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30' <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />Z. <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />P <br />� - •_�- <br />0 a <br />�' E <br />SPACING REQUIREMENTS <br />� � <br />ul <br />c <br />Q� <br />.. ... <br />:W±n1 <br />m� <br />�y <br />s <br />FM <br />•: <br />p Z <br />8" CMU WALL <br />O <br />8li)"CMU WALL <br />. f CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />2 <br />m <br />IN FOUNDATION WITH 30" LEG EACH <br />m <br />*- V-(r <br />+- 0'1" <br />d . ' ' WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I % SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />. ,..�� <br />- VARIE3 <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY) <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />" P I ' . ,ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />WI 112" ISOLATION <br />JOINT (wMERE ♦ °. • <br />6" CHAMFER (2-STORY) #3 18" <br />#4 24" <br />EXT. PORCH SLAB <br />WI1/2'ISOLATION°° <br />4" CHAMFER (1STORY) <br />���'ttt—�" 8" CHAMFER (2-STORY) <br />APPLICABLE) z <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) <br />-. <br />• • EE SCHEDULE <br />° <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 />AND BAR QUANTITY #T 4Y <br />iv <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), LIND <br />%4_"�EXTERIOR <br />MONO—FOOTING%,IEXTERIOR <br />MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE scALE:aa"=)'-0" <br />CORNER BARS DETAIL <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />GARAGE DOOR <br />RECESS <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />t0 w B+ <br />w= <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />vi y <br />Lu <br />WALL W/ SYP <br />W <br />O a I4//—SECURE <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE ST. PLATE TO SLAB W! <br />CURB FOR <br />MASONRY <br />> NEW REINF. BAR <br />Oa, SECURED W/ 2- PART <br />TO2"xg" WEDGE ANCHOR W/ 2" <br />BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH <br />UNITS SET <br />2" CAPPED <br />0-EPDXY. MIN. EMBED <br />I <br />EPDXY 5-1 R" EMBED. MIN. 0 16" OC <br />AT ELEV: <br />GALVANIZED PIPE <br />8" UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE 0 BASE <br />¢ 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N 0_ SPECIFICATIONS FOR <br />ANCHORS Wl' x 1 1/2'. <br />_ UBE AND <br />( <br />COMMON NAILS FILL ALL <br />m <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE IOd w <br />W = <br />x W' SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />¢ <br />RECESS AROUND GARAGE <br />SLAB Wi(4)1/4"X21/4" <br />o O <br />o'-o" <br />TAPCONS <br />TOP OFSLA13 <br />DOOR OPENING <br />SCALE: 3/4"=V-0" <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 49' <br />FOR WxD, BAR SIZE <br />AND NAIL W! 1 COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS,,a" BTM. <br />AND BAR QUANTITY <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />r�_'�INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No2STUD8SEE <br />SCALE:34"=1'-0" <br />(W/UPLIFT) <br />5 <br />6 <br />PLANS FOR SPACING. SINGLE <br />SCALE: 3/4"=1'-0" <br />SCALE: 3!4"=1'-0" <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W110d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT, <br />LAP TOP PLATE A MIN. OF 48" <br />w <br />AND NAIL Wl 16d COMMON <br />It SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />fH <br />n <br />WALL W/ SYP No 2 STUDS SEE <br />N <br />PLANS FOR SPACING. SINGLE <br />`rTd <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />0. <br />e a <br />16" O/C STAGGERED. <br />m Lu <br />•s- ° <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />= y <br />O <br />8" CMU WALL <br />FOR WxD, BAR SIZE <br />UPLIFT IS PRESENT. <br />+-0'-0' <br />POURED LINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />1' 8" CMU FILLED CELL(TYP.) <br />?• <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />scALE: 3l4"=r-Lr' (NO UPLIFT) <br />'-0" <br />TOP OF SLAB �--.._ <br />.. n• <br />Z <br />SEE SLAB SCHEDULE <br />o <br />1/2" DIA. SIMPSON STS2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />� <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />CENTERED UNDER WALL AND <br />°_�F—FOR <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />• — — FOUNDATIONAND SLAB <br />SEE SCHEDULEE <br />SCHEDULE <br />FOR WxD, BAR SIZE <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />e• vARIE9 •• <br />�"�INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />3' 3' <br />`� SCALE: 314"=1'-0" <br />(NO UPLIFT) <br />�� <br />FOOTING AND COL. PAD <br />%1 BLOCK WALL CONNECTION <br />SCALE: 3l4"=1'-0" <br />SCALE: 3i4"=1'-0" <br />v � <br />L <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: t"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />I <br />B. DESIGN GROUPDRAFTING INC.BEAUMONT CENTER BLVD.SUITE 1004MPA, FLORIDA 33634 <br />PH: 813486-2628 <br />FAX: 83.3-8862802 <br />BVZi m & LOT <br />SILVERADO <br />LOT #18 <br />BLK #13 <br />PROJECT# <br />03719,000-18131 <br />mop 95-D <br />GARAGE awING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />