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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rr v <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND- <br />SPACING REQUIREMENTS <br />1 �_ <br />0 CL <br />SPACING REQUIREMENTS <br />C <br />mw <br />m U <br />w <br />1f _T_',. <br />�s• .+.11r <br />GARAGE DOOR <br />RECESS <br />U <br />J <br />� a <br />Ir <br />Q <br />...1 v <br />- 1.: FM <br />g � <br />tap i <br />8' CMU WALL <br />O w <br />8' CMU WALL <br />I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />w w e' <br />O <br />IN FOUNDATION WITH 30' LEG EACH <br />Ip = <br />10 <br />r 0'-0' <br />WA V AT ALL CHANGES IN DIRECTIONS <br />•� <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?k. <br />14•BAR <br />EXT. PORCH • <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />d3 18' <br />EXT. PORCH SLABW/ <br />-11ARI S <br />SEE SLAB SCHEDULETOP OF GARAGE <br />I.� .E <br />° o. ' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULEAT <br />- °JOINT <br />/CURBFOR <br />MASONRY <br />UNITS SET <br />ELEV: <br />1/2' ISOLAION <br />(WHERa •p4 <br />8' CHAMFER (2-STORY) <br />24' <br />W/ 1/2'ISOLATION <br />4' CHAMFER (1-STORY) <br />'' 6• CHAMFER (2-STORY) <br />APPLICABLE)- <br />SEE SCHEDULE R5 30' <br />JOINT(WHERE <br />APPLICABLE) <br />i <br />-�-T—'i EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 42• <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 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:34'=1'-° <br />`2 <br />SCALE:34'=1'-0' <br />CORNER BARS DETAIL <br />%4 DOOR OPENING <br />GARAGE <br />4 <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/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' BTM. VERIFY HEIGHT <br />O/CVERIFY HEIGHT <br />NAILS, 2-ROWS, 4' BTM. <br />OVER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OVER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />W <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SVP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />j tap NEW REINF, BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 6. 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 0 BASE <br />¢ g EPDXY. MIN. EMBED <br />a <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />J d 8•, UNO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. ®16' OC <br />SLAB W/10d MASONRY <br />FOLLOW ALL MANF. <br />SIMPSON SPH40R SPHB MAX. <br />NAIL 16' O/C STAQGERED. <br />in <br />SPECIFICATIONS FOR <br />N <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />m USE AND <br />I PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2' <br />RS WHEN T <br />ORED U RED <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4' X 2 114' <br />CO HOLE. <br />COMMON NAILS FILL ALL to <br />4) UPLIFT IS PRESENT. <br />TAPCONS <br />w Q <br />HOLES, DO NOT USE 10d w <br />LU <br />J <br />oQp� <br />X 3' 2 SEE 3LA8 SCHEDULE <br />d <br />[L SEE SLAB SCHEDULE <br />a <br />TOP OF SLAB _�=AND <br />TOP OF SLAB4- <br />CHAMFER (1-STORY) WCHAMFER (2-STORY) <br />: <br />�%,:ULE <br />EQ. E0. EE SCHEDULE <br />SIZE <br />FOR WXD, BAR SIZE <br />ADDING <br />BAR TONTITY <br />AND BAR QUANTITY <br />BQALE: 3/4•_"°' <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />BQALE:y4'=,'-0 (NO UPLIFT) <br />SCALE:&4'=1'-0' <br />SCALE:34'=,-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 />i <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE OSL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />F <br />at ...- <br />Q� uJ <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />to <br />8' CMU WALL <br />REQUIRED WHEN <br />UPLIFT IS PRESENT.T. <br />Z <br />+- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Ila <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />t 0'-0' <br />i <br />— <br />iFFORWXD, <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />e• <br />ED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />°RED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />< <br />D MONOLITHICALLY WITH <br />ATION AND SLAB <br />SEE SCHEDULEFOR <br />ZE <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34'=1'-0' (NO UPLIFT) <br />&0220TDI�N!G <br />SCALE: 3/4'=1'-0' <br />11 SCALE: 3/4•et•-0' <br />I N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 401-7746078 <br />FAX: 407-774i078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />Z <br />F <br />O <br />a <br />C <br />SUDDIv, & LOT. <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PROJECT* <br />04181.000-18101 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAA E: 07/29/20 <br />SCALE: 1/4"=1'-0" <br />eBEET <br />S1.1A <br />