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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />• <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />.I, <br />STEEL REINFORCING IN GROUTED <br />— . <br />— <br />�. <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />CELL SEE PLAN FOR SIZE AND <br />• �r <br />1 • <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />- ° <br />r <br />Q W <br />m 0 <br />W <br />¢) <br />�a <br />° _ <br />�� <br />0 N <br />4 <br />FM <br />°; <br />K N Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />• . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O <br />- Z <br />m <br />+- 0,-, <br />d <br />° •I IN FOUNDATION WITH 30" LEG EACH <br />b <br />M <br />+- 0'-d' <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 BP,RS <br />PORCH SLABBAR <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />FER (1 STORY)EXT <br />-VARIES <br />• SEE SLAB SCHEDULE TOPOFGARAGE <br />LL CONTINUOUS STEEL MONOLITHIC <br />_EXT. FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 72' ISOLATIONFER <br />WAND <br />(2-STORY) 18 <br />CH <br />W/ 12oSOLATIONJORCH SLAB <br />4" CHAMFER (1 STORY) <br />T 6"CHAMFER <br />INT (WHERE <br />APPLICABLE) ZEDULE <br />#4 24" <br />30„ <br />JOINT (WHERE. <br />l•. (2-STORY) <br />• " • EE SCHEDULE <br />BAR SIZE <br />APPLICABLE) <br />Z <br />4 FOR WXD, BAR SIZEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />QUANTITY, <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO-FOOTING__'�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE:3/4"=1'-d' <br />L <br />@GARAGE SCALE:3/4"=1'-d' <br />CORNER BARS DETAIL <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />W RECESS <br />AND NAIL W/ 16d COMMON <br />g 0O <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />B' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w W <br />W <br />m:I N <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W <br />WALL W/ SYP <br />O 0_ I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />CURB FOR <br />> N NEW REINF. BAR <br />a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12"x9" WEDGE ANCHOR W/2" <br />PLOATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />iii������ MASONRY <br />UNITS SET <br />r 1,0, AT ELEV' <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />EPDXY 5-12" EMBED. MIN. C 16" OC <br />0'-0" <br />GALVANIZED PIPE <br />� Q I... UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANE. <br />BTM AND TOP PLATE <br />N KQ SPECIFICATIONS FOR <br />ANCHORS W/ 11 x <br />o <br />= m USE AND <br />I <br />COMMON NAILS FILL ALL <br />in <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z HOLE. <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />a <br />RECESS AROUND GARAGE <br />SLAB W/(4) 1/4" X 2 1/4" <br />TAPCONS <br />°� O'Q�O <br />+- "I" <br />DOOR OPENING <br />TOP OF SLAB... <br />• � <br />A <br />Y <br />.� <br />SCALE: 3/4"=7'-0" <br />4" CHAMFER (1STORY)- <br />e <br />6" CHAMFER (2STORY) <br />• <br />•. :r, <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" BTM. OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BEARING PROVIDE BLOCKING <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />WALL lSYP No <br />WALL W/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SCALE: 3/4"=7'-0" <br />�WI UPLIFT) <br />5 <br />�+ <br />V <br />BTM. PLATE O BE PT. <br />SCALE 3/4"=T-d' <br />SCALE:34"=1'-0" <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />Q <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />[SEE <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />PLANS FOR SPACNG. SINGLE <br />m <br />< <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />e <br />• J ° <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q W <br />ADDITIONAL METAL <br />mU <br />EQ. EQ. SEE SCHEDULE <br />CONNECTORSNOT <br />a <br />FOR WxD, BAR SIZE <br />REQUIRED WHEN <br />c, V) <br />O <br />8"CMU WALL <br />AND BAR QUANTITY <br />UPLIFT IS PRESENT. T. <br />0'-d' <br />POURED LINTEL CONT. (TYP.) <br />_" <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />8"CMUFILLEDCELL(TYP.) <br />-}� <br />- .• TOP OF SLAB <br />I•7WxD,BAR <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0 <br />LAB SCHEDULE <br />, 1/2' DIA. SIMPSON STS2 BOLTS 5" <br />TOP OF SLAB <br />- c• <br />Z <br />a <br />�' MINIMUM EMBEDMENT INTO <br />•°°..• •�- <br />m <br />- <br />D" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />< <br />D UNDER WALL AND <br />iS' O.C. VERTICALLY MAX <br />MONOLITHICALLY WITH <br />•�—, <br />-TION AND SLAB <br />B' VARIES B' <br />SEE SCHEDULE <br />^° <br />3• <br />FOR WXD, BAR SIZE <br />, <br />/E <br />3, <br />7 <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />\­1 <br />COMA/BIL•INED EXTERIOR MONO- <br />INTERIOR FRAME <br />'c <br />INTERIOR FOUNDATIONWOOD WALL <br />BRIG WALL TO <br />9 BQALE:3/4"="d' (NO UPLIFT)FOOTING <br />0 <br />AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />'I '7 <br />` <br />SCALE: 3/4"=T-0" <br />SCALE: 3/4"=1'47' <br />(U 5•C:ONT. � L <br />s <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 9 "=T-O" <br />A N C N I T L C T I <br />Design <br />Gr SO.nc. <br />W1 N. RONALD REAGAN Bl <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />fi <br />rn <br />A <br />R <br />Susmv. 8d LOT: <br />SILVERADO <br />LOT #19 <br />BLK #10 <br />PROJECT/ <br />03719.001-19101 <br />MODEL <br />"2045—UNTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 11PH <br />