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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_i <br />a <br />STEEL REINFORCING IN GROUTED <br />{-' — - <br />rfj, •• ° • �'° <br />4 <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />> <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />, <br />0 a <br />SPACING REQUIREMENTS <br />ygO <br />l.. •{ <br />GARAGE DOOR <br />m <br />m Jt <br />W <br />—�� ••. <br />uj RECESS <br />ML <br />CL <br />m <br />a <br />FM <br />g � <br />Ir y i <br />8' CMU WALL <br />O <br />8" CMU WALL <br />I <br />, CORNER BARS, SAME SIZE AS BAR <br />I <br />m w <br />e' <br />O 1c <br />}}.,, <br />i <br />a- <br />I <br />"'lll <br />IN FOUNDATION WITH 30' LEG EACH <br />a <br />W = <br />TOP OF SLAB <br />,JI� WAY AT ALL CHANGES IN DIRECTIONS <br />I _. ' I SO THAT THE STEEL REINF. IS CONTINUOUS <br />m w <br />TOP Of SLAB <br />LAB <br />' <br />SEE <br />-VARIES <br />•I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />Will ISOLATION <br />BLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER 1-STORY <br />( ) #3 18' <br />EX7. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER (I -STORY) <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />��E/\\ <br />�t0. <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE •i -' <br />8'CHAMFER (2STORY) <br />89 24' <br />W/1l2'ISOLATION <br />6' CHAMFER (2-STORY) <br />/ <br />�F <br />per' <br />APPLICABLE) i <br />SEE SCHEDULE 115 <br />JOINT (WHERE <br />APPLICABLE) <br />•- • EE SCHEDULE <br />i ^ <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 <br />LEAST <br />% <br />AND BAR QUANTITY 06 3 <br />AND BAR QUANTITY <br />NUMBER OF BARS 0.. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />GARAGE C&E y4•=1'� S <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />Ey <br />_ <br />SCALE: 3/4"=T-0' <br />SCALE: 34'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Lu a <br />PLANS FOR SPACING. SINGLE <br />> N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />a g <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2' CAPPED <br />I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />5 8', LINO <br />NAIL 18" O/C STAGGERED. <br />WIFLANGE 0 BASE <br />O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />= SPECIFICATIONS FOR <br />m <br />CONNECTORS NOT <br />GKG I <br />= m USE AND <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />^ <br />PREPARATION OF <br />Cp <br />rq <br />W <br />HOLE. <br />Z C <br />K <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) 1/4" X 2 1/4- <br />TAPCONS <br />70P OF LAB <br />QQQ• <br />T <br />4- CHAMFER (I -STORY) <br />6•CHAMFER(2STORY) <br />e <br />• s <br />EQ. EQ.--SEE <br />SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />o SCALE:3/4"=V-0' <br />(NO UPLIFT) <br />5 _ <br />C <br />V SCALE: 3/4'=1'-0" <br />SCALE: 3I4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />s <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB WMASONRY NAIL <br />1 <br />p <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />GGERED. <br />18" O/C STAGGERED <br />QQ <br />m Lu <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />d <br />REQUIRED WHEN NO <br />m <br />Z 8' CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />vp L TYP <br />8" CMU FILLED CELL (.) <br />.- ,-0' <br />TOP OF SLAB - - <br />4 TOP OF SLAB <br />,- p.-0. <br />TOP OF SLAB <br />' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />1l2' OIA. 91MPSON STB2 BOLTS S <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4' FROM ENDS AND <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />7SEE SLAB SCHEDULE <br />4' CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />Z w 4 <br />BAR SIZE 48 BAR DIA. >: > <br />4 <br />e3 18• �L� L) <br />4 <br />•- • <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />M4 24" <br />4 <br />1 •. <br />APPLICABLE) <br />i ATCH STEEL <br />N5 30" <br />SEE SCHEDULE <br />6" PVC CHASE <br />2 REINFORCEMENT <br />PER SCHEDULE <br />e6 <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />p7 42• <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PERSCHEOULE <br />9 SCALE: 3/4"=1'-p• NO UPLIFT) <br />( <br />BLOCK WALL CONNECTION <br />r1 <br />THRU FOOTING <br />L <br />SCALE: 3/4"=1'-0' <br />SCALE: 314'=V-0• <br />IS N. RONALD REAGAN 81 <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdeWpgroup,wm <br />AA •: 0003325 <br />Y <br />� <br />s <br />Q <br />G <br />ABBOTT PARK <br />LOT 11 <br />BLK 7 <br />P1tOJ>c " <br />04 81.000 11072 <br />MODZX,c <br />4EHB <br />"2605— HAYDEN" <br />GAMAdRI OWWO: <br />RIGHT <br />PALM <br />DETAILS <br />60 MQ E <br />FKXA D A ABOUp"MCRA <br />L AR NO 9V28 <br />D � 04/oB/20 <br />■CALL': 1/4'=1'-0" <br />sxD= <br />S1.1A <br />