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30" <br />MIN. EACH WAY <br />- MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />,-. <br />STEEL REINFORCING IN GROUTED <br />•� <br />CELL SEE PLAN FOR SIZE AND <br />Q 0_ <br />CELL SEE PLAN FOR SIZE AND <br />v <br />• �� <br />d <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />�W <br />m� <br />W <br />J <br />j <br />a <br />QI <br />.•��_ FM <br />°. <br />- Z <br />8" CMU WALL <br />O <br />B" CMU WALL <br />• . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O <br />Z <br />ro <br />+- 0'-0" <br />, IN FOUNDATION WITH 30" LEG EACH <br />•I WAY A7 ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />° - - - - TOP OF SLAB <br />LAS <br />I . °� SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />., <br />° <br />Ir <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° • ° <br />EXT. PORCH SLAB <br />° 1 <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />- <br />• <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I>I, CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 117, ISOLATION ,, • <br />JOINT (WHERE • • <br />6 CHAMFER (25TORY) +8 <br />#4 2q• <br />W/ 11Z ISOLATION <br />I 4" CHAMFER (1STORY) <br />l� - ° -' 6" CHAMFER (2-STORY) <br />° <br />APPLICABLE) z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />JOINTI APPLICABLE) <br />Z_ <br />• • EE SCHEDULE <br />? <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY' <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />47 1 42" <br />v <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SQALE: 3/4°=+'.�• <br />2 <br />6QALE: 3/4°=+'.�' <br />GARAGE <br />CORNER BARS DETAIL <br />@ <br />9 <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 4W <br />AND NAIL W/ 16d COMMON <br />W RECESS <br />NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />U) W 8+ <br />W= <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />/n N <br />W <br />WALL W/ SYP <br />O a I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGE BTM. PLATE <br />_ CURB FOR <br />W NEW REINF. BAR <br />O 0- SECURED Wl2- PART <br />a g I EPDXY. MIN. EMBED <br />12'k9" WEDGE ANCHOR W/ 7• <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1/Z' EMBED. MIN. @ 16' OC <br />MASONRY <br />UNITS SET <br />'- �'0, AT ELEV <br />2" CAPPED <br />GALVANIZED PIPE <br />Q 8, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-(P <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />M SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/2" <br />b <br />= m U AND <br />COMMON NAILS FILL ALL <br />4„ PSE <br />REPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z jr HOE. <br />x 3" It SLAB SCHEDULE <br />SLAB <br />RECESS AROUND GARAGE <br />(4LANGE70 <br />SLAB W/(4) 1/4" X 2 1/4" <br />o O} <br />[SEE <br />+_ 0�{7^ <br />TAPCONS <br />O'QO <br />Q <br />TOP OF SLAB <br />a <br />DOOR OPENING <br />SCALE: 3/4-f-0" <br />4" CHAMFER(1STORY) <br />- <br />6CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48" <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4•• O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />ADDING BAR TO <br />r�INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />I SCALE 34"=1'0 <br />(W/UPLIFT) <br />5 <br />6 <br />PLANS FOR SPACING. SINGLE <br />SCALE: 3/4"=1'-0" <br />SCAE3/4"=1'-0" <br />: <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLABl W 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 46' <br />W. <br />AND NAIL WI 16d COMMON <br />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 <br />[SEE <br />+- 0'-0' <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z- <br />WALL W/SYP No 2 STUDS SEE <br />i <br />= �� ° <br />PLANS FOR SPACING. SINGE <br />°y4 <br />BTM. PLATE TO BE PT. <br />SECURE 8T. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />j <br />PROVIDE DBL TOP PLATE <br />16' O/C STAGGERED. <br />0- <br />... <br />Q W <br />4 <br />• - s ° <br />ADDITIONAL METAL <br />d0 U <br />CONNECTORS NOT <br />a <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />K U) <br />O <br />6' CMU WALL <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />�Z <br />+-0-0' <br />UNT EL <br />n(TYP)T. P) <br />AND BAR QUANTITY <br />8'OCMUDFIL FILLED CELL <br />,: •': <br />INTERIOR CURB FOUNDATION WOOD WALL <br />- - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />I°FFOR <br />2XWALL FRAMING <br />scALe 8l4••=r-a• (NO UPLIFT) <br />70P OF SLAB <br />- a• <br />Z <br />Z!=— <br />SEE SLAB SCHEDULE <br />+ <br />IrZ DIA SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16'O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WXD, BAR SIZEBAR <br />=°EDULE <br />SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />VARIES 8' N <br />�• <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />3� 3 <br />9INTERIOR <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALLCONNECTION <br />SCALE.34-, 6 <br />.c <br />11 SCALE - <br />u <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=V-0" <br />1441 M RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />w .abdeslgngroupxom <br />L AA #: 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: 813.886-2628 Of <br />FAX: 813686.2802 <br />SVHDIV. & LOT <br />SILVERADO <br />LOT# 11 <br />BLK# 16 <br />PROJECT# <br />7 — 62 <br />;M2795—ODEL• <br />CAMDEN" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />k.150ATH EXP. B,. <br />DATE 05/13/21 <br />SCALE: 1/4"=1'-0" <br />811=T <br />S1.1A <br />