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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />�.v <br />z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />d it <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 <br />0- <br />SPACING REQUIREMENTS <br />°_ <br /><Lu <br />.� <br />W <br />m <br />W <br />FM <br />y Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />O m <br />0 <br />to Z <br />'- 0' ^ <br />IN FOUNDATION WITH 30" LEG EACH <br />•- 0'-0" <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I � "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />s •ILI'vI"' <br />EXT. PORCH SLAB <br />WI1/2" ISOLATION <br />-SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (iSTORY) <br />18" <br />•SEE <br />EXT. PORCH SLAB <br />SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER (1STORY) <br />''-° CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />JOINT (WHERE a <br />6" CHAMFER (2STORY) <br />g4 24^ <br />W/ 1/2" ISOLATION <br />" CHAMFER (2-STORY)JOINT <br />UAND <br />Z <br />SEE SCHEDULE 30„ <br />(WHEREAPPLICABLE) <br />APPLICABLE)WxD, <br />E SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE, <br />BAR SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND 8AR QUANTITY pT 42„ <br />BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />r�EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3l4"=1'•0" <br />2 <br />GARAGE SCALE: 3/4"=1'-0" <br />CORNER BARS DETAIL <br />@ <br />3 <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W RECESS <br />W <br />WALL W/ SYP <br />o a <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />y W <br />8+ <br />S a NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />Lu <br />W U <br />Z� SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />U ch <br />2" CAPPED <br />1 g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />GALVANIZED PIPE <br />W/FLANGE 6 BASE <br />B", LINO <br />Q O FOLLOW ALL MANF. <br />N W SPECIFICATIONS FOR <br />I USE AND <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ tOd x i 1l2" <br />COMMON NAILS FILL ALL <br />r: <br />CURB FOR <br />MASONRY <br />UNITS SET <br />_ <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d Li <br />O+ <br />AT ELEV: <br />p_ry <br />SECURE FLANGE TO <br />W � <br />x 3" SEE SLAB SCHEDULE <br />Q <br />SLAB W/(4)1/4"X 2114" <br />F p <br />.-0-p" <br />TAPCONS <br />TOP OF SLAB . . <br />• <br />°�-° <br />RECESS AROUND <br />GARAGE <br />• <br />DOOR OPENING <br />: : <br />4 <br />a r• <br />SCALE: 3l4"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE AMIN. OF 48"-- <br />AND NAIL W/16d COMMON <br />7 SCALE: 34'=V-0' <br />(W/ UPLIFT) <br />5 <br />6 <br />NAILS, 2-ROWS, 4"O/C BTM. <br />VERIFY HEIGHT <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TO OCCUR OVER STUD <br />OF WAIL W/ PLAN <br />20 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />LAP TOP PLATE A MIN, OF 48" —� <br />NAIL 18" O/C STAGGERED. <br />AND NAIL W/ ICOMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />y <br />UPLIFT IS PRESENT. <br />2x4 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />Lu <br />SEE SLAB SCHEDULE <br />L <br />WALL W/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />i <br />'¢ ,-. <br />rL <br />Q <br />BTM. PLATE TO 8E PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />p <br />•- 0'-0" <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />18" O/C STAGGERED. <br />Q LLJ <br />° <br />ADDITIONALMETAL <br />m U <br />CONNECTORS NOT <br />IL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />W <br />O <br />8" CMU WALL <br />- <br />Z <br />.- 0'-0 <br />POURED LINTEL CONT. (TYP.) <br />°a <br />8" CMU FILLED CELL (TYP.) <br />+d' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />•- 0'-0" <br />'I• SEE SLAB SCHEDULE <br />` <br />1/2" DIA. SIMPSON STB2 BOLTS S" <br />AND BAR QUANTITY <br />TOP of sLAe <br />z <br />o <br />MINIMUM EMBEDMENT INTO <br />MINIMUMENT IN <br />Z <br />"ISOLATED" COLUMN PAD <br />ENDS AND <br />o INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />�° <br />•• <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />• 8 <br />!_�� POURED MONOLITHICALLY WITH <br />•- <br />• <br />_ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />T SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />k/ <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />a VARIES <br />a <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />3- <br />3' <br />9 SOAK 34"=V-0" <br />NO UPLIFT <br />( ) <br />O <br />FOOTING AND COL. PAD <br />1 1 BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />es <br />_ <br />L L SCALE: 3/4"-1'-0" <br />i <br />(U 9-CONT. <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: <br />A RCM I T E 6 T i <br />6 <br />GMr rol n <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750. <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdoslgngroup.eom <br />AA A: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134062628 <br />FAX: 813886.2802 <br />amm�n3 <br />,e,oe,000,, <br />