Laserfiche WebLink
MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />°o <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTEDT— <br />�I •O <br />CELL SEE PLAN FOR SIZE AND <br />2 CELL SEE PLAN FOR SIZE AND <br />R <br />SPACING REQUIREMENTS <br />`a SPACING REQUIREMENTS <br />_ <br />GARAGE DOOR <br />RECESS <br />i <br />L�FM <br />m 8"CMU WALL <br />fo <br />$ 8"CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />° IN FOUNDATION WITH 30" LEG EACH <br />� <br />WAY AT ALL CHANGES IN DIRECTIONS <br />° - TOP OF SLAB <br />TOP OF SLAB <br />_I <br />I ..V. "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT, PORCH SLAB < 4 CHAMFER ("TORY) <br />W/ 1/7, ISOLATION 18" <br />1 jj'�' VARIES <br />'•Y , SLAB SCHEDULE 70P OF GARAGE <br />EXT. PORCH SLAB <br />�' li <br />LL CONTINUOUS STEEL MONOLITHIC <br />I <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp, AT ELEV: <br />5' CHAMFER (2-STORY) <br />JOINT (WHERE #q 44•' <br />4" CHAMFER (I -STORY) <br />W/ 1Y2" ISq 6" CHAMFER (2-STORY) <br />a <br />> <br />ry-ry• <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE •r� <br />APPLICABLE a. SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MO. BAR SIZE <br />Er AND BAR QUANTITY #8 36" <br />z FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 SCALE: 3/4"=T-U' <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />(1)#5 REBAR VERTICALLY W7CONC. <br />POURED CELL <br />8" CMU <br />oy <br />5 #4 REBAR �24" O.C. 0 CENTER OF <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB <br />AND NAIL W/ 16d COMMON <br />Q <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />i <br />LAP TO OCCUR OVER STUD OF WALL W PLAN <br />6 F 5 <br />aC Q <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />Y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECUREDN <br />LATE SECURE BT. PLATE TO W/ <br />4// <br />° ° 4a <br />2"CAPPED <br />EMBERT <br />"g� IN EMBED <br />EPDXY.M <br />( <br />TO BE PT PROV DE DBLPTOP 12W" WEDGE ANCHOR W2 <br />tr I4" CONC., REINF. W/ <br />GALVANIZED PIPE <br />] <br />] 8", LINO <br />PLATE WASHER SET IN HIGH STRENGTH <br />5-1/2" EMBED. MIN- ®16" OC <br />lI Sk6" #10 VVWM ON <br />° 6-MIL POLY ETHYLENE <br />W/FLANGE Q BASE <br />FOLLOW ALL MANE <br />SPEIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MPAOXXY <br />I <br />" VAPOR BARRIER ON <br />USECAND <br />I <br />BTM AND TOP PLATE <br />w <br />II 1•ff <br />PREPARATION OF <br />A CHOIRS W/ <br />FILL <br />, WELL -COMPACTED <br />CLEAN FILL TERMITE <br />g 4' 4• <br />HOLE. <br />COMMON NAILS ALL <br />HOLES, DO NOT USE 10d <br />3 TREATMENT SHALL BE <br />, <br />SECURE FLANGE TO <br />_ <br />% 3 SEE SLAB SCHEDULE <br />BORA-CARE <br />,,�'< g' �u'• <br />� (2) CONT. #4 REBAR <br />SLAB W/(4)1/4" X 21/4" <br />TAPCONS <br />o } <br />PO <br />TOP <br />OF SLAB <br />, <br />t(2)#5 <br />° <br />4" CHAMFER (1-STORY)'—\ <br />I--^ REBAR ON CHAIRS <br />6" CHAMFER (2-STORY) <br />< �� .a <br />e <br />12' MIN. DEPTH INTO z z 2,000 PSF VIRGIN SOIL OR 95% <br />#e <br />VIRGIN OR ENGHJEERED SOIL �> COMPACTED SOIL <br />M <br />SLAB HEIGHT LESS THAN 3'S" PER PLAN <br />EQ EQ. SEE SCHEDULE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />FOR MD, BAR SIZE <br />AND BAR ODANTNY <br />. A FOOTING W/ BLOCK WALL <br />C BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 SCALE: 3/4"=1'-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM, VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PROVIDE DBL TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />S n <br />NAIL O/C <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />12' STAGGERED. <br />17' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />g m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />6" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED W <br />WHEN NO <br />POURED LINTEL CONT. (TYPJ <br />UPLIFT IS PRESENT, <br />UPLIFT IS PRESENT. <br />8"CMU FILLED CELL (TYR) <br />• F SLAB <br />m - TOP O <br />z SEE SLAB SCHEDULE <br />''„w' <br />2X WALL FRAMING <br />+ 0,-0„ <br />SEE SLAB SCHEDULE <br />:Irk."' SEE SLAB SCHEDULE <br />"�• 1/2'. DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />i <br />MINIMUM EMBEDMENT INTO <br />_4 <br />OF SLAB <br />2 "ISOLATED COLUMN PAD <br />6 I` ° CENTERED UNDER WALL AND <br />GROUTED CELL, 4" FROM ENDS AND <br />15' O.C. VERTICALLY MAX <br />fl <br />4 <br />TY....: POURED MONOLITHICALLY WITH <br />4 6 <br />_ <br />FOUNDATIONANDSLAB <br />— SEESCHEDULE <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />EQ. EQ. SEE SCHEDULE <br />FOR WAD, BAR SEE <br />[ AND BARQUANTITY <br />AND BAR QUANTRY <br />FOR MD, BAR SEE <br />ZT <br />AND BAR QUANMY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />r <br />CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOLE: <br />(DINNTIE�RIEOR <br />J SCALE: 3/4"=V-0" (NO UPLIFT) <br />10 <br />3/4"=V-01' (NO UPLIFT) <br />Il N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroap.com <br />AA #: 0003325 <br />I:a <br />ills <br />0 <br />w <br />aU13MV. ae LOT <br />ABBOTT PARK <br />LOT #20 BLK #12 <br />PHASE: 4C <br />PROJECT* <br />04181.04C-20121 <br />MODEL° <br />4EBB <br />"1828-CALF" <br />GARAGE a111ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRAT�E: 2/04/22 <br />SCALE: 1/4"=1'-0" <br />839MET <br />s1.1A <br />