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30' <br />MIN. EACH WAY <br />• MONOLITHIC FOOTING <br />i <br />pa <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />' <br />CELL SEE PLAN FOR SIZE AND <br />< 1 <br />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />a:_ o <br />C <br />Qw <br />m <br />I <br />�a11r� •.- <br />GARAGE DOOR <br />w <br />U <br />W <br />w RECESS <br />L FM <br />rail i <br />8^CMU WALL <br />O W <br />8" CMU WALL <br />I > CORNER BARS, SAME SIZE AS LARGER BAR <br />LU <br />O <br />i <br />IN FOUNDATION WITH 30" LEG EACH <br />' <br />w U <br />TOP OF SLAB <br />0'-0' <br />TOP OF SLAB <br />7- d i�' ( WAY AT ALL CHANGES IN DIRECTIONS <br />I° °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />f <br />SEE SLAB SCHEDULE <br />- ey <br />- V 5 <br />. IILL <br />'' <br />MASONRY <br />EXT. PORCH SLAB <br />4"CHAMFER (1-STORY) <br />+ <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />`-=p. AT ELEV: <br />W/ 1/2"ISOLATION ,- <br />(WHERE a <br />L <br />6" CHAMFER (2STORY) <br />1/2" ISOLATION <br />�� 4" CHAMFER (1-STORY)JOINT <br />`^�°' 6" CHAMFER (2-STORY) <br />`"^`•�����"a <br />.: <br />APPLICABLE) i <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />° EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE 36„ <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />OEXTERIOR <br />SCALE:34"=1'-0" <br />2 <br />@GARAGE SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"-1'-0'• <br />SCALE: 3/4" V-9' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT HT <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY H <br />VERIFY HEI <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. EI <br />LAP TO OCCUR OVER STUD OF WALL <br />LAP TO OCCUR OVER STUD OF WALL 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 />w <br />O IL I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1f2"x4' WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />O SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2" CAPPED <br />a I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />Od MASONRY <br />NA'LSLABB7 11./C STAGGERED. <br />GALVANIZED PIPE <br />UNO <br />< p <br />SIMPSON SPH4 OR SPHB MAX. <br />ADDITIONAL METAL <br />W/FLANGE ®BASE <br />FOLLOW ALL MANF. <br />_ SPECIFICATIONS FOR <br />x 1 <br />CONNECTORS NOT <br />a1 I <br />USEAND <br />ANCHORS WP Od 1/2" <br />REQUIRED WHEN NO <br />X <br />M <br />_ <br />PREPARATION OF <br />COMMON NAILS FILL ALL U) <br />HOLES, DO NOT USE 10d w <br />o UPLIFT IS PRESENT. <br />HOLE. <br />K <br />x 3" SEE SLAB SCHEDULE <br />W SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />SLAB W/(4)1/4". X 2 1/4" <br />'cq' O OJT' <br />. 0, 0" <br />TAPCONS <br />pQQ• <br />TOP OF SLAB .. , ; <br />TOP OF SLAB <br />4"CHAMFER (1-STORY) <br />°•. °`••. <br />- `�— •�'.—° .�^° - - <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />it 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 />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />o <br />V SCALE:34"=1'0 (NO UPLIFT) <br />3QALE:34"=+'-0" (W/UPLIFT) <br />SCALE: 3l4"=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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />o. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />a, <br />Q w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />IL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />0: rn <br />O <br />8" CMU WALL <br />`50" <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />8' a' <br />VARIES <br />3' , 3' <br />- _ _ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />��o` <br />- <br />( <br />2X WALL FRAMING <br />.- 0'-0" <br />TOPOF SLAB <br />.e< <br />i <br />SEE SLAB SCHEDULE <br />• <br />1/2" DIA, SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />��LL <br />.. p <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 />m <br />POURED MONOLITHICALLY WITH <br />__ <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />'° °5 <br />SEE SCHEDULE <br />1# <br />FOR WXD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />� <br />✓ AND BAR QUANTITY <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 />scALE:34"=1'-a' NO UPLIFT <br />( ) <br />1 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3l4"=+'-0° <br />11 SCALE: 3I4"=V-0" <br />1 R C N IT It T• <br />6 <br />GrouSoL� <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA N: 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: 8134UW2828 <br />FAX: 8134M2802 <br />BUDDIV. at LOT.;' <br />SILVERADO <br />LOT #4 <br />BLK #14 <br />PliOJECT* <br />03719.000-04141 <br />MODEL° <br />2795-D <br />GARAGE BVnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />16 <br />DwR �r 10/30/20 <br />8CAL.E: 1/4"=1'—O" <br />BHEET <br />Si. <br />