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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEUREINFORCING IN GROUTED <br />} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />3 YaY SPACING REOUIREMENTS <br />¢ <br />¢ Y <br />m w <br />SPACING REQUIREMENTS <br />I <br />m <br />ff <br />lo° I ° T`- <br />GARAGE DOOR <br />zu�l <br />¢W <br />O <br />U, <br />I <br />RECESS <br />LA I <br />ccr <br />cc CL <br />CO <br />¢ <br />> FM <br />5 <br />¢ 1 8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />I <br />w = <br />8+ <br />O <br />o <br />° °I IN FOUNDATION WITH Nr LEG EACH <br />,y <br />+- 0'-0` <br />+- 0'-0' <br />TOP OF SLAB <br />°° p WAV AT AlL CHANGES IN DIRECTIONS <br />I ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />O Yi1 <br />- - TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4"CHAMFER (I -STORY) <br />16" <br />. <br />EXT. PORCH SLAB <br />-VARIES <br />° SEE SLAB SCHEDULE TOP OF GARAGE <br />4^CHAMFER <br />(°I ` ILL <br />CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />7p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) <br />JOINT (WHERE e #4 24" <br />W/ 1/2" ISOLATION <br />(1STORY) <br />6" CHAMFER (2STORY) <br />APPLICABLE) z SEE SCHEDULE #5 30" <br />JOINT (WHERE!r <br />APPLICABLE) Z <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f FOR WxD, BAR SIZE 36„ <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3. PROVIDE 2 BARS), LINO <br />#7 42" <br />N <br />^ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 SCALE:3/4"=V-a <br />2 <br />SCALE: <br />CORNER BARS DETAIL <br />DOOR OPENING <br />Qa GARAGE <br />3 <br />4 — <br />' <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SVP No 2 STUDS SEE <br />w � <br />a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O IL SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />¢ S EPDXY. MIN. EMBED <br />a I <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />J Q 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />Q O FOLLOW ALL MANE <br />AND TOP PLATE ANCHORS W/ <br />h ¢ SPECIFICATIONS FOR <br />10d x 1 1/2"COMMON NAILS <br />m USE AND <br />FILL%3 L HOLES, DO NOT USE <br />31/2" DIAMETER CONC. <br />FILLED STEEL PIPE <br />6x6 METAL PLATE <br />F PREPARATION OF <br />(D HOLE. <br />Z ¢ <br />w <br />w <br />¢ SEE SLAB SCHEDULE <br />¢ <br />w <br />¢ <br />¢ <br />¢ <br />SLAB SCHEDULE <br />BASE W/ t/2"x8' <br />o O -�. <br />w <br />+- p• 0' > <br />+- 0'-p" <br />[SEE <br />ANCHOR BOLTS <br />QO <br />TOP OF SLAB ° , <br />TO P OF SLAB <br />4" CHAMFER (1-STORY) <br />�- <br />m° <br />6" CHAMFER (2STORY) <br />a ' <br />4 <br />° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />K_,__�INTERIOR CURB FOUNDATION WOOD WALL <br />o�INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />7 SCALE:3/4"=1'-0 <br />(W/ UPLIFT) <br />O SCALE:3/4"-l" <br />(NO UPLIFT) <br />�OLLARD <br />5 <br />6 SCALE:3/4"=1'-0" <br />SCALE: 3/4"=T-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/SVP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB 0d <br />WMASONRY NAIL <br />>d> <br />F <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ <br />¢ ,L <br />m� <br />- <br />a <br />¢a <br />O O <br />8" CMU WALL <br />oZ <br />... POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />_ <br />° - TOP OF SLABto' <br />2X WALL FRAMING <br />+- 0'-0'SLAB <br />a SCHEDULE <br />1/7 DIA. USP 726OSD BOLTS 5" <br />TOP OF SLAB <br />ro <br />MINIMUM EMBEDMENT INTO <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />'° <br />CENTERED UNDER WALL AND <br />18" O.C. VERTICALLY MAX <br />• ! <br />L.�.—� POURED MONOLITHICALLY WITH <br />° <br />„ <br />------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />" ° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />s FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />(D,__�INNTI�E�RITOR:FOUNDATION <br />3/4"-V-9' (NO UPLIFT) <br />,,, <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />CONNECTION <br />,,, <br />SCALE: 3/4"=1'-0" <br />'-0" <br />I I SCALE: 3/4"=100 <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a btlesigngrou p.com <br />AA 4: 0003325 <br />h <br />0 <br />h <br />C <br />R <br />O <br />sVBDIV. ee LOT <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SNY MG: <br />RIGHT <br />PAGE: <br />DETAIIS <br />150 MPH EXP. B <br />DA 08/16/18 <br />SCALE: 1/4"=1'-0" <br />siiEET <br />S1.1A <br />