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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />44 <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />T� <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />¢� <br />SPACING REQUIREMENTS <br />¢ <br />ro <br />16I� <br />JW'k <br />GARAGE DOOR <br />w <br />U <br />w <br />v_ <br />tttgddd <br />RECESS <br />U <br />¢ IL <br />Q <br />r FM <br />j <br />¢ Z <br />8' CMU WALL <br />O 0) <br />8' CMU WALL <br />I <br />J ..I 1//''�� CORNER BARS, SAME SIZE AS LARGER BAR <br />U W <br />B' <br />O Fc <br />Z <br />° I f ]/ FOUNDATION WITH 30' LEG EACH <br />w U <br />V W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />� U/ <br />TOP OF SLAB <br />TOP OF SLAB <br />.. _+,—� <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />Fi_":+*"--. <br />I(1" <br />MATCH AMOUNT OF CONTINUOUS BARS <br />...I °c <br />(° <br />n <br />CURB FOR <br />° <br />EXT. PORCH, <br />UANDBARQUANTITY <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4• CHAMFER (1-STORY) <br />#3 ie' <br />EXT. PORCH SLAB <br />° - - VARIES <br />° SEE SLAB SCHEDULE+ TOP OF GARAGE <br />I 4' CHAMFER <br />o(, , CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />i`, <br />7:p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/,/2' ISOLATION6' <br />(WHERE <br />CHAMFER (2-STORV) <br />#4 24 <br />W! 1/2' ISOLATION <br />(1-STORV)JOINT <br />1 . a' 6' CHAMFER (2•STORY) <br />APPLICABLE) ZEE <br />SCHEDULE 30' <br />JOINT (WHERE <br />• • EE SCHEDULE#5 <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />p8 1. <br />gppLICA'LE) <br />Z <br />g <br />°WHEN <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42• <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BDALE: 3/4•=,'-°' <br />2 <br />C� GARAGE SCALE: 3/4"=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />O <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4".V-0' <br />LAP TOP PLATE A MIN. OF 48' �y <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />GHT <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 PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />w <br />p a. I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD SEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2'CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />¢ <br />0_ EPDXY. MIN. EMBED <br />i/2'x9' WEDGE ANCHOR W/2' <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />d S', UNO <br />— <br />PLATE <br />EPDXY 5-i/2' EMBED. MIN. ®16' OC <br />SLAB W' MASONRY <br />9 <br />¢ 0 FOLLOW ALL MANF. <br />= <br />SIMPSON SPH4 OR SPHS MAX. <br />NAIL 18' O/C STAGGERED. <br />01 <br />in <br />0: SPECIFICATIONS FOR <br />m ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE ANO <br />I <br />ANCHORS W/ 10d x 1 <br />CONNECTORSNOT <br />SECURE FLANGE TO <br />F=- PREPARATION OF <br />/7 <br />ALL <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4' X 2 1/4' <br />TAPCONS <br />a HOLE. <br />w ¢ <br />/n <br />HOLES, DO NOT USE 10d w <br />N <br />w <br />UPLIFT IS PRESENT. <br />ILQO <br />o O° }, <br />x 3• ¢ SEE SLAB SCHEDULE <br />5 <br />¢¢ <br />SEE SLAB SCHEDULE <br />4 <br />X74' <br />¢ <br />,Q <br />TOP OF SLAB <br />TOP OF SLAB\. .. ° <br />CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />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 />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />6 <br />SCALE:3/4'=V-0" (W/ UPLIFT) <br />8 SCALE:34"=,'-p <br />(NO UPLIFT) <br />SCALE:3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <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 />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Y- <br />¢ w <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />0 U) <br />8' CMU WALL <br />REQUIRED WHEN NO <br />IS PRESENT. <br />� ? <br />0'-0' <br />LINTELELL T. <br />P.)UPLIFT <br />8' CMU FILLED CELL QVP.)TOP <br />OF SLAB <br />SEE SLAB SCHEDULE <br />WPOURED <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2'DIA. SIMPSON STB2 BOLTS 5' <br />p-p• <br />Z—MINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB'°° <br />g <br />LATED'COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />NTERED UNDER WALL AND <br />L <br />FFOR <br />16' O.C. VERTICALLY MAX <br />URED MONOLITHICALLY WITH <br />UNDATION AND SLAB <br />SEE SCHEDULEULE <br />,R SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />COL. PAD <br />BLOCK WALL CONNECTION <br />SDgLE:3/4"=V-0' (NO UPLIFT) <br />SEQ2EN�G,AND <br />SCALE:3/4"=1'-0' <br />11 SCALE:3/4'=V-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />L AA #: 0003328 <br />q <br />4� <br />i <br />� <br />6 <br />no <br />W <br />T <br />ia <br />SUDDIV. de LAT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECT# <br />04181.000-15151 <br />MODELo <br />4EAB <br />"1672- ARIA" <br />GARAGE 8111117MG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />