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3V <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />6 � <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r -, <br />rj ° <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />d_ iL <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />I ° • . <br />1 <br />IL <br />SPACING REQUIREMENTS <br />r <br />a w <br />roU <br />m <br />�aa. <br />W <br />1' 1° I: � . T` • <br />° <br />GARAGE DOOR <br />W RECESS <br />¢ c Z <br />8" CMU WALL <br />O 0) <br />Q <br />8' CMU WALL <br />FM <br />. � <br />I •, . CORNER BARS, SAME SIZE AS BAR <br />W = B• <br />ZD <br />Z_ <br />• .� IN FOUNDATION WITH 30' LEG EACH <br />O <br />W p <br />¢TOP <br />' <br />OF SLAB <br />0'-0' <br />TOP OF SLAB <br />WAV AT ALL CHANGES IN DIRECTIONS <br />... 80 THAT THE 6TEEL REINF. IS CONTINUOUS <br />rl <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (7•STORY) <br />#3 18, <br />.« <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />I <br />o. I> _I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7;0. AT ELEV: <br />W/,/2' ISOLATION • <br />JOINT (WHERE <br />8• CHAMFER (2-STORY) <br />#4 24' <br />w/ 1/2' ISOLATION <br />4' CHAMFER (1STORY) <br />I . e ' 8' CHAMFER (2-STORY) <br />"`•-}}r-----"'` <br />01-0' <br />APPLICABLE) z <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />Z_ <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#8 38' <br />g <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />#7 42' <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3/4'=,'-0' <br />2 <br />SCALE: 3/4'=,'•a' <br />� GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 — <br />3CALE: <br />4 <br />LAP TOP PLATE A MIN. OF 48' t� <br />LAP TOP PLATE A MIN. OF 48'----��� <br />AND NAIL W/ 18d COMMON <br />AND NAIL W/ 18d 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 />uJ <br />0 IL I <br />2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />j NEW REINF. BAR <br />CURE PLATE TO SLAB W/ <br />No 2 STUDS SEE PLANS FOIr/EWI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />2 a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLA <br />k9' WEDGE ANCHOR W/2' <br />WEDGE <br />BTM. PLATE TO BE PT. <br />W/FLANGE @BASE <br />y g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TO <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />d 8', UNO <br />PLATEASHER SET IN HIGH STRENGTH <br />OXY 5-t12' EMBED. MIN. 018' OC <br />SLAB W/10d MASONRY <br />4 <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHBMAX. <br />NAIL 18. 0/C STAGGERED. <br />¢ SPECIFICATIONS FOR <br />fq Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= a0 USE AND <br />ANCHORS W/ 10d x 1 112' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />F- PREPARATION OF <br />8 HOLE. <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />U UPLIFT IS PRESENT. <br />TAPCONS <br />Z¢ <br />HOLES, DO NOT USE todU,x3'SEE <br />SLAB SCHEDULE <br />S SEE SLAB SCHEDULE <br />g gQ0 <br />,QQ <br />TOP OF SLAB ... , <br />TOP OF SLAB <br />e ' <br />4' CHAMFER (1-STORY) <br />• <br />8' CHAMFER (2-STORY) <br />a.�� <br />•fie_ .�-._° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE:3/4'=1'•0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />SCALE:34'=,'-o (NO UPLIFT) <br />SCALE:3/4'=1'-0' <br />SCALE:3/4'-1'-0' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' — <br />AND NAIL W/ 18d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />¢ "' <br />PLANS FOR SPACING. SINGLE <br />D as> <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />¢¢ F- <br />6 W <br />PROVIDE DBL. TOP PLATE <br />76' O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />y <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />p U <br />B' CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+' 0- • <br />POURED LINTEL CONT. (TYR) <br />' :; <br />8' CMU FILLED CELL (TYP,) <br />�+�'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />. <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />V2' DIA. SIMPSON STB2 BOLTS 5' <br />+- 0'-0' <br />Z <br />ZSEE <br />—MINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB <br />a• <br />'ISOLATED'COLUMN PAD <br />GROUTED CELL, 4'FROM ENDS AND <br />CENTERED UNDER WALL AND <br />18.O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />VANDBARQUANTITY <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WXD,BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:v4=,'-0' (NO UPLIFT) <br />IV <br />SCALE:3/4'=1'-0' <br />11 SCALE:3/4'=1'-W <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />wwwAbdealgngroup.wIn <br />L AA #'. 0003325 <br />N <br />p <br />� <br />y <br />D <br />avaa atX .or <br />SILVERADO <br />LOT ##33 <br />BLK ##18 <br />PROJRCT <br />04128.00 —33181 <br />MODRY- <br />4EBB <br />"1828—CALI" <br />OARAOIC EWINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />D TE 06/09/20 <br />8CALE: 1/4"=1'-0" <br />S*EMZT <br />S1.1A <br />