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30" <br />MIN. EACH WAY <br />' <br />MONOLITHIC FOOTING <br />Z <br />r <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />"� <br />STEEL REINFORCING IN GROUTED <br />° <br />CELL SEE PLAN FOR SIZE AND <br />d_ 0. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a ° <br />y TTv <br />L <br />SPACING REQUIREMENTS <br />v_ <br />w <br />od U <br />GARAGE DOOR <br />RECESS <br />FM <br />of 0 Z <br />8" CMU WALL <br />C, U) <br />8" CMU WALL <br />I . f CORNER BARS, SAME SIZE AS BAR <br />9• <br />w W <br />O tO <br />o <br />? <br />IN FOUNDATION WITH 30' LEG EACH <br />I <br />w U <br />'-0• <br />TOP OF SLAB <br />i`-0" <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />V! <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARSc <br />I °I <br />CURB F <br />• , <br />d <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION •. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA, <br />4" CHAMFER (I -STORY) <br />#3 18" <br />.. <br />EXT. PORCH SLAB <br />VARI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1STORY) <br />Il* <br />'" d. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />" <br />MASONRY <br />UNITS SET <br />�� AT ELEV: <br />b• <br />JOINT (WHERE <br />8" CHAMFER (2-STORY) <br />#4 PV <br />W/ 1/Z' ISOLATION <br />e 6"CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) Z. <br />SEE SCHEDULE #6 30" <br />JOINT (WHERE. <br />•' i EE SCHEDULE <br />f <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />4. FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f.I <br />AND BAR QUANTITY #6 36 #7 42" <br />'N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GA <br />SCALE:3/4==1'-V <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" —�_ <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w0 I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'k0" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O �- SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2' CAPPED <br />a g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-12" EMBED. MIN. @ 16" OC <br />SLAB I H cl MASONRY <br />GALVANIZED PIPE <br />8, UNO <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" OIC STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />N C I SPECIFICATIONS FOR <br />USE AND <br />ANCHORS W/ 10d x 1 12" <br />REQUIRED WHEN NO <br />4 <br />PREPARATION OF <br />COMMON NAILS FILL ALL Vi <br />HOLES, DO NOT USE 10d W <br />U) UPLIFT IS PRESENT. <br />HOLE, . <br />3" K <br />W <br />SECURE FLANGE TO <br />W <br />x SEE SLAB SCHEDULE <br />C EDULE <br />SEE SLAB SCH <br />SLAB W/(4)iWX 21/4" <br />� <br />p0�1' <br />MP—OF-0^ <br />,. _0• <br />TAPCONS <br />OQQ- <br />R <br />SLAB <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />- <br />a <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />5 <br />� <br />MONOLITHIC FOUNDATION <br />(W/UPLIFT) <br />$ SCALE:34"=1'-0" <br />(NO UPLIFT) <br />SCALE:3/4"=1'-0" <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 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 />SPACING REQUIREMENTS <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 />d a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />p <br />16" O/C STAGGERED. <br />gq <br />ADDITIONAL METAL <br />"' U <br />CONNECTORS NOT <br />°} <br />REQUIRED WHEN NO <br />a. <br />U/ <br />UPLIFT IS PRESENT. <br />Q <br />8" CMU WALL <br />D' VARIES G' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />'gip.. 8"CMU FILLED CELL (TYP.) <br />3' 3' <br />- TOP OF SLAB <br />I <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />'-0" <br />TOP OF SLABd• <br />z <br />SEE SLAB SCHEDULE <br />n <br />12" DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />C �` <br />"—� <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />roT <br />d• CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />_!� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />�u <br />I'IN6C0N` ^� i [� <br />FOR WxD, BAR SIZE <br />/FOR WxD, BAR SIZE <br />ti <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />/// <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: 1"=1'-0" <br />9 6CALE:3/4"=V- NO UPLIFT <br />( ) <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />10 <br />SALE: 3/4"=V-9' <br />1 1 SCALE: <br />A IOIII I T 1 0 T I <br />Grouin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774"6078 <br />FAX: 407-7744078 <br />www-abdesigngroup.com <br />L AA #: 0003328 <br />>ltmDm & LOT <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />PROJECT/t <br />03719,000-01 <br />MODEU <br />"2558-HAWTHORNE" <br />GARAGE =WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DRINT <br />AM 06/11, <br />BCAt E: 1/4"=1'-0" <br />SNEET <br />S1.1A <br />