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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />z <br />i <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />t� — - <br />�I <br />Q <br />CELL SEE PLAN FOR SIZE AND <br /><_ a <br />U <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />'• <br />11 V. <br />a <br />SPACING REQUIREMENTS <br />t <br />` <br />••. <br />DOOR <br />/� GARAGELu <br />U—T` <br />I I�� <br />PJ <br />Ka Q <br />•, <br />g�=^ <br />- z <br />8' CMU WALL <br />O N <br />8" CMU WALL <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W &" <br />O <br />�O <br />+� 0'-Br-1 <br />IN FOUNDATION WITH 30" LEG EACH <br />I <br />w U <br />M <br />.- p•-p• <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />.. SO THAT THE STEEL REINF. IS CONTINUOUS <br />S <br />N d7 <br />� TOP OF SU16 <br />�,—; <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />I I� <br />CURB FOR <br />•• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (ISTORY) <br />1 / <br />IIY11fff <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />I .I" CONTINUOUS STEEL MONOLffHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />SET <br />Z;p. AT ELEV: <br />W11*17 1 LATION . <br />JOINT (WHERE • • <br />8"CHAMFER (2STORY) <br />W/12"ISOLATION <br />(iSTORY) <br />6" CHAMFER(2STORY)I.APPLICABLE) <br />p•-9• <br />z <br />SEE SCHEDULE <br />u#7p <br />JOINT (WHERE. • a • <br />APPLICABLE) <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SQALE.3""-7-0 <br />2 @ GARAGE B°aLE:3°"=1'° <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W! CONC. <br />U <br />POURED CELL <br />Q <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 1 COMMON <br />Q 1 <br />g <br />#4 REBAR @24' O.C. � CENTER OF <br />NAILS, 2-ROWS, 4" O� BTM. VERIFY HEIGHT <br />, <br />OF WALL WI PLAN <br />wm <br />z ov <br />SLAB <br />LAP TO OCCUR OVER STUD <br />> <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Oy„ O <br />S <br />p 0. <br />I <br />WALL W! SYP <br />F- <br />I <br />2" CAPPED <br />7 U NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />O 0. SECURED W/ 2- PART <br />C g <br />SPACING. SINGLE BTM. PLATE <br />12"x9' WEDGST.E <br />GE ANCHOR W/2" <br />WIFLANGE BASE <br />4. I EPDXY. MIN. EMBED <br />TO 8E PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />°. e• ., <br />- <br />J Q 8", UNO <br />PLATE <br />EPDXY 5-1/2"EMBED. MIN. @ 16"OC <br />iv <br />4" CONC., REINF. W/ <br />ih <br />o <br />¢ FOLLOW ALL MANF. <br />= SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />I x6" #10 � ON <br />to <br />USE AND <br />( <br />BTM AND TOP PLATE <br />F- <br />r <br />2 <br />➢ <br />6-MIL POLYY ETHYLENE <br />SECURE FLANGE TO <br />= <br />H co PREPARATION OF <br />ANCHORS WI 10dx112" <br />N NAILS FILL ALL <br />C7 w <br />VAPOR BARRIER ON <br />" <br />SLAB W/(4) 114" X 21/4" <br />Z HOLE. <br />HOL1ESODO NOT USE 10d W <br />= Q <br />° I ' WELL -COMPACTED <br />TAPCONS <br />w <br />x 3" w SEE SLAB SCHEDULE <br />> <br />i CLEAN FILL TERMITE <br />TREAe SHALL BE <br />OQ40 <br />cc <br />a <br />�° u BORA7MENT -CARE <br />• <br />PQ <br />. 0,-0" <br />TOP OF SLAB ° <br />[ <br />(2) CONT. #4 REBAR4"CHAMFER <br />(I -STORY) <br />F <br />6" CHAMFER (2-STORY) <br />a �— <br />(2) #5 REBAR ON CHAIRS <br />Z <br />12"MIN. DEPTH INTO w <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL > <br />- O <br />COMPACTED SOIL <br />FOR WxD, BAR SIZE <br />SLAB HEIGHT LESS THAN T-6" '•'U <br />pER PLAN <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />5°A`E:y4"=,'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING <br />W/ BLOCK WALL <br />6 SCALE:34"=,� <br />7 BQALE:34"=,-0" <br />1 A <br />(W/ UPLIFT) <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q w <br />SLAB W/10d MASONRY <br />16" O/C STAGGERED. <br />m U <br />NAIL 16" O/C STAGGERED. <br />F <br />ADDITIONAL METAL <br />e a <br />ADDITIONAL METAL <br />Ar - <br />CONNECTORS NOT <br />¢ N <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />O 8" CMU WALL <br />REQUIRED WHEN NO <br />to UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />- <br />z ° p, 0, <br />POURED UNTEL CONT. P. <br />) ) <br />'Cp•. 8" CMU FILLED CELL (TYP.) <br />70P OF SLAB <br />C SEE SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />I° - <br />- <br />2X WALL FRAMING <br />_ <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB - - <br />. -"� ... <br />'- 0'-0' <br />TOP OF SLAB <br />a • <br />z o <br />'ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />i • <br />e • CENTERED UNDER WALL AND <br />°r <br />16" O.C. VERTICALLY MAX <br />e <br />�,- �- <br />— ,_�-° POURED MONOUTHICALLY WITH <br />.• <br />-- — - FOUNDATION AND SLAB <br />- <br />SEE SCHEDULE <br />• a• <br />SEE SCHEDULE <br />�'T <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ. EE SCHEDULE <br />AND BAR QUANTITY <br />I. <br />FORwxD,BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PADINTERIOR <br />CURB <br />FOUNDATION WOOD WALL <br />(D��INT�ERIOR <br />BLOCK WALL CONNECTION <br />3/4'=,'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0' <br />SCALE: 3,4"=,'�" <br />(NO UPLIFT) <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.aEdesigngroup.com <br />AA #: 0003326 <br />F <br />q <br />r <br />i a <br />gall <br />W. <br />N <br />us <br />8tMDrv. Ac LiOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #11 <br />PROJECT# <br />04181.000-09111 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE STrMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H E <br />