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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />} <br />I' <br />g <br />STEEL REINFORCING IN GROUTED <br />•• — - <br />STEEL REINFORCING IN GROUTED <br />Q .. <br />CELL SEE PLAN FOR SIZE AND <br />rr — <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />M <br />SPACING REQUIREMENTS <br />> I <br />v— <br />GARAGE DOOR <br />Q <br />U <br />W <br />I lv_ e <br />RECESS <br />fll U <br />Jam. <br />• - FM <br />J <br />g7 <br />Era <br />Q <br />w 9" <br />m - z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />I <br />w <br />O io <br />p <br />Z <br />+- 0'-0° <br />;.•1, e IN FOUNDATION WITH 30" LEG EACH <br />w U <br />N <br />*- 0'-0" <br />-4 WAY AT ALL CHANGES IN DIRECTIONS <br />V) <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF IS CONTINUOUS <br />-- <br />MATCH AMOUNT OF CONTINUOUS BARS <br />LLL <br />CURB FOR <br />. <br />EXT PORCH SLAB <br />SEE SLAB SCHEDULE <br />"CHAMFER(2-STORY) <br />.. - <br />_VARIES <br />—�SEE SLAB SCHEDULETOP OF GARAGE <br />'- aI - CONTINUOUS STEEL MONOLITHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE7;p. <br />MASONRY <br />SET <br />AT ELEV: <br />ISOLTION"CHAMFER <br />(WHERE <br />g <br />(2STORV) 3 <br />ft4 24' <br />EXT. PORCH SLAB <br />W/ tY2° ISOLATION} <br />I 4" CHAMFER (1STORY)JOINT <br />6"CHAMFER (2STORY) <br />.,W/1/2" <br />APPLICABLE) ZE <br />SCHEDULE <br />JOINT (WHERE <br />• at SEE SCHEDULE"APPLICABLE) <br />nWHEN <br />ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />Z <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />ENT N MBE <br />BAR QUANTITY 42" <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), LINO <br />r,-"'\EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />n <br />2 <br />S�-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3/4"=1'-0" <br />@ GARAGE <br />4 <br />SCALE: 314"=l'-W <br />SCALE: 3/4"=V-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 Wl 16d 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! Sip <br />2x4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />SPACING, SINGLE BTM. PLATE <br />/ Y' <br />BTM. PLATE TO BE PT. <br />a SECURED W/ 2- PART <br />". <br />II <br />TO BE PT. PROVIDE DBL. TOP <br />WASH R SET IN HIGH STRENGTH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />tl 5 EPDXY. MIN. EMBED <br />PLATE <br />EPDXY Si/2"EMBED. MIN. @ 18" OC <br />SLAB Wl10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />GALVANIZED PIPE <br />J Q 111 8", UNO <br />1 <br />USP SPTH4 OR SPTH6 BTM MAX. <br />4DDlilONALMETAL <br />W/FLARGE ABASE <br />¢ O FOLLOW ALL MANE. <br />_ SPECIFICATIONS FOR <br />ANUTORPI.RTE ANCHORS W/ <br />CONNECTORS NOT <br />rn Q <br />USE AND <br />10d x 1 1/2°COMMON NAILS <br />REQUIRED WHEN NO <br />o <br />9 <br />= a3 <br />PREPARATION OF <br />FILL ALL HOLES, DO NOT USE <br />UPLIFT IS PRESENT. <br />" p" HOLE. <br />10d x 3" w <br />w <br />W <br />SEE SLAB SCHEDULE <br />SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB W/(4)1/4" X 2 1/4" <br />--o� O O'Ic <br />+_ 0'_0" <br />[SEE <br />, 0_0" <br />TAPCONS <br />0' Q- <br />TOP OF SLAB - <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />= <br />. ° < . <br />- — • J —e <br />6" CHAMFER (2-STORY) <br />s <br />e <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 />6 <br />MONOLITHIC FOUNDATION <br />7 SCALE:34'=1'-0" <br />(W/UPLIFT) <br />SCALE:34"=,'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />sCALe:3/4"=,-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 />Ar 7 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 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />PROVIDE OBL. TOP PLATE <br />16" O/C STAGGERED. <br />.� <br />ADDITIONAL METAL <br />m U <br />CONNECTORSNOT <br />v a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />p U) <br />8" CMU WALL <br />M <br />0•_c• <br />POURED LINTEL CONT. (TYP.) <br />'rp•. 8" CMU FILLED CELL (TYP.) <br />� � _ TOP OF SLAB <br />^—"'' '—�' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5" <br />TOP OF SLAB <br />- -a` <br />Z <br />INTO <br />MINIMUM EMBEDMCELL, <br />a <br />� <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />" <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />y ' <br />— • POURED MONOLITHICALLY WITH <br />< <br />------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />,- <br />T3 SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO. <br />9 SCALE:34"=1'-0 <br />(NO UPLIFT <br />&20OTI[N�!G <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />l <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=l'-0" <br />1441 N" RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwsbdesigngroup.com <br />AA #: 0003325 <br />1 <br />J <br />V <br />m <br />C <br />LL <br />IC <br />yJ <br />a <br />�p� <br />5 <br />F <br />s <br />m <br />•a� <br />5 <br />9 <br />W <br />x <br />0 <br />s <br />a <br />StmDrv. ae LOT: <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECT# <br />04181.000-40093 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE SIFMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />rp7/119 <br />DATE: 11/20I <br />SCALE: 1/4-=1'-0" <br />SHEET <br />6. S1.1A <br />