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W„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />S <br />_ <br />STEEL REINFORCING IN GROUTED <br />Ir <br />CELL SEE PLAN FOR SIZE AND <br />- <br />< d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />° <br />a0 <br />SPACING REQUIREMENTS <br />REQUIREMENTS <br />v� <br />��: `.. <br />m W <br />U <br />W <br />•. <br />I <br />w R <br />¢� <br />v 0- <br />/n <br />FM <br />8"CMU WALL <br />O <br />8" CMU WALL <br />I ° CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />? <br />° °I IN FOUNDATION WITH 30" LEG EACH <br />+- <br />TOP OF SLAB"41- <br />+' 0''0'. <br />TOP OF SLAB <br />I�I{/,,II� WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - el' I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLABCHAMFER <br />•7AND <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />(1-STORY) <br />; <br />EXT. PORCH SLABW/ <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />• I <br />�'- CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />1/2'SOTION <br />CHAMFER (2-STORY) #3 18" <br />W/ 1/2'ISLATION.` <br />4" CHAMFER (1-STORY) <br />6" CHAMFER <br />-°JOINT <br />(WHERE <br />APPLICABLE) i <br />qq pq <br />SCHEDULE #5 30" <br />JOINT (WHERE <br />(2STORY) <br />• • EE SCHEDULE <br />WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />d <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR QUANTITY <br />3467' <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />%EXTERIOR MONO -FOOTING <br />r��EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4'=T-0' <br />L <br />SCALE:3/4'=r'-a' <br />GARAGE <br />CORNER BARS DETAIL <br />g <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C 8TM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLANGARAGE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />/��k <br />DOOR <br />/ is <br />W <br />WALL W/SYP <br />RECESS <br />pd W <br />W <br />4. I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />.5 <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12"x8" WEDGE ANCHOR W/ 2" <br />/n W 8• <br />W <br />O o- SECURED W/ 2- PART <br />w g <br />TO BE PT. PROVIDE DEL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />= <br />W U <br />7'CAPPED <br />a I EPDXY. MIN. EMBED <br />EPDXY S1YY' EMBED. MIN. 16" OC <br />N to <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />�k CURB FOR <br />NI SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/Z' <br />--��/x" MASONRY <br />o <br />¢ USE AND <br />= m <br />I <br />C7 v 4„ PREPARATION OF <br />-HOLE. <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d W <br />UNITS SET <br />T:O AT ELEV: <br />x 3'• SLAB SCHEDULE <br />0'-O" <br />SECURE FLANGE TO <br />LLI <br />Q <br />SLAB W/(4)1/4"X21W <br />p p0'�"' <br />[FEE <br />+-O'_0 <br />TAPCONS <br />O'QQ- <br />TOP OF SLAB _� <br />4" CHAMFER (1STORY)6"QHAMFER,2STQRY) <br />RECESS AROUND GARAGE <br />=AND <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />LAP TOP PLAT AMIN OF 48" <br />AND NAIL W/ 16d COMMON <br />7 SCALE 34'-1'0' <br />5 <br />6 <br />(W/ UPLIF <br />NAILS, 2-ROWS, 4' IC BTM. VERIFY HEIGHT <br />SCALE 3/4'-1'-0' <br />SCALE:34"-1'-0' <br />LAP TO OVER STUD OF WALL W/ PLAN <br />2,4 OR 26WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB V W MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16" .,.STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />WHEN NO <br />.j:REQUIRED <br />SPACING REQUIREMENTS <br />(q UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />SEE SLAB SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />(L <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />+- 0'-0" <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />15' O/C STAGGERED. <br />Q W <br />7' a <br />ADDITIONAL METAL <br />00 U <br />. <br />CONNECTORS NOT <br />'d <br />REQUIRED WHEN NO <br />w 05 <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />#,Z <br />LINTEL CONT.(TYP.) <br />8"CMU FILLED CELL (TYP.) <br />• TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ. EQ. EE SCHEDULE <br />jPOURFD <br />WXD, BAR SIZE <br />+-0Y'F <br />Z <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5"FOR <br />AND BAR QUANTITY <br />TOPOF SLAB <br />Z <br />-MINIMUM <br />EMBEDMENT INTO <br />- <br />"ISOLATED" COLUMN PAD <br />NTERED UNDER WALL AND <br />GROUTEDRTICALLYMAX ENDS AND <br />16" O.C. VERTICALLY MAX <br />INTERIOR CURB FOUNDATION WOOD WALL <br />< <br />URED MONOLITHICALLY WITH <br />---- -NDATION AND SLAB <br />(NO UPLIFT) <br />SEE SCHEDULE <br />��° <br />, <br />ULE <br />FOR WXD, BAR SIZE <br />R SIZE <br />BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE 3/4"=r-a' (NO UPLIFT) <br />10 <br />NTITY <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />B'VARIE9AND <br />3-3' <br />o-s <br />SCALE 3/4"=1'-0" <br />j SCALE: 3/4"=T-0" <br />mEg <br />�� SHOWER RECESS FOOTER <br />I � <br />SCALE: V=V-0" <br />rA S C N IT E C T S <br />Design <br />Grou .. <br />1441 N. RONALD REAGAN BL' <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />M <br />0 <br />rn <br />O <br />a <br />SUDDIV. & LOT <br />SILVERADO <br />LOT# 26 <br />BLK. 10 <br />PROJECT* <br />03719.001-26101 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 PH E B <br />nATiN 07/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />