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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />°� <br />i <br />STEEL REINFORCING IN GROUTED <br />z .,1,. <br />IL STEEL REINFORCING IN GROUTED <br />­77, ss� <br />CELL SEE PLAN FOR SIZE AND <br />a CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />111 P_ <br />SPACING REQUIREMENTS <br />0 <br />Q� t <br />{ - -If'� <br />"+ <br />GARAGE DOOR <br />C <br />W <br />m U w <br />—'� °•. <br />I Ia <br />v <br />RECESS <br />U <br />a Q <br />K to <br />Ir FM <br />g 5 <br />a <br />O N i 6' CMU WALL <br />fb <br />O 8" CMU WALL <br />I .. CORNER BARS, SAME SIZE AS LARGER BAR <br />N Z <br />c'�i m - +- p'-0" <br />, vI, W FOUNDATION WITH IN LEG EACH <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />ul <br />N `(/j <br />+ p-0 <br />- TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />,• ti ..-. - <br />( : MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) 16' <br />a, <br />- V IE <br />.,. SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />° o. °- CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />MASONRY <br />�. ATIESEV:7 <br />y�, <br />\ / <br />W/ 12" ISOLATION _ • 6"CHAMFER (2STORY) <br />JOINT (WHERE • -. • #4 24" <br />I, �� 4"CHAMFER (I -STORY) <br />W/ 1/T ISOLATION `-T-�"-` 6" CHAMFER (2-STORY) <br />�F 0'-0" <br />APPLICABLE) i SEE SCHEDULE #5 3a' <br />JOINT (WHERE • • EE SCHEDULE <br />APPLICABLE) i 4 <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 />t� AND BAR QUANTITY , <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:34"=1' Y' <br />GARAGscALE:-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ E <br />3 <br />4 <br />SCALE: <br />Z (1) #5 REBAR VERTICALLY W/ CONC. <br />U POURED CELL <br />C) <br />IL 8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />N <br />AND NAIL W/ 16d COMMON <br />0- #4 REBAR �ZV O.C. @ CENTER OF <br />NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT <br />g SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O f5' <br />OU <br />0 I <br />WALL W/ SYP <br />I I <br />7' CAPPED <br />y NEW REINF. BAR <br />0_ <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />PT. PROVIDE DBL. TOP 12'W" WEDGE ANCHOR W/ 2" <br />W/FLANGE ® BASE <br />per, <br />I EPDXY. MIN. EMBED <br />TO BE WASHER SET IN HIGH STRENGTH <br />. <br />4 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16' OC <br />. n^ <br />iv <br />ih <br />Q O FOLLOW ALL MANF. <br />0L SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 M <br />4' CONIC., REINF. W/ <br />I <br />USE AND <br />I <br />BTM AND TOP PLATE <br />r p k6" #10 W WM ON <br />_ { 8-MIL POLY ETHVENE <br />U <br />SECURE FLANGE TO <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />V` W VAPOR BARRIER ON <br />SLAB W/(4)1/4" X 21/4" <br />HOLE. <br />W <br />LD <br />HOLES, DO NOT USE tOd W <br />W K -p^ WELL -COMPACTED <br />2 I • <br />(I <br />TAPCONS <br />x 3" SEE SLAB SCHEDULE <br />j CLEAN FILL TERMITE <br />11 a TREATMENT SHALL BE <br />�I a.e' .._.�. BORA-CARE <br />Q- <br />,QQ <br />TOP OF SLAB 7 <br />•. (2) CONT.#4 REBAR4" <br />CHAMFER (1-STORY) <br />• <br />f <br />6' CHAMFER (2-STORY) <br />e—� <br />(2) #5 REBAR ON CHAIRS <br />C 2.000 PSF VIRGIN SOIL OR 95% <br />17' MIN. DEPTH IMO � U.,COMPACTED <br />EQ. EQ. SEE SCHEDULE <br />SOIL <br />VIRGIN OR ENGINEERED SOIL <br />SLAB HEIGHT LESS THAN 3'-6' OU PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />6DALE 34"=,�" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SDALE:34"=,'�' (W/ UPLIFT) <br />W/ BLOCK WALL <br />SCALE:34"=1'-0" <br />UFOOTING <br />A <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" �-�• <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />OF WALL W/ PLAN <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />g a <br />PROVIDE DBL TOP PLATE SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE B7. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB WHOd MASONRY NAIL <br />6 W <br />NAIL 16' OIC STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />00 U <br />d <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN <br />0=fq <br />O 8" CMU WALL <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />m ? <br />ILL ED CEONLL TYPPSEE <br />-`�'- TOP OF SLSEE <br />/ - .. ,2X <br />SLAB SCHEDULE <br />SLAB SCHEDULE <br />1POURED8'CMU <br />WALL FRAMING <br />0TOPOF SLABiSEE <br />SLAB SCHEDULE <br />12' DIA SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB a• <br />g 'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />_a <br />� CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />-•-�� POURED MONOLITHICALLY WITH <br />y * <br />-' - r FOUNDATION AND SLAB <br />4 • 4� <br />SEE SCHEDULE <br />SEE SCHEDULE <br />/ OR WxD, R SIZE <br />EQ, EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />✓ AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />�r <br />M <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-LY' <br />(D_,"�INNTERIOR <br />I V SCALE:-'=1'-0" <br />11 <br />(NO UPLIFT) <br />(NO UPLIFT) <br />SCALE:L i <br />L441 N. RONALD RFAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.alW e•Igngroup.com <br />AA #: 0003326 <br />z <br />004 <br />z <br />es <br />} <br />1 <br />F <br />y>ob <br />4 <br />aUBD:v de LOT. <br />ABBOTT PARK <br />LOT #15 <br />BLK. #7 <br />PROJECT <br />04181.00 —15071 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE BWD7G: <br />LEFT <br />PAGE: <br />DETAILS <br />%160)RH ME C <br />