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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />i <br />} <br />°o <br />Z <br />STEEL REINFORCING IN GROUTED <br />Q ^ <br />I <br />1 STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�� <br />IL <br />CELL SEE PLAN FOR SIZE AND <br />p <br />SPACING REQUIREMENTS <br />G m IL <br />SPACING REQUIREMENTS <br />..(��..LL <br />�p• - �� ° <br />GARAGE DOOR <br />Lu <br />J <br />W <br />j <br />I <br />RECESS <br />m� <br />o- <br />r FM <br />g� <br />y i <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS BAR <br />w W <br />e" <br />O to — <br />M <br />Z <br />0'-0' <br />"I IN FOUNDATION WITH 30" LEG EACH <br />W U <br />C WAY AT ALL CHANGES IN DIRECTIONS <br />N rn <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I�° <br />CURB FOR <br />a' a <br />EXT. PORCH SLAB <br />L <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />18" <br />" <br />EXT. PORCH SLAB <br />N VARIES t <br />SEE SLAB SCHEDULE TOP OF GARAGE T <br />" <br />4" CHAMFER (1STORY) <br />Ils� <br />s <br />o .. "' CONTINUOUS STEEL MONOLITHIC <br />� ° FOOTING REINFORCEMENT SEE SCHEDULE <br />`iy <br />It, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION ,,,' ., <br />JOINT (WHERE • • <br />6"CHAMFER (2-STORY) <br />#4 24• <br />W/ 1/2" ISOLATION <br />- a 6" CHAMFER (2-STORY) <br />APPLICABLE) i <br />SEE SCHEDULE p5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />•!i EE SCHEDULE <br />i 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY #6 42 <br />N AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />scALE:3a"=r-0" <br />2 @ GARAGE SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ i6d 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 />2.4 OR 2.6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />I <br />PLANS FOR SPACING. SINGLE <br />y NEW REINF. BAR <br />BTM. PLATE TO BE PT, <br />a SECURED W/ 2- PART <br />a g <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2'CAPPED <br />EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />¢ ONO <br />NAIL 16" O/C STAGGERED. <br />WIFLANGE BASE <br />[) FOLLOW ALL <br />F F. <br />ADDTIONAL METAL <br />C I SPECIFICATIONSNS FOR <br />USE AND <br />CONNECTORSINOT <br />REQUIRED WHEN NO <br />4 <br />M <br />F PREPARATION OF <br />`r <br />N <br />W <br />UPLIFT IS PRESENT. <br />Z HOLE. <br />tY <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />SLAB W/(4)1l4" X 2 IW' <br />o p �• <br />w?Q <br />TAPCONS <br />TOP OF SLAB\.; a . <br />4" CHAMFER (I -STORY) <br />•�L— ;. —4- <br />,1--� <br />6" CHAMFER (2STORY) <br />e <br />• a . <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />ANOBARQUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 3 4"=1'-0" <br />5 <br />6 <br />SCALE:3/4"=,'-0" <br />SCALE: <br />(NO UPLIFT) <br />SCALE:34"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ ISd 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 />i <br />WALL W/ 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 />6. SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q W <br />ADDITIONAL METAL <br />Co U <br />CONNECTORS NOT <br />4 <br />REQUIRED WHEN NO <br />K n i 8" CMU WALL <br />UPLIFT IS PRESENT. <br />OURED LINTEL CONT. (TYP.) <br />o <br />8"CMU FILLED CELL (TYP.) <br />«- 0'-0' <br />TOP OF SLAB <br />4' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />y <br />+- 0'-0' <br />TOP OF SLAB -�, . <br />.a• <br />if2•' DIA. USP 725OSD BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, AND <br />IP <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />w <br />SAE > n <br />e " <br />in <br />4"FROM ENDS <br />W! i/2"ISOLATION <br />6" CHAMFER (2STORY) <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />- • <br />i MATCH STEEL <br />iAPPLICABLE) <br />SCHEDULE <br />6"PVCCHASE <br />iEINFORCEMENTSEE <br />PER SCHEDULE <br />6"PVC CHASE THRU FOOTING <br />FOR WXD, BAR S12E <br />THRU FOOTING <br />AND BAR QUANTITY <br />MATCH 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 />(D,_�INT�ERIOR <br />34'=,'-0"UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />11 <br />SCALE: 3/4"=1'-U' <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.com <br />L AA 6: 0003325 <br />>r <br />ww <br />O <br />gtmDrv. at L_iOT: <br />ABBOTT PARK <br />LOT ##6 <br />BLK ##8 <br />PROJECT* <br />04181.000-06083 <br />MODEL.• <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DP � 11/25/18 <br />sCAL W. 1/4"=1'-0" <br />sNEET <br />S1.1A <br />