Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z t, <br />1 <br />v <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ STEEL REINFORCING IN GROUTED <br />•° — - <br />v °v <br />4 a <br />CELL SEE PLAN FOR SIZE AND <br />Q a CELL SEE PLAN FOR SIZE AND <br />O } SPACING REQUIREMENTS <br />° °, vs° <br />SPACING REQUIREMENTS <br />w <br />� <br />�j� <br />GARAGE DOOR <br />a0 U <br />j � <br />� <br />11e I <br />j <br />RECESS <br />J <br />� a Q <br />to <br />v —�_ <br />O N <br />6' CMU WALL <br />O 6' CMU WALL <br />RNER SIZE AS LARGER BAR <br />I ° <br />W LU <br />8' <br />(#T.i, Z <br />o .el <br />INFOUNDATIONWITIH 30" LEG EE <br />w Ux <br />N <br />-0 <br />- TOP OF SLAB <br />WAY AT ALL <br />I I SO THAT THE STEEL ERE NS IN F. IS CONTINUOUS CTIONS <br />° <br />N <br />TOP OF SLAB <br />`� <br />_..:...yn.—r <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?�1� CURB FOR <br />EXT. PORCH SLAB <br />BESLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />CHAMFER (iSTORY) <br />18"EXT. <br />- ; � -VARIES <br />� SEE SLAB SCHEDULE TOP OF GARAGE <br />•FOOTING <br />PORCH SLAB I4" CHAMFER (1-STORY) <br />° � <br />I �` CONTINUOUS STEEL MONOLITHIC <br />REINFORCEMENT 5EE SCHEDULE <br />°JOINT <br />�/ <br />i" ASONRY <br />UNITS SET <br />Z=p.AT ELEV: <br />W/ 1l2" ISOLATION <br />(WHERE <br />VAONIIARQIIA'NTITY <br />' CHAMFER (2STORY) <br />#4 24" <br />W/ 1/2'ISOTION l T 6"CHAMFER (2-STORY) <br />APPLICABLE)E <br />SCHEDULE 30" <br />JOINT (WHERE ••- EE SCHEDULE#5 <br />APPLICABE)4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />#6 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />36 <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />GARAGE scgLE:34"=1-a <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1' 0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />Q <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />Q <br />O <br />8" CMU <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />4 <br />#4 REBAR @24" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w S <br />Z Qi Z <br />SLAB <br />W <br />214 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W <br />WALL W/SYP <br />U > <br />v O x"O <br />I <br />Z CAPPED <br />GALVANIZED PIPE <br />LWLI <br />Oa I <br />N <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />H U <br />W/FLANGE 0 BASE <br />O d SECURED W82 PART <br />g <br />1/2'k9" WEDGE ANCHOR W12' <br />TTo B E PT. PROVIDE DBL. TOP 112'W'WASHSET IN HIGH STRENGTH <br />C I EPDXY. MIN. EMBED <br />EPDXY 5-112" EMBED. MIN. 0 16' OC <br />• °O <br />b <br />m <br />J S 8", UNO <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />i;l <br />I _• - 4" CONG, REINF. Wl <br />= K SPECIFICATIONS FOR <br />U) Q <br />BTM AND TOP PLATE <br />ANCHORS 10dx 1 <br />m <br />6'k6'#10 WWM ON <br />SECURE FLANGE T1 <br />S m USE AND <br />I <br />AI ALL <br />COMMON NAILS FILLALL N <br />W <br />1 S-MIL POLY ETHYLENE <br />SLAB W/41/4,•X21/4„ <br />TAPCONS) <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d W <br />W K-D„ <br />_ <br />< II VAPOR BARRIER ON <br />• WELL -COMPACTED <br />Z <br />LJL <br />x 3" Q SEE SLAB SCHEDULE <br />X j <br />CLEAN FILL TERMITE <br />CEO} <br />Q <br />TREATMENT SHALL BE <br />TOP <br />OF SLAB <br />BORA-CARE <br />e� <br />f (2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />f <br />6' CHAMFER (2-STORY) <br />(2) 05 REBAR ON CHAIRS <br />• <br />Z a= <br />12' MIN. DEPTH INTO W <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL >O <br />SLAB HEIGHT LESS THAN T-6" MU <br />COMPACTED SOIL <br />pER PLAN <br />BOLLARD <br />5 scALE: 3/4'•=1'-a' <br />ADDING BAR TO <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />SDALE:34=,-0" (W/UPLIFT) <br />FOOTING <br />W/ BLOCK WALL <br />SCALE:34"=1'-0 <br />LAP TOP PLATE A MIN. OF 46' <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 W116d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x40R 2x6 W000 BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W1 SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q ^ <br />a <br />SLAB W/t d MASONRY <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />TGG <br />NAIL 16' O/C STAGGERED. <br />16" O/C STAGGERED. <br />a� <br />w <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />00 U <br />a <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />0 O <br />to UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />w <br />Z <br />+oa <br />OURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />8'CMU FILLED CELL (TYP-) <br />���TOP OF S <br />Q <br />SEE SLAB SCHEDULE <br />0, <br />[SEE <br />I• <br />2X WALL FRAMING <br />TOP OF SLAB <br />..a <br />w0'-0" <br />. SEE SLAB SCHEDULE <br />IF <br />1/2•' DIA. SIMPSON STB2 BOLTS 5" <br />.�. <br />TOP OF SLAB -a° <br />Z <br />Z — <br />d <br />MINIMUM EMBEDMENT INTO <br />�_ • • n <br />- <br />°� <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° - <br />• <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />��— <br />4 <br />SEE SCHEDULE <br />° <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZES <br />/FOR WXD BAR SIZE <br />itFOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />��� <br />AND BAR QUANTITY <br />�r <br />INTERIOR CURB <br />$ <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 ScgLE:3/4"=T-9' <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=T-a' (NO UPLIFT) <br />SCALE: 3/4'=T-a' <br />11 SCALE: 314"=T-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />3 <br />mill" <br />L-L-3 <br />avzialy. aLOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT# <br />04181.000-23112 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 142H EIT. C <br />