Laserfiche WebLink
MIN. EACH WAY <br />MONOLITHIC FOOTING <br />r( <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />R <br />..I•v e' <br />i <br />i n <br />SPACING REQUIREMENTS <br />5' <br />SPACING REQUIREMENTS <br />P•• <br />GARAGE DOOR <br />RECESS <br />Ba <br />�N <br />aI <br />r'� FM <br />8" CMU WALL <br />8"CMU WALL <br />. ° . f CORNER BARS, SAME SIZE AS LARGER BAR <br />Io <br />/O <br />° IN FOUNDATION WITH 30" LEG EACH <br />wy N <br />+_ 0'-0" <br />f + 0-0" <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />y, <br />TOP OF SLAB <br />° TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />•,�,_, <br />° MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />f <br />q <br />EXT. PORCH SLAB <br />•' <br />_ • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />#3 1g•• <br />EXT. PORCH SLAB <br />C. <br />,�`�� <br />" I / VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER 1 <br />� I I s� .ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />T <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />wl <br />JOINT ISOLATION <br />JOINT(WHERE 4 <br />` ., • 6' CHAMFER (2-STORY) <br />#4 24" <br />ISOLATION <br />6" CHAMFER (2-STORY) <br />0-7 <br />APPLICABLE) i <br />• <br />SEE SCHEDULE #5 30' <br />J01Yl' <br />JOINT(WHERE <br />APPLICABLE ) <br />°'O <br />., •< •: <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s <br />FOR MD, BAR SIZE <br />#6 4Z' <br />z FOR WxD, BAR S� <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR OWNrffY <br />H AHD BAR DUANrrrr <br />NUMBER OF BARS(ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />SCALE:3/4"=l'-U' <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 374"=1'-0'• <br />4 <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />CELL <br />PLATE A MIN. OFN <br />AP T�L <br />IT, <br />AND WI 16d COMMO <br />a a <br />NAILS, 2-ROWS, 4" <br />VERIFY HEIGHT <br />#4 REBAR @24" O.C. CENTER OF <br />OVER <br />LAP TO OCCUR OVER STUD <br />STUD <br />OF WALL W/PLAN <br /># <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />v <br /><a <br />5, <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />Y NEW REINF. BAR <br />o <br />BTM. PLATE TO BE PT. <br />m SECURED W! 2- PART <br />PROVIDE DEL. TOP PLATE <br />SECURE ST. PLATE TO <br />2'CAPPED <br />EPDXY. MIN. EMBED <br />5 8", UNO <br />SLAB W/10d MASONRY <br />NAIL 1Z' O/C STAGGERED. <br />° q• <br />GALVANIZED PIPE <br />a a FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />W/FL/WGE @ BASE <br />x SPECIFICATIONS FOR <br />CONNECTORS NOT <br />h 4" CONC., REINF. W/ <br />m USE AND <br />I <br />REQUIRED WHEN NO <br />F 6'k6" #10 WWM ON <br />I <br />4 <br />i # PREPARATION OF <br />UPLIFT IS PRESENT. <br />6-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />- <br />w o a• a" HOLE. <br />- <br />SEE SLOB SCHEDULE <br />w <br />a • I� ro WELL -COMPACTED <br />SECURE FLANGE TO <br />E <br />.. CLEAN FILL TERMITE <br />e <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />o p <br />et �QQ- <br />+- D_ <br />TREATMENT SHALL BE <br />TOP OF SLAB .a <br />BORA-CARE <br />Q. <br />12) CONT. #4 REBAR <br />HAMFER (1STORY)HAMFER <br />Fl-l <br />° <br />(2-STORY)4 <br />(2) #5 REBAR ON CHAIRS <br />• �' , <br />1Z' MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />`\ <br />2000 PSF VIRGIN SOIL OR 95% <br />z , <br />? COMPACTED SOIL <br />EO' EO. <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR OUANTRY <br />SLAB HEIGHT LESS THAN 3'6' <br />�O PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE 3t4"=,'�' <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scALE:34"=1'0' <br />1 A <br />SCALE: 3l4"=1'-(Y' <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 TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2X4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />z CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />a SPACING REQUIREMENTS <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />o <br />12' O/C STAGGERED. <br />a <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />w <br />J <br />w <br />REQUIRED WHEN NO <br />O 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT.(TYP.) <br />t 8" CMU FILLED CELL (TYP.) <br />10 Si <br />° <br />TOP OF SLAB <br />q' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB <br />.4. <br />1/2" DIA. SIMPSON STS2 BOLTS S' <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB q 4" CHAMFER (1STORY) <br />a• a <br />BAR SIZE 48 8AR DIA. <br />5 <br />GROUTED CELL, 4" FROM ENDS AND <br />ISOLATION 6' CHAMFER (2-STORY <br />18, m <br />- • <br />16" O.C. VERTICALLY MAX <br />JO NT <br />JOINT (WHERE <br />#4 24" <br />°� <br />APPLICABLE) MATCH STEEL <br />#5 30" <br />i REINFORCEMENT <br />6" PVC CHASE N PER SCHEDULE, <br />6"PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR VdcD, BAR SIZEAND <br />THRU FOOTING <br />BAR QUANTITY <br />MATCH STEEL <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />SEE SCHEDULE <br />M FOR R BANTSIZE <br />AND BAROUANTRY <br />PVC CHASE <br />PER SCHEDULE <br />9 <br />SCALE:3/4"=1'-U' <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />I' <br />(NO UPLIFT) <br />12 <br />11 <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />n <br />rs <br />�ZZj <br />J <br />� <br />Q� <br />O <br />x <br />o <br />S <br />S <br />C <br />@ <br />LABB <br />ty. & LOTOTT PARK <br />LOT #21 <br />BLK #12 <br />HASE 14C <br />PROJECT# <br />04181.04C-21121 <br />MODELI <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIFMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />AA <br />NO <br />DATE: 02/08/22 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />