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39, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />° <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />77— — . <br />CELL SEE PLAN FOR SIZE AND <br />Q (L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />' <br />SPACING REQUIREMENTS <br />oe• <br />Q� <br />mW <br />I.bI� <br />�a <br />�� <br />Q <br />> FM <br />Ir - Z <br />8•' CMU WALL <br />O <br />8" CMU WALL <br />! I f/ ------ CORNER BARS, SAME SIZE AS LARGER BAR <br />010 <br />�I <br />IN FOUNDATION WITH 30" LEG EACH <br />+- <br />� n Y AT DIRECTIONS <br />SLAB <br />TOP OF SLAB <br />(`pn <br />° TOP OF SLAB <br />THAT HE STEEL REN <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />pl SO ONTIN <br />MATCH AMOUNT OF CONTINUOUS BARS <br />POR <br />SLAB SCHEDULETOP <br />IZE 488AR DIA. <br />4" CHAMFER (1STORY) <br />EXT. <br />,} SEE SLAB SCHEDULE <br />OF GARAGEEXT. <br />...I.SEE <br />v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />IFT <br />6" CHAMFER (2STORY) 18" <br />PORH SLABW/1/7'ISW/12" ISLATION <br />I 4" CHAMFER (1-STORV)JOINT <br />6" CHAMFER <br />(WE <br />#4 24"l <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />,� <br />(2-STORY)APPLICA <br />• ° • EE SCHEDULE#' <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />aWHEN <br />FOR WXD, BAR SIZE <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY, <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO-FOOTING <br />(_,__'),EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />BQAlE: 3/4••=,'-0'• <br />SCALE: 3/4"=V-0•' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W RECESS <br />W <br />WALL W/ SYP <br />j <br />O o. I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />V) W B+ <br />1 co NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 7' <br />W = <br />W�7 <br />0 a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />N N <br />2' CAPPED <br />0_ g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 6-12" EMBED. MIN. C 16" OC <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />Q 8", LINO <br />Q 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />CURB FOR <br />- <br />o <br />0: I SPECIFICATIONS FOR <br />= USE AND <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 112' <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />�:0, AT ELEV <br />o� 4„ <br />HOLE. <br />HOLES, DO NOT USE 10d W <br />0'_0• <br />SECURE FLANGE TO <br />Ch <br />J'cq <br />x 3" 0= SEE SLAB SCHEDULE <br />Q <br />SLAB W/(4) 1/4"X21/4" <br />p <br />TAPCONS <br />O' Q- <br />11 <br />TOP OF SLAB - <br />°�- - <br />RECESS AROUND GARAGE <br />• <br />DOOR OPENING <br /><E° <br />A <br />4 <br />• e <br />SCALE: 3/4"=1'-G" <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SCALE 3/4"=T-T <br />(W/ UPLIFT) <br />5 <br />6 <br />NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD 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 />SLABV W MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16•' O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERITY HEIGHT <br />71 <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 />REQUIRED W <br />WHEN NO <br />SPACING REQUIREMENTS <br />UPL <br />N IFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />W <br />SEE SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />K <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0. <br />+- 0'-0" <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ W <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />— <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />K rary <br />0 <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />4 "l . <br />6" CMU FILLED CELL (TYP.) <br />TOP OF SLABto'. <br />°F-- <br />SEE SLAB SCHEDULE <br />EQ. SEE SCHEDULE <br />2X WALL FRAMINGEQ. <br />FOR WXD, BAR SIZE <br />+-0'-tl•SEE <br />SLAB SCHEDULE <br />";12"DIA. SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />TOPOF SLAB <br />a^ <br />Z <br />— <br />MINIMUM EMBEDMENT INTO <br />OLATED COLUMN PAD <br />. GROUTED CELL, 4" FROM ENDS AND <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />NTERED UNDER WALL AND <br />L <br />16" O.C. VERTICALLY MAX <br />URED MONOLITHICALLY WITH• <br />UNDATION AND SLABSEE <br />SCHEDULE <br />^, <br />ULE <br />FOR WxD, BAR SIZE <br />R SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />///III... <br />B' VARIER 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3• 3' <br />9 SCALE 3/ <br />"' V-1. (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE 34"=ro' <br />vC <br />11 SCALE: <br />n/ s-coHT. m i <br />RECESS FOOTER <br />&,_,'�_SHOWER <br />SCALE:1"=1'-0" <br />A R C N IT E C T S <br />6 <br />Gaon <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134036.2628 <br />FAX: 813-886-2802 <br />SILVERADO <br />LOT #16 <br />BLK ##10 <br />PROJECT* <br />03719.001-16101 <br />MODEX. <br />2368-B <br />PAGE: <br />DETAILS <br />2 <br />DwATE 07/09/21 <br />SCALE: 1/4"-1'-0" <br />S1.1A <br />