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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />� IV <br />Z I <br />- <br />2 <br />STEEL REINFORCING IN GROUTED <br />5 STEEL REINFORCING IN GROUTED <br />� •'. <br />i <br />CELL SEE PLAN SIZE AND <br />Q CELL SEE PLAN FOR SIZE AND <br />a <br />•' i . <br />ENTS <br />SPACING REQUIREMENTS <br />O TG SPACING REQUIREMENTS <br />P_ <br />.{.1 <br />�.{ <br />�L':-�..' �--- ' <br />GARAGE DOOR <br />RECESS <br />W <br />0- <br />a Q <br />N <br />Iv' <br />FM <br />Cali <br />8" CMU WALL <br />O 8" CMU WAIL <br />CORNER BARS, SAME SIZE AS BAR <br />� s <br />w LU <br />B. <br />O <br />i? *- d <br />. IN FOUNDATION WITH 30' LEG EACH <br />• �I_ WAY AT ALL CHANGES IN DIRECTIONS <br />• <br />N N <br />' <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />• • <br />. - V <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />•I .I•I <br />CURB FOR <br />MASONRY <br />d' <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) 'EXT. <br />'uSEE SLAB SCHEDULE TOP OF GARAGE <br />PORCH SLAB4" CHAMFER <br />.I <br />a. I`"` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEESCHEDULE <br />7;p• <br />UNITS SET <br />AT ELEV: <br />W/112" ISOLATION ' , <br />(NMERE • • <br />e° CHAMFER (2STORV) <br />#4 24" <br />24" <br />(1STORY) <br />W/ 117, ISOLATION 6" CHAMFER (2STORY)JOINT <br />/ <br />0�_dr <br />Z <br />SEE SCHEDULE #4 <br />JOINT (WiEREAPPLICABLE) E SCHEDULE <br />APPLICABLE) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE 38' <br />MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BAR QUANTITY <br />NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />y4•=1'-r <br />2 scALE: y4"=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 1Sd COMMON <br />NAILS, 2-ROWS, 4" C/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ BY P No 2 STUDS SEE <br />2" CAPPED <br />WO I <br />PLANS FOR SPACING. SINGE <br />GALVANIZED PIPE <br />a <br />y NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />W/FLANGE ® BASE <br />p a SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT, PLATE TO <br />IL S I EPDXY. MIN. EMBED <br />SLAB W/tOd MASONRY <br />4 <br />J g 8" UNC, <br />NAIL 16" O/C STAGGERED. <br />n <br />Q 0 FOLLOW ALL MANF. <br />T y SPECIFICATIONS FOR <br />SECURE FLANGE TO <br />= m USE AND <br />SLAB W/(4)1/4" X 2114" <br />TAPCONS <br />y.. PREPARATION OF <br />O HOLE. <br />W <br />W <br />Ir <br />SLAB SCHEDULE <br />J <br />M Q Q� <br />Q <br />[SEE <br />T <br />TOP OF SLAB <br />4" CHAMFER (iSTORV) <br />6" CHAMFER (2STORY) <br />EQ. EQ. <br />EE SCHEDULE <br />BOLLARD <br />AND BARR QUU�ITY <br />5 <br />SCALE:3a'=1'-7 <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />p <br />8 <br />6 <br />SCALE:34"=1'-0 <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-P <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 W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE P7. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TVP.) <br />�,'•l, 8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />�_ 0 <br />YP' DIA. USP 7260SO BOLTS S' <br />TOP OF SLAB e, <br />4- <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />18" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1'-O" <br />1 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA M: 0003325 <br />anon:, <br />BUDDly 84 L0a't <br />SILVERADO <br />LOT #9 <br />BLK #12 <br />FMWJMT <br />0 12 . 2-091 1 <br />IWDZIA <br />4EHB <br />"2605— HAYDEN" <br />GARA03 BWM02 <br />RIGHT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />Rom a �9oucw►aiA <br />L nR . o372s J <br />Dw11/15/18 <br />8CAM- 1/4"=1'-0" <br />MINE= <br />S1.1A <br />