Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z r. <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />a <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />>a> <br />F <br />SPACING REQUIREMENTS <br />t <br />Q W <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />U <br />m J W <br />° ... <br />J RECESS <br />—: n. <br />U) <br />CMU WALL <br />O <br />8"CMU WALL <br />II ! . p CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W ul B' <br />ro <br />� AR <br />IN FOUNDATION WITH 30" LEG EACH <br />"""1111 <br />W = <br />p•-0„ <br />9 -6 ! WAY AT ALL CHANGES IN DIRECTIONS <br />O y <br />TOP OF SLAB <br />1 <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />f <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />PORCH SLAB <br />SEE SLAB SCHEDULE, <br />BAR SIZEMBAREXT. <br />CHAMFER (1-STORY) <br />#3 <br />.. ... <br />EXT. PORH SLAB <br />VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />LL <br />" d. I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />°JOINT <br />- MASONRY <br />UNITS SET <br />Z;p. AT ELEV: <br />W11/2' ISOLATIONMFER <br />(WHERE <br />VANI <br />(2STORY) <br />#4 <br />W/ 1!2' ISOLATION <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) zE <br />SCHEDULE #5 <br />JOINT(WHERE -••EESCHEDULE <br />APPLICABLE) Z_ 4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OFCONTINUOUSBARSPROVIDETHELEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), LINO#7 <br />iN <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3/4"=1'-p' <br />2 <br />GARAGE <br />SCALE3l4"=1'-p' <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=l'-9' <br />SCALE: 3/4"=l'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g V <br />POURED CELL <br />4zi00. <br />N <br />8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />a <br />#4 REBAR @24" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />S <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z v <br />Z W <br />> <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />v O <br />1— 5 <br />W <br />O a I <br />WALL W/ SYP <br />U <br />1 I <br />2" CAPPED <br />> U) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />O 0- SECURED W/2-PART <br />Ir g <br />SPACING. SINGLE BTM. PLATE <br />1/2k9" WEDGE ANCHOR W/ 2' <br />W/FLANGE BASE <br />a EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL 70P WASHER SET IN HIGH STRENGTH <br />Q 8", UNO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. @j 16" OC <br />b <br />Q C) FOLLOW ALL MANF. <br />_ W SPECIFICATIONS FOR <br />SIMANDPSON SPH40RSPH6 MAX. <br />eh <br />4" CONC., REINF. W/ <br />F) <br />N Q <br />I <br />BTM AND TOP PLATE <br />= <br />6'k6" #10 WWM ON <br />1 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />= m USE AND <br />F- PREPARATION OF <br />ANCHORS W/ 10d z 1 12' <br />N <br />VAPOR BARRIER ON <br />SLAB W/(4)14' X 2114' <br />O HOLE. <br />COMMON NAILS FILL ALL to <br />TAPCONS <br />J <br />HOLES, DO NOT USE 10tl W� <br />WELL -COMPACTED <br />SEE SLAB SCHEDULE <br />> <br />CLEAN FILL TERMITE <br />b o O} <br />< <br />I TREATMENT SHALL BE <br />a <br />Q <br />+ 0' <br />9 y BORA-CARE <br />• � <br />TOP OF SLAB <br />I (2) CONT. 84 REBAR <br />4" CHAMFER (1-STORY) <br />- -� <br />t <br />6" CHAMFER (2STORY) <br />n — <br />a <br />.,•. <br />(2) #5 REBAR ON CHAIRS <br />1. <br />12' MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL <br />OU <br />COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />SLAB HEIGHT LESS THAN 311. <br />PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />scALE: a/4"=r-p' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE 3/4"=''-U(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scALE:34"=''"' <br />1 A <br />SCALE: 3l4"=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 />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <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 />2x4 OR 2z6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2z4 OR 2K6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 STUDS SEE <br />Q D. <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB WS MASONRY NAIL <br />4//REQUIRED <br />p) <br />NAIL 16" O/C STAGGERED, <br />A <br />16' O!C STAGGERED. <br />m <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />0) <br />v IL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />!n <br />WHEN NO <br />REQUIRED WHEN NO <br />0 8" CMU WALL <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />? <br />P_I <br />L CONELL <br />.+Qi 8'OCMU FILLED T.(P <br />- - TOP OF SLAB <br />..Ia- <br />SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- p'.{Y, <br />TOP OF SLAB <br />[SEE <br />Z SEE SLAB SCHEDULE <br />1/2"MIN DIA. SIM BOLTS 5" <br />--w'�... <br />+-p{Y' <br />Z - o <br />BED ENTSTB2I <br />MINIMUM EMBEDMENT INTO <br />e • <br />TOP OF SLAB <br />g "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />eo .-' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />< ---- - FOUNDATION AND SLAB <br />-_a <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.`i""iT FOR WXD, BAR SIZE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />9 INTERIOR FOUNDATION WOOD WALL <br />SCALE:3/4"=l'-0" (NO UPLIFT) <br />10 FOOTING AND COL. PAD <br />SCALE:34"=1'-0 <br />BLOCK WALL CONNECTION <br />11 SCALE:3/4"=1'(Y' <br />scALE:3a=ra' (NO UPLIFT) <br />d N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.atWeslgngroup.eom <br />AA #: 0003325 <br />W <br />IC <br />S <br />= <br />I <br />Ira I <br />� <br />C <br />F <br />9 <br />C <br />_ <br />to <br />W <br />00 <br />O <br />9umm ae LoT <br />ABBOTT PARK <br />LOT #30 <br />BLK #11 <br />PROJECT# <br />04181.000-30112 <br />][ODEL <br />4EBB <br />"1828-CALI" <br />GARAGE 91FMO: <br />LEFT <br />PACE: <br />DETAILS <br />16"PA E C <br />v <br />a <br />No <br />DAR,I11"V�T 04/16/21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S1.1A <br />