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3U <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />} <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />¢ T <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 <br />SPACING REQUIREMENTS <br />F <br />P- <br />°° <br />a W <br />m O <br />W <br />77 <br />IL <br />Q <br />FM ° <br />°, <br />taq - Z <br />8"CMU WALL <br />It <br />O y <br />8"CMU WALL <br />1 <br />° . f I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O ro <br />01 Z <br />0,_a. <br />° °I IN FOUNDATION WITH 30" LEG EACH <br />+- <br />9 I�TIj/,,II� WAY AT ALL CHANGES IN DIRECTIONS <br />�i <br />TOP OF SLOB <br />UB'` <br />TOP OF SLAB <br />"I SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />POR <br />SEE SLAB SCHEDULE <br />R SIZE 48 BAR DIA. <br />4 CHAMFER (1 STORY) <br />EXT. <br />° - VARIES <br />° SEE SLAB SCHEDULE• TOP OF GARAGE <br />- <br />I°EXT. <br />oI la CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' IS <br />(W• °• -� <br />IH <br />6"CHAMFER (2-STORY) #3 18, <br />#4 24" <br />PORCH SLAB <br />Wl 1/2' ISOLATION° <br />I 4" CHAMFER (1-STORY)°JOINT <br />` 6" CHAMFER (2-STORY)APPLICA <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />•, EE SCHEDULE#5 <br />FOR WAD, BAR SIZE <br />APPLICABLE) <br />Z <br />a <br />FOR WAD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY „ <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS Ile, 2 TO 3, PROVIDE 2 BARS), UNO <br />%- EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'-0" <br />n <br />2 <br />SCALE'3/4'=l'-a' <br />GARAGE <br />CORNER BARS DETAIL <br />g <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LP TOP PLATE A MIN, OF 48" <br />u, RECESS <br />AND NAIL W/ 16d COMMON <br />-I <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />N B+ <br />LP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W W <br />W = <br />N N <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />B, <br />WALL W/ SYP <br />O 0. I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />c <br />-, ^ MASONRY <br />> N NEW REINF. BAR <br />w o_ SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/2" <br />PATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />iw <br />UNITS SET <br />°- Z:O„ AT ELEV. <br />2" CAPPED <br />a g EPDXY. MIN, EMBED <br />EPDXY 5-1/Y' EMBED. MIN. 16" OC <br />OtO <br />GALVANIZED PIPE <br />4 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE BASE <br />Q FOLLOW ALL MANF, <br />BTM AND TOP PLATE <br />SPECIFICATIONS FOR <br />= <br />ANCHORS W/ 10d x 1 1/2" <br />o <br />= USE AND <br />I <br />COMMON NAILS FILL ALL <br />4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />(D HOLE. <br />x 3" w SLAB SCHEDULE <br />SECURE FLANGE T1 <br />a <br />RECESS AROUND GARAGE <br />TSLAAPE N/(5) 1/4" X 2 1/4" <br />_ <br />O O}' <br />[SEE <br />�_ 0,-0�� <br />DOOR OPENING <br />e <br />F-_ <br />TQPOFSLAB <br />-� a' ° p <br />Y <br />° <br />SCALE:3/4"=1'0" <br />4"CHAMFER(1STORY) <br />a� <br />6" CHAMFER(2STORY) <br />-. <br />0' `�° <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />FOR WXD, BAR SIZE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />MONOLITHIC <br />FOUNDATION <br />WALL W/ SYP No 2 STUDS SEE <br />SCALE:34"=1'-0" <br />(WI UPLIFT <br />5 BOLLARD <br />c <br />6 <br />PLANS FOR SPAC ING SINGLE <br />BTM. PLATE TO BE PT. <br />SCALE: 3/4"=1'-0' <br />SCALE'34"=1'-0 <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/1 MASONRY <br />,d <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />LP TOP PLATE A MIN. OF 48" <br />� SEE SLAB SCHEDULE <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />+- 0'-0" <br />LP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />+'� <br />SPACING REQUIREMENTS <br />a <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />T_WALL <br />\nPEQE <br />W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />I;lr <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />O/C STAGGERED. <br />'16" <br />Q w <br />ADDITIONAL METAL <br />00 U <br />. EE SCHEDULE <br />CONNECTORS NOT <br />FOR WAD, BAR SIZE <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />N <br />O <br />8" CMU WALL <br />AND BAR QUANTITY <br />o'-a' <br />LINTEL <br />PILLED (TYP <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />Q <br />)P) <br />8" CMU CELLL <br />':w' <br />- - TOP OF SLAB <br />e ��� � � <br />- <br />� SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />SEE SLAB SCHEDULE <br />I <br />2X WALL FRAMING <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON ST62 BOLTS 5" <br />TOP OF SLAB <br />-a" <br />z <br />•``' <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />y E <br />POURED MONOLITHICALLY WITH <br />° <br />--•- FOUNDATION AND SLAB <br />8' VARIES a' <br />SEE SCHEDULE <br />_^Y„°,T. <br />3 SEE SCHEDULE <br />s• 3' <br />FOR WxD, BAR SIZE <br />FOR WAD, BAR SIZE <br />pt tl <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />L <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />ds <br />9 BCALE:3/4"=1'-0" NO UPLIFT) <br />( <br />1 o <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />11 <br />SCALE 34"=1'-0" <br />Q <br />SCALE: 3/4"=V-0" <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=V-0" <br />A S C N I T E C T S <br />6 <br />Design <br />GrOU 1.�. <br />I1441 N. RONALD REAGAN 8L1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Z <br />a <br />O <br />F <br />a <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT #10 <br />BLK #16 <br />PROJECT# <br />03719.001-10161 <br />MODEL: <br />"2045-LMANA° <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 H <br />