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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />P <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />Z <br />t <br />STEEL REINFORCING IN GROUTED <br />• -_ <br />.-, <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />p. <br />G <br />SPACING REQUIREMENTS <br />}CC <br />SPACING REQUIREMENTS <br />o <br />- __ __ <br />GARAGE DOOR <br />QdQ' W <br />mU <br />06U <br />W <br />.. .. <br />RECESS <br />�a <br />K <br />a <br />.I. FM <br />I •, <br />g <br />Ir N Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />W W 9• <br />bm g <br />Z <br />arr' <br />I <br />•',I I IN FOUNDATION WITH 30" LEG EACH <br />- O <br />IL <br />in <br />fi O.S. <br />. : .. <br />TOP OF SLAB <br />_ WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - • SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />I �T <br />CURB FOR <br />•q <br />- VARIES <br />f <br />I <br />MASONRY <br />EXT. PORCH SLABIV <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA <br />CHAMFER (1STORY) <br />a-... <br />PORCH SLAB <br />SEE SLAB SCHEDULE' TOP OF GARAGE <br />' � a. (.. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />Z;p, AT ELEV. <br />WH2' ISOLATION <br />JOINT (WHERE <br />6" CHAMFER (2STORY) •3 1S" <br />1f4 24" <br />EXT. <br />W/,2' ISOLATION <br />I e' 4' CHAMFER (,STORY) <br />�}--, 6" CHAMFER (2STORV)APPLICABLE) <br />0'-0" <br />iEE <br />SCHEDULE 3a' <br />Jo1Nr(WHERE <br />• • EE SCHEDULEM6 <br />p <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />FOR WELD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY• <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />U2,_`�EXTERIOR <br />SCALE: 3/4"=T-9' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4'=1'-a' <br />Q@ GARAGE <br />4 <br />SCALE: 3(,V�TdP <br />SCALE. 3M -,�• <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TOP PLATE A MIN. OF 49' —�-�� <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. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />ul <br />p a <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEIV/ <br />Z' CAPPED <br />j to NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGL <br />GALVANIZED PIPE <br />GALVAN <br />a SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />lfZW WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PTWIFLAN. <br />E BASE <br />a S EPDXY. MIN. EMBED <br />I <br />TO SE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL TOP PLATESECURE ST. PLATE TO <br />W.. LINO <br />PLATE <br />EPDXY S12' EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />b <br />Q O FOLLOW ALL MANE. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" O/C STAGGERED. <br />= K SPECIFICATIONS FOR <br />N <br />AND TOP PLATE <br />ADDITIONAL METAL <br />Q I <br />a7 USE AND <br />BTM <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />= <br />F PREPARATION OF <br />ANCHORS W/ 10d x 1 12' <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 21/4" <br />U HOLE <br />COMMON NAILS FILL ALL to <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W K <br />HOLES, DO NOT USE 10d W <br />ILQuo <br />O } <br />x 3" K SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />+- a a <br />��F:4" <br />TOP OF SLABCHAMFER <br />(I -STORY) <br />CHAMFER (2-STORY) <br />a. <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />_ <br />6DALE:34=1'-a <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:34"=1'-0 (W/ UPLIFT) <br />SCALE 34"=,'0 (NO UPLIFT) <br />SCALE: /4"=1'-0 <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4- O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q " <br />d <br />PLANS FOR SPACING. SINGLE <br />80T. <br />SECURE PLATE T O <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1d MASNAIL <br />It <br />W <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />R <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 (D <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />� Z <br />LINTEL CONT. <br />P.)'`08"CMU FILLED CELL (TYP JTOP <br />OF SL <br />SEE SLAB SCHEDULE <br />.le <br />IPOURED <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12' DIA SIMPSON STB2 BOLTS 5' <br />+- 0'-a' <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />'a • <br />= <br />I "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />Iti—� CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16" O.C. VERTICALLY MAX <br />^• -� <br />.. <br />• <br />---- - FOUNDATION AND SLAB <br />SEE DULE <br />SEE SCHEDULE <br />.. <br />�. FOR <br />FOR BAR SIZE <br />ARSI <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />"- SCALE: 3/4T-9' <br />10 <br />SCALE: 3l4'"=1'-0" <br />11 <br />(NO UPLIFT) <br />SCALE: 3/4"=1'S" <br />d N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA is 0003325 <br />h <br />o <br />a4�g>y� <br />a <br />61 <br />o <br />MEN. a 7.0 <br />SILVERADO <br />LOT 22 <br />BLK 18 <br />PROJECTO <br />04128.002 22181 <br />MODEL.• <br />4EBB <br />"1828—CALL" <br />GARAGE BWMWO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />