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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />f _ <br />STEEL REINFORCING IN GROUTED <br />— <br />— <br />° <br />CELL SEE PLAN FOR SIZE AND <br />Q p; <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />• �" v <br />• -•°v " <br />0 a <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />v: <br />W <br />r <br />IL <br />wa <br />Q <br />O to <br />dS <br />8" CMU WALL <br />O <br />? <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />1 I • IN FOUNDATION WITH 30'LEG EACH <br />+- 01431 <br />s <br />"II d WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />It ° TOP OF SLAB <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />.. MATCH AMOUNT OF CONTINUOUS BARS <br />el. <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA, <br />4" CHAMFER (1-STORY)- <br />,—� <br />... <br />-VARIES <br />° _ SEE SLAB SCHEDULE TOP OF GARAGE <br />• <br />g <br />'"v I s ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' 150LATION <br />JOINT (WHERE • " • '� <br />6" CHAMFER (2-STORY) 16" <br />#4 24° <br />EXT. PORCH SLAB <br />W/ 1Y1" ISOLATION <br />I 4" CHAMFER (1-STORY) <br />I . ' 8" CHAMFER (2-STORY) <br />; <br />APPLICABLE) Z - <br />SEE SCHEDULE 30' <br />JOINT (WHERE <br />•YYY. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />APPLICABLE ) <br />Z_ <br />4 <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY 36' <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 47' <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />/',--'�EXTERIOR MONO-FOOTING%,EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />scALE.3/4-1-0` <br />@ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />Z <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />L <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />L RECESS <br />WALL W/ SYP <br />O a <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />N p=p <br />W e" <br />> to NEW REINF. BAR <br />1/2k5' WEDGE ANCHOR Wl <br />L = <br />Od a, SECURED W/ 2-PART <br />g <br />To <br />OTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />N N <br />2"CAPPED <br />a EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/T' EMBED. MIN. 016" OC <br />GALVANIZED PIPE <br />Q B", UNO <br />a <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE BASE <br />@) <br />¢ FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />b <br />= K SPECIFICATIONS FOR <br />t�¢ <br />2 m USE AND <br />4„ PREPARATION OF <br />ANCHORS W( 10d x 1 i/2' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d W <br />L(� MASONRY <br />UNITS SET <br />70+ AT ELEV: <br />Z HOLE. <br />x 3" K SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />`roo p O}. <br />' 0I' <br />TAPCONS <br />Q' <br />TOP OF SLAB <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />SCALE: 3/4"=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 FOUNDATION <br />SCALE: 3/4"=1'-0 <br />(W/ UPLIFT) <br />5 <br />LAP TEA MIN. OF 48 <br />SCALE:34"=1'-0" <br />SCALE: 3/4"=V-a' <br />AND NAIL NAIL W/W/ 16tl COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />LAP TOP PLATE A MIN. OF 49' <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB W/tOd MASONRY <br />NAILS, 2-ROWS,' O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />!n UPLIFT IS PRESENT. <br />WALL W/ SYP No 2 STUDS SEE <br />L <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />a <br />SEE SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />a <br />16" O/C STAGGERED. <br />Q <br />+- 0'-0' <br />ADDITIONAL METAL <br />m (Lj <br />TOP OF SLAB -�.. <br />CONNECTORS NOT.° <br />REQUIRED WHEN NO <br />K IL <br />- _a - <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />,�- T-4 <br />Z <br />+- °'0.. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />��•' <br />• 's <br />- <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />la <br />2X WALL FRAMING <br />+_ 0'-0" <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS S' <br />EQ EQ. SEE SCHEDULE <br />TOP OF SLAB <br />-'e" <br />Z <br />d <br />MINIMUM EMBEDMENT INTO <br />FOR WxD, BAR SIZE <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />" <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />-e°°• <br />.�"„°•� <br />POURED MONOLITHICALLY WITH <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />FOUNDATION AND SLAB <br />6CALE:3/4°="°" (NO UPLIFT) <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />VARIES 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 3' <br />SCALE: 3/4"=V-0" (NO UPLIFT) <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />1 V <br />SCALE: 3/4"=1'-0" <br />y C <br />SCALE: 3/4"=1'-0" <br />(U S-CANT. <br />SHOWER RECESS FOOTER <br />1 G <br />SCALE: 1 "=V-0" <br />A 1 9 N I T I C T 6 <br />*'6 <br />Design <br />Grow LLQ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />w .mbdeslgngroupxom <br />AA 0: 0003326 <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�88-2828 <br />FAX: 813-886-2802 <br />I"PRINT -I <br />IS% 06/09/21 <br />SCALE: <br />SHEET <br />S1.1A <br />