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3(r <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />P <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•° <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND <br />oa <br />}} <br />SPACING REQUIREMENTS <br />Y <br />C <br />SPACING REQUIREMENTS <br />vs <br />t <br />< <br />a <br />Q W <br />m 0 <br />W <br />Y_ <br />oo Cy <br />QI <br />n; FM <br />�y i <br />8"CMU WALL <br />O <br />8" CMU WALL <br />�� <br />I CORNER 8AR8, SAME SIZE AS LARGER BAR <br />O . <br />i <br />�O — <br />i- 0'-0" <br />e IN FOUNDATION WITH 3P LEG EACH <br />b <br />.- p-p•�" <br />"'lll .. d el•,{' ( Wqy AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />{ °� SO THAT THE STEEL REINF. IS CONTINUOUS <br />/ <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />• f - ° <br />EXT. PORCH SLAB / <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (Z-STORY) <br />• <br />IIL/ -VARIES <br />SEE SLAB SCHEDULE TO° OF GARAGE <br />I �I .� <br />" a. I CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12' ISOLATION � <br />JOINT (WHERE - •. • <br />6' CHAMFER (2STORY) 18" <br />#4 24" <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION• <br />4" CHAMFER (I -STORY) <br />-' 6"CHAMFER (2-STORY) <br />� ° <br />APPLCABLE) i <br />SEE SCHEDULE #6 30" <br />JOINT (WHERE. <br />• • EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />i_ <br />c <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N <br />AND BAR QUANTITY #7 36 <br />#7 42" <br />iv <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (i.. 2 TO 3, PROVIDE 2 BARS), UNO <br />r,—"\EXTERIOR MONO -FOOTING <br />r_,_�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />U <br />SCALE: 314"=1'-W <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 4V' <br />RECESS <br />AND NAIL W/16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />w <br />g j <br />LAP TO OCCUR OVER STUD OF WAIL W/ PLAN <br />WLLI g+ <br />w= <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />y <br />w <br />WALL W/ SYP <br />W <br />O d I <br />> NEW REINF. BAR <br />a <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB Wl <br />SPACING. SINGLE BTM. PLATE 125c9" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />CURBFOR <br />MASONRY <br />UNITS SET <br />O SECURED W/ 2- PART <br />g <br />PLATE WASHER SET IN HIGH STRENGTH <br />1" <br />2" CAPPED <br />a I EPDXY, MIN, EMBED <br />EPDXY 51/2" EMBED. MIN. @ 16" OC <br />'0• AT ELEV: <br />0'-0" <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N K SPECIFICATIONS FOR <br />W <br />ANCHORS WI 10d x 1 1/2" <br />R <br />aa0 USE AND <br />COMMON NAILS FILL ALL <br />� 4 4" PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />w w HOLE. <br />x 3' SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />a <br />RECESS AROUND GARAGE <br />sLAew/(a)va"xzva <br />o q <br />^ <br />._p•-0 <br />TAPCONS <br />QO <br />TOP OF SLAB 7. ; <br />�; <br />DOOR OPENING <br />aQ <br />,1 <br />4" CHAMFER (iSTORY) <br />6" CHAMFER (2-STORY) <br />- <br />0 . .0. <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48"—�.__ <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />%� BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYPNo2STUDSS <br />SCALE:34"=1'-0" <br />(W/UPLIFT) <br />5 <br />6 <br />PLANS FOR SPACING. SINGLEEE <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB' MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48" ��� <br />W <br />AND NAIL W/ 16d COMMON <br />IY SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND-0" <br />SPACING REQUIREMENTS <br />[SEE <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />- - 4 <br />- <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />IL <br />PROVIDE DBL. TOP PLATE <br />16" Q/C STAGGERED. <br />Q w <br />4 <br />• _a ° <br />ADDITIONAL METAL <br />°p U <br />CONNECTORS NOT <br />v =� <br />EQ. EQ. —SEE SCHEDULE <br />REQUIRED WHEN NO <br />¢ w <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />O <br />MZ <br />8" CMU WALL <br />0-0 <br />•" POURED CONT. YP.) <br />AND BAR QUANTITY <br />8-CMUFLLEDCELL(rYPINTEL <br />8"CMU FILLED CELL (TYP.) <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />mo. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />8 sCALE:3/4"=V-0" (NO UPLIFT) <br />I <br />2X WALL FRAMING <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS V <br />TOP OF SLAB <br />-'a• <br />i <br />e <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• • <br />m_ <br />CENTERED UNDER WALL <br />i6" O.C. VERTICALLY MAX <br />°•i <br /># <br />POURED MONOLITHICALLYNWITH <br />„ . -- FOUNDATION AND SLAB <br />SEE SCHEDULE• <br />SEE SCHEDULE <br />FOR WxD, BAR S17E <br />Ti / FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />7-4 ✓ AND BAR QUANTITY <br />e' VARIES B' <br />Al 3' <br />��INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />(NO UPLIFT) <br />16 <br />FOOTING AND COL. PAD <br />WALL CONNECTION <br />-ALE:314" I- <br />vs <br />S—LP%LE: 3/4"=1'-0" <br />c,Ixsox+r. �� <br />mE <br />RECESS FOOTER <br />8__§�H� <br />SCALE: 1 "=V-T <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />W wwAbdesignB1011P.COfII <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: SISS .2802 <br />SVHDIV. Ae LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PROJECTp <br />03719.000-22 <br />ILO�EL <br />2795— B <br />GARAGE SWXNC;: <br />LEFT <br />PAGE: <br />DETAILS <br />%15 H EILJ <br />FED- Oo <br />NO 93.7 <br />DATE: 01/29/21 <br />SCALE: 1/4-=1'-0" <br />SHEET <br />S1.1A <br />