Laserfiche WebLink
30' <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING W GROUTED <br />g <br />^ <br />STEEL REINFORCING IN GROUTED <br />�� •°- - <br />' <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o IL <br />SPACING REQUIREMENTS <br />1.w <br />m U W:1 <br />1v ...� �� °• <br />GARAGE DOOR <br />RECESS <br />U <br />—FM—. <br />N CL q <br />I <br />1 <br />W <br />cc ai Z <br />8' CMU WALL <br />O <br />8' CMU WALL <br />.. _ ' CORNER BARS, SAME SIZE AS LARGER BAR <br />O w 8` <br />�"� `o — <br />+- 0'-0' <br />° ° IN FOUNDATION WITH 30' LEG EACH <br />w U <br />M <br />+- O•-0' <br />- 9 WAY AT ALL CHANGES IN DIRECTIONS <br />to rn <br />TOP OF SLAB <br />TOP OF SLABN <br />I ...I') SO THAT THE STEEL REINF. IS CONTINUOUS <br />1, _ <br />'C MATCH AMOUNT OF CONTINUOUS BARS <br />I ° <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />�• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR OIA. <br />4" CHAMFER (1STORY) <br />18" <br />•� <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" <br />ICI <br />�" CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=p. AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE • • <br />6" CHAMFER (2STORY) <br />#4 24^ <br />W712" ISOLATION°' <br />CHAMFER (1STORY) <br />6' CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE Z - <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE -. • • <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />APPLICABLE) z a <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY" <br />AND BAR QUANTITY <br />NUMBER OF BARS (Le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3Ia"=1-0 <br />2 SCALE:34"=r-0 <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g U <br />POURED CELL <br />Q 71 <br />Co. <br />8' CMU <br />LAP 70P PLATE A MIN. OF 48" <br />0 <br />AND NAIL WI 16d COMMON <br />q a <br />#4 REBAR @24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />ulm g <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />E w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />"v O <br />'r <br />O (L I <br />WALL W/ SYP <br />2 U <br />I I— <br />2" CAPPED <br />j V) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE B7. PLATE 70 SLAB W/ <br />— <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />LY g <br />SPACING. SINGLE BTM. PLATE <br />1/2W' WEDGE ANCHOR W/ 2' <br />W/FLANGE @ BASE <br />a EPDXY. MIN, EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />° °• <br />Q 8', LINO <br />PLATE EPDXY 5.1/2• EMBED. MIN. @ 16" OC <br />4 iv <br />_ •. <br />4" CONC., REINF. W/ <br />I <br />4 <br />in <br />F. <br />OLLOW ALL NS4FOR <br />= C CATI <br />SSE <br />SIMPSON SPH4 OR SPH6 MAX. <br />m <br />r <br />., <br />° % 6"x6" #,O W WM ON <br />O <br />_ m UANDPECIE <br />I <br />BTM AND TOP PLATE <br />ANCHORS W/ tOd x 1 1/2"= <br />O <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />F m PREPARATION OF <br />Ua <br />COMMON NAILS FILL ALL <br />a w <br />VAPORSARRIERON <br />�� -0" <br />BEW/(4)1/4"X2IW <br />Z w HOLE. <br />y <br />HOLES, DO NOT USE 10d w <br />= Q <br />• WELL -COMPACTED <br />T^PCON5 <br />x 3" K SEE SLAB SCHEDULE <br />X > <br />CLEAN FILL TERMITE <br />TREATMENT SHALL BE <br />M 0 O' <br />a <br />q <br />SORA-CARE <br />+_p-0" 13 <br />�•° ,�.. <br />�QQQ' <br />11` <br />TOP OF SLAB <br />•�� <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />• • <br />. F <br />6" CHAMFER (2-STORY) <br />a �_ - — <br />° (2) #5 REBAR ON CHAIRS <br />•% <br />s <br />12"MIN. �PTH INTO Z w <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. EE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL > <br />O <br />COMPACTED SOIL <br />FOR WxD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S" 1°U <br />pER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />SCALE: 314"=1'-0" <br />MONOLITHIC FOUNDATION <br />6 scALE:3a"=r-0 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE:34"=T-0 <br />� \ <br />(W/ UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4"OIC BTM. <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />2.4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2INSTUDS SEE <br />PROVIDE BLOCKING <br />Z <br />E <br />a a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PLANS FOR SPACG. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />O <br />11 <br />PROVIDE DBL. TOP PLATE <br />PROVIDE DBL. TOP PLATE <br />SLAB WHOA MASONRY NAIL <br />Qm w <br />SLAB W/10d MASONRY <br />NAIL,6" OIC STAGGERED. <br />16' O/C STAGGERED, <br />ADDITIONAL METAL <br />U <br />d <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />(L <br />CONNECTORS NOT <br />REQUIRED WHEN <br />O 8" CMU WALL <br />REQUIRED WHEN NO <br />Xow <br />IS T. <br />UPLIFT IS PRESENT. <br />Z <br />— +- 0'-0' <br />POURED LINTEL CONT.) <br />UPLIFTISPRESENT. <br />'• FILLED CE(TYP.)P <br />��•'' <br />_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />Q <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB - <br />+- 0'-0' <br />- a <br />ZA—F <br />MINIMUM EMBEDMENT INTO <br />e <br />TOP OF SLAB <br />.a• <br />"ISOLATED• COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 <br />CENTERED UNDER WALL AND <br />15' O.C. VERTICALLY MAX <br />• _a <br />m POURED MONOLITHICALLY WITH <br />°FOUNDATION <br />AND SLAB <br />EDULE <br />SEE SCHEDULE <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />EQ... EQ. EE SCHEDULE <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />9 scALE: <br />3/4"=V-0" (NO UPLIFT) <br />"' SCALE:34"=1'-0" <br />SCALE: 3/4"=,'-0" <br />SDALE: 3/4"1'-0" <br />(NO UPLIFT) <br />Il N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA B: 0003325 <br />Y <br />a <br />SVHDIV &. LOT <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />PROJECT# <br />04181.000-05111 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE 81WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D � 01/20/21 <br />sCAt w'' 1/4"=1'-0" <br />sIEM]" <br />S1.1A <br />