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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />w p <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />D <br />-� CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />f- <br />Q W <br />v ° „ . <br />DOOR <br />Q W <br />COGARAGE <br />U <br />W <br />v <br />I p p <br />RECESS <br />m <br />A <br />00 <br />B <br />p o . ° <br />° v v FM <br />J <br />U) 0 <br />I L <br />- Z 8" CMU WALL <br />O <br />" <br />8 CMU WALL <br />I p CORNER BARS, SAME SIZE AS BAR <br />I/ <br />8 <br />W W <br />O <br />o - Z_ <br />M c° <br />p D 1 IN FOUNDATION WITH 30" LEG EACH <br />W U <br />to <br />o +_ 0.0' <br />+- 0'-01, <br />�3 o I WAY AT ALL CHANGES IN DIRECTIONS <br />U) it <br />TOP OF SLAB <br />m <br />TOP OF SLAB <br />I ..p ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />°. <br />d d <br />a x <br />p MATCH AMOUNT OF CONTINUOUS BARS <br />° °. ° <br />SEE SLAB SCHEDULE- <br />° -VARIES <br />°I.° <br />Iv_ <br />,a\—CURBFOR <br />N/ MASONRY <br />EXT. PORCH SLAB d ° 4" CHAMFER (1-STORY) <br />W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) <br />JOINT (WHERE <br />APPLICABLE) z_ SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />i4 AND BAR QUANTITY <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />d SEE,' SCHEDULE TOP OF GARAGE �, I CONTINUOUS STEEL MONOLITHIC UNITS SET <br />EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) p FOOTING REINFORCEMENT SEE SCHEDULE 7"0" A TELEV: <br />W/ 1/2" ISOLATION�d 6" CHAMFER (2-STORY) <br />JOINT (WHERE SEE SCHEDULE <br />APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />1 SCALE:3/4-1-0 <br />&EXTERIOR MONO -FOOTING <br />GARAGE SCALE: <br />MONOLITHIC FOUNDATION <br />CORNER BARS DETAIL <br />3 SCALE: 3/4"=V-0" <br />RECESS AROUND <br />4 DOOR OPENING <br />(: <br />GARAGE <br />SCALE: 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 />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />W <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />Lu — I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />of Q I <br />a -� EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />J Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX.-LAADDITIONAL <br />T <br />METAL <br />W/FLANGE @BASE <br />Q FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />� ()� SPECIFICATIONS FOR <br />Q <br />ANCHORS W/ 10d x 1 1/2" <br />REQUIRED WHEN NO <br />CO I USE AND <br />COMMON NAILS FILL ALL <br />UPLIFT IS PRESENT. <br />ch <br />F=-• 00 PREPARATION OF <br />4 4 <br />HOLES, DO NOT USE 10d w <br />w <br />HOLE. <br />Z 't <br />x 3" SEE SLAB SCHEDULE <br />w <br />Of <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />o 0 O}. <br />+- 0'-01, <br />+_ 0'-0" <br />TAPCONS <br />M O'Q� <br />TOP OF SLAB ° d o ° <br />TOP OF SLAB ° ° <br />Q <br />`Q- <br />° <br />4" CHAMFER (1-STORY) <br />d <br />6" CHAMFER (2-STORY) <br />° <br />° <br />° <br />° <br />EQ. EQ. SEE SCHEDULE <br />EQ. v EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />Al <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />7 A <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />c MONOLITHIC FOUNDATION <br />7 SCALE: 3/4 -1 0 (W/ UPLIFT) <br />8 <br />SCALE:3/4 -1-0 <br />(NO UPLIFT) <br />V <br />-1 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4 -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 />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />^ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />} <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />Q W <br />ADDITIONAL METAL <br />CO U <br />CONNECTORS NOT <br />d <br />REQUIRED WHEN NO <br />c/) <br />UPLIFT IS PRESENT. <br />8' CMU WALL <br />o Z <br />POURED LINTEL CONT. (TYP.) <br />M — <br />+- 0'-0" <br />��• 8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />- <br />° TOP OF SLAB <br />I <br />2X WALL FRAMING <br />+_ T_T, <br />° SEE SLAB SCHEDULE <br />!, •.• 1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />d ° <br />Z Z <br />m ° <br />- MINIMUM EMBEDMENT INTO <br />° <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />d. <br />-01 <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />00 <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />a ° <br />° SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />° FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />AL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 SCALE:3/4"=V-0" <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />04 <br />v <br />� <br />O <br />iz <br />!)l <br />A <br />p <br />Lu <br />OC <br />0 <br />A <br />C <br />� <br />M <br />v <br />IP <br />SUBDIV. & LOT: <br />BBOTT PARK <br />LOT #34 <br />BLK #9 <br />ROJECT# <br />04181.000- 34091 <br />MODEL: <br />3EAB <br />1504- ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT DATE: 05 26 20 <br />SCALE: 1/4"=1'- 0" <br />SHEET <br />S1. IA <br />