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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />j} <br />g <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />•v. <br /><a <br />CELL SEE PLAN FOR SIZE AND <br />< ¢; <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />j1 <br />_ <br />.•��zz <br />�a °�1 '. •: <br />GARAGE DOOR <br />w <br />O <br />O <br />e a <br />wI <br />. . _T� °•. <br />a r •. FM-. ... <br />RECESS <br />g <br />Z <br />O fn <br />6"CMU WALL <br />O <br />0" CMU WALL° <br />Z <br />. CORNER BARS, SAME SIZE AS BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />W W <br />8' <br />;� <br />"'lll <br />d I <br />w U <br />+01-C <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />a °� SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />V) <br />SEE SLAB SCHEDULE <br />_ -+ -VARIES <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I� <br />CURB FOR <br />MASONRY <br />° <br />EXT. PORCH SLAB <br />W11 /2" IS,F <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />(1 TOP OF GARAGE <br />BEE SLAB SCHEDULE <br />4" CHAMFER (I -STORY) <br />( ) <br />I°L° <br />`'v. °' CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�;0. <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE - e �� <br />6" CHAMFER (2-STORY) <br />#4 Y4" <br />W/ l/2" ISOLATION <br />6" CHAMFER (2STORY) <br />. <br />0'-(' <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE. <br />APPLICABLE) <br />• i EE SCHEDULE <br />Z 4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE1. <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-0 <br />2 @ GARAGE BQ" E y4"=1'-0" <br />(_;CORNER <br />BARS DETAIL <br />, DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-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 W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Lu <br />I <br />PLANS FOR SPACING. SINGLE <br />S CL NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />O 0- SECURED W/ 2- PART <br />a g <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPEO <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />-� < S", UNO <br />NAILI16" O/C STAGGERED. <br />W/FLANGE BASE <br />FOLLOW ALL F. <br />ADDTIONAL METAL <br />IFICATIONSNS FOR <br />SPECSE <br />CONNECTORS NOT <br />UAND <br />REQUIRED WHEN NO <br />ion <br />A„ PREPARATION OF <br />w <br />UPLIFT IS PRESENT. <br />Z C c HOLE. <br />w <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w - <br />Q <br />SLAB WI(4) 1/4" X 2 1/4" <br />` <br />�Q� $ O <br />+- 0'-0" <br />TAPCONS <br />QQ- <br />TOP OF SLAB <br />t' <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />e <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 <br />scAE:3/4"=1'4 <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 40" -� <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 />Z <br />WALL WI SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />E <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />QK <br />o0 U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />w IL <br />Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />r . �~ <br />+- 0'-0' <br />TOP OF SLAB <br />+- 0'-0' <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />/ <br />+_ 0' <br />TOP OF SLAB <br />- °` <br />1/2" DIA. SIMPSON S7B2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />' ✓` SEE SLAB SCHEDULE <br />4" CHAMFER (1-STORY)O <br />> ° <br />° <br />� <br />° <br />° <br />W/1/2 "ISOLATION <br />6" CHAMFER (2-STORY) <br />U � <br />° • <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE. <br />APPLICABLE) <br />Z MATCH STEEL <br />M#742" <br />SEE SCHEDULE <br />6"PVC CHASE <br />IPER SCHEDUEREINFORCEMEMFOR <br />PVC CHASE THRU FOOTING <br />WxDBAR BAR SIZE <br />THRU FOOTING <br />�MREIN <br />AND BAR QUANTITY <br />M FI STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />DL��: 3l4"=l'-O" (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />1 _ <br />THRU FOOTING <br />SCALE: 3/4"=l'-O" <br />SCALE: 3/4"=V-9' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH:407-7748078 <br />FAX 407-774-4078 <br />wwwabdealgngroup.com <br />L AA M: 000332E <br />d <br />r <br />its <br />Q <br />