />(i-STORY) <br />(2-STORY) <br />.: <br />p,A„ <br />APPLICABLE) z <br />SEE SCHEDULE #6 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE„ <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iN <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS Ile. 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:34"=1'-0" <br />n <br />2 <br />@GARAGE B°ALE:34"=''-°" <br />��� CORNER BARS DETAIL <br />%1 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />`F <br />SGALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />W <br />p CL ( <br />2x4 OR 2x6 WOOD BEARINGIPROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL WI SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />,0 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FO <br />SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED WI 2-PART <br />SPACING. SINGLE BTM. PLA <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />0= <br />o_ g EPDXY. MIN. EMBED <br />1Yt"xp" WEDGE ANCHOR W/ 2" <br />WEDGE <br />TO BE PT. PROVIDE DBL. T <br />SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />-� d 8", UNO <br />J¢ I] FOLLOW ALL F. <br />PLATEWASHER <br />EPDXY Y1/2" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />W/FLANGE BASE <br />SPECIFICATIONS FOR <br />NS <br />N t¢¢Y <br />SIMPSON SPH4 OR SPH6MAX.ADDITIONAL <br />GERED. <br />MENAIL 16" O/C TGP,LUSE <br />m AND <br />I <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />4 <br />m <br />H PREPARATION OF <br />O <br />COMMON NAILS FILL A�w <br />REQUIRED WHEN NO <br />HOLE. <br />a: <br />HOLES, DO NOT USE 10d <br />WUPLIFT <br />IS PRESENT. <br />SECURE FLANGE TO <br />x 3"SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SLAB WI(4)1/4" X 2 1/4" <br />p <br />¢ <br />TAPCONS <br />� <br />Q <br />. p•-p^ <br />* 0' 0" <br />Qi <br />TOP OF SLAB <br />OP OF SLAB <br />4" CHAMFER(1STORY)6" <br />CHAMFER (2-STORY)ULE <br />=AND <br />EQ, EQ. <br />EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />%,INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />5 <br />G <br />V <br />T scALE:3a"=,'o" (W/ UPLIFT) <br />SCALE:34"=,'(Y' <br />SCALE:34"=1'-0" <br />scALE:3/C=,'-0" <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" ---.�� <br />AND NAIL WI 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 WI PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />d a <br />PLANS FOR SPACING, SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Lu <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0: V7 <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />n Z <br />- TOP OF SLAB <br />~S�~ <br />SEE SLAB SCHEDULE <br />I17~ <br />SEE SLAB SCHEDULE <br />Z <br />TOP OF SLAB <br />a • <br />= <br />"ISOLATED" COLUMN PAD <br />`m <br />n CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />I SEE SCHEDULE <br />rY . FOR BAR SIZE <br />/ <br />IV FOR WxD, BAR SIZE <br />13ARWxD <br />AND BAR QUANTITY <br />aF— 555��� AND BAR QUANTITY <br />I, <br />x <br />/I✓ <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOODWALLSEP <br />OTING AND COL. PAD <br />(NO UPLIFT) <br />SCALE: 3/4"=,'-0" <br />i44i N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA N: 0003325 <br />4 <br />$ <br />L4 <br />E <br />i <br />'-stmum as LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT* <br />04181.000-07071 <br />MODELa <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 911111ING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />a <br />aA�TE°" 10/12, <br />SCALE: 1/4"=1'—O" <br />SKEET <br />S1.1A <br />