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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />} <br />Z <br />'g <br />STEEL REINFORCING IN GROUTED <br />g <br />_ <br />STEEL REINFORCING IN GROUTED <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />¢ p; <br />CELL SEE PLAN FOR SIZE AND <br />° °. <br />0 0_ <br />SPACING REQUIREMENTS <br />t <br />SPACING REQUIREMENTS <br />P• <br />1 <br />Lu <br />I .. ... <br />wa <br />'r �FM� <br />to <br />Q <br />°. <br />I. Z <br />W CMU WALL <br />O <br />8" CMU WALL <br />e I 1/� CORNER BARS, SAME S1ZE AS LARGER BAR <br />I <br />ro <br />? <br />° „I FOUNDATION WITH 30" LEG EACH <br />+- 0'-0" <br />TOP OF SLAB <br />W AY AT ALL CHANGES IN DIRECTIONS <br />WI ... I SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />`�-T--� <br />11,�(J',•�•�� -•-y. <br />,I MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4 CHAMFER (1STORY) <br />< <br />-VARIES <br />- ° SEE SLAB SCHEDULE• TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 112" ISOLATION <br />JOINT (WHERE • a. •-� <br />6' CHAMFER (7.STORY) #3 18" <br />#4 24 <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />I 4" CHAMFER (1-STORY) <br />I , .. 6"CHAMFER (2STORY) <br />APPLICABLE) z - <br />SEE SCHEDULE <br />30 <br />JOINT (WHERE <br />a` <br />EE SCHEDULE <br />FOR WXD, BAR SIZE' „ <br />APPLICABLE) <br />Z <br />4 <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 47' <br />_ <br />iN <br />� <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE:3l4"=P-0" <br />„ <br />scALE:3/4"=r-a' <br />CORNER BARS DETAIL <br />@ GARAGE <br />3 <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />RECESS <br />AND NAIL W! 16tl COMMON <br />J <br />5 <br />NAILS, 2 -ROWS, 4" O/C BTM. VERIFY HEIGHT <br />0 <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W III <br />W UmU <br />N N <br />W <br />2x4 OR 2t6 WOOD BEARING PROVIDE BLOCKING <br />0. I <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />CURB FOR <br />MASONRY <br />N NEW REINF. BAR <br />0_ SECURED W/2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />TO12'kS' WEDGE ANCHOR W/7' <br />LLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />iii������ <br />UNITS SET <br />1;0,AT ELEV: <br />2" CAPPED <br />(_ I EPDXY. MIN. EMBED <br />EPDXY 5A0 EMBED. MIN. 016" OC <br />0_01• <br />GALVANIZED PIPE <br />g 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />¢ 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />2 K SPECIFICATIONS FOR <br />U) <br />ANCHORS W/ 10tl x 1 12" <br />o <br />= USE AND <br />COMMON NAILS FILL AL <br />in <br />4„ 4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z w HOLE. <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />a <br />RECESS AROUND GARAGE <br />TAPCON/8 )1/4" X 21/4" <br />� op O•}' <br />+_ 0-0' <br />DOOR OPENING <br />e� <br />TOP OF SLAB _�.. , ; <br />4 <br />SCALE: 3/4"=V-9' <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W! 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. <br />FOR WXD, BAR SIZE <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />%-INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SCALE 34"=1'-0" <br />(W/ UPLIFT) <br />5 <br />c <br />6 <br />PLATE TO BE PT. <br />SCALE: 3/4"=1' T' <br />scALE: 3 a"=,'-0 <br />BTM. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT, <br />W <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />- OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />[SEE <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />-�'� A . <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q a <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />• ,a. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN <br />a <br />ED. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />NO <br />UPLIFT IS PRESENT. <br />¢ to <br />O <br />8" CMU WALL <br />AND BAR QUANTITY <br />+-0'-0' <br />CO <br />___),INTERIOR CURB FOUNDATION WOOD WALL <br />•+� 8'OUREDILLTELED (T.(TYP) <br />CMU <br />_ <br />JI - -. TOP OF SLAB <br />" SOALE3'4"=''�" (NO UPLIFT) <br />SEE SLAB SCHEDULE <br />Z(WALL FRAMING <br />+- 0'-0" <br />le SEE SLAB SCHEDULE <br />1/Y' DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />�-' <br />Z <br />e <br />MINIMUM EMBEDMENT INTO <br />e°• al. <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />/ <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />-�-�, POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />° <br />B' VARIES B' <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />3' <br />FOR WXD, BAR SIZE <br />-3 <br />/ FOR WxD, BAR SIZE <br />3' <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />as <br />MAR <br />9 6QALE:3/4"=''9' (NO UPLIFT) <br />1 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-(Y' <br />L <br />SHOWER RECESS FOOTER <br />,,, <br />I c <br />SCALE: V=V-D" <br />P-A R C N I T R C TRH <br />G ou Win <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigrigroup.com <br />L AA #: 0003325 <br />lQi <br />a <br />C <br />14 <br />a <br />