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30" <br />MIN. EACH WAY <br />AAFI <br />MONOLITHIC FOOTING <br />Z_ <br />A. <br />H <br />. . _ •v <br />m <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q ^ <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° <br />a <br />SPACING REQUIREMENTS <br />° <br />GARAGE DOOR <br /><; <br />w <br />U <br />W <br />RECESS <br />m� <br />�a <br />¢ <br />FM <br />`I� <br />g� <br />(n Z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />I <br />, I I CORNER BARS, SAME SIZE AS BAR <br />Lu w <br />8" <br />c <br />m — <br />Z�. <br />IN FOUNDATION WITH 30' LEG EACH <br />%%% <br />W = <br />Yi1 <br />p <br />+_ 0•-0. <br />TOP OF SLAB <br />m <br />r_ 0'-0' <br />TOP OF SLAB' <br />- +• •I WAY AT ALL CHANGES IN DIRECTIONS <br />v� SO THAT THE STEEL REINF. IS CONTINUOUS <br />N <br />►---Ma--+-�—"' <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />e <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA <br />4"CHAMFER (iSTORY) <br />18" <br />" _gA <br />EXT. PORCH SLAB <br />- VARIESI•I <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />HAMFER <br />` (f <br />'- °. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />- <br />MASONRY <br />UNITS SET <br />�:�, AT ELEV: <br />WI 1/2" ISOLATION <br />s.. <br />6" CHAMFER (2STORY) <br />WI1/2" ISOLATIONJOIM <br />(,STORY) <br />p.(" <br />(WHERE 4 <br />q4 24' <br />"`���HAMFER (2STORY)APPLICABLE) <br />Z <br />EE SCHEDULE p5 30' <br />J p LICABL <br />Z <br />a SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE #6 36" <br />XD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42"R <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:y4�,•p <br />2 <br />@ GARAGE �� <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4'=1'-0' <br />SCALE: 314"=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 W/ 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 Wl PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />p a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />O a NEW REINF. SAR <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED WI 2- PART <br />K S <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/2- <br />BTM. PLATE TO BE PT. <br />2'CDPPED <br />n. EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />GALVANIZED PIPE <br />Q 8', LINO <br />-� — <br />FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-112" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE Q BASE <br />2 SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX.ADDITIONAL <br />METAL <br />BTM AND TOP PLATE <br />o <br />= USE AND <br />m <br />F co PREPARATION OF <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN N. <br />0 4" HOLE. <br />COMMON NAILS FILL ALL <br />y UPLIFT IS PRESENT. <br />Z w <br />HOLES, DO NOT USE 10d w <br />w <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2114" <br />p -� <br />x 3" It SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />cc <br />TAPCONS <br />+- 0'-0' Q <br />Q <br />QQQ <br />.Q <br />TOP OF SLAB - .. <br />+- 0'-0' <br />TOP OF SLAB <br />4"CHAMFER (STORY) <br />- <br />" <br />° <br />6"CHAMFER(2STORY) <br />e.�.- <br />^�� , • . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._---SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />(��INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />C <br />T SCALE: 314"=1'-0 <br />(W/ UPLIFT) <br />SCALE: 3 4'=1'-0" <br />(NO UPLIFT) <br />SCALE: 3/4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/16d 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 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />m <br />WALL Wl SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />6 <br />m a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CO W <br />8" CMU WALL <br />UPLIFT IS PRESENT.? <br />. ' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I• <br />Z <br />SEE SLAB SCHEDULE <br />00 <br />Z <br />— <br />m <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />• <br />POURED MONOLITHICALLY WITH <br />e <br />.. <br />-- — r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />/ BAR SIZE <br />FOR <br />FOR WxD, BAR SIZE <br />BAR <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMA/BLLINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />9 <br />10 <br />3/4"=1'4" <br />SCALE:34'=1'-0" <br />(NO UPLIFT) <br />SCALE: <br />so <br />L441 N. RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX- 407-7744078 <br />wwwabdeWgllgroBP-dom <br />AA is 0003325 <br />C <br />_F <br />g <br />NJ <br />i <br />4 <br />3VHDIV. & X.OT <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />PROJECT# <br />04128.002 04191 <br />HODEX. <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 3WDM: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dw� wul w% 20 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S1.1A <br />