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30° <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />° V. <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />Q <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />° <br />p ° ° <br />o P �. <br />FT— <br />^ CELL SEE PLAN FOR SIZE AND <br />a <br />} <br />SPACING REQUIREMENTS <br />p ° ° <br />D <br />a SPACING REQUIREMENTS <br />w <br />C% <br />D <br />Q Lu <br />° <br />v ° <br />GARAGE DOOR <br />l.L <br />m W <br />U <br />W <br />° <br />° . <br />LLI RECESS <br />Q <br />° ° <br />p <br />°°. r FM <br />J <br />Z) <br />�a <br />U Z 8" CMU WALL <br />U <br />O <br />p. <br />8 CMU WALL <br />° .riCORNER BARS, SAME SIZE AS BAR <br />U)0 8' <br />w w <br />O co — <br />o = Z_ <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />o +_ 0 -0 <br />WAY AT ALL CHANGES IN DIRECTIONS <br />cAM <br />TOP OF SLAB <br />OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />dTOP <br />d a <br />a x <br />° MATCH AMOUNT OF CONTINUOUS BARSa <br />CURBFOR <br />SLAB SCHEDULE <br />° <br />° aVARIES <br />° LL <br />N MASONRY <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />W/ 1/2" ISOLATION d 6" CHAMFER (2-STORY) <br />JOINT (WHERE • Q <br />APPLICABLE) z_ SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />iv AND BAR QUANTITY <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />4. SEE SLAB SCHEDULE TOP OF GARAGE �. I CONTINUOUS STEEL MONOLITHIC <br />° UNITS T <br />FOOTING REINFORCEMENT SEE SCHEDULE l'Olt ATE EV: <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) 0'-0" <br />W/ 1/2" ISOLATIONd 6" CHAMFER (2-STORY) <br />JOINT (WHERE • a SEE SCHEDULELj� WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) z FOR WxD, BAR SIZE <br />� DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />N <br />EXTERIOR MONO -FOOTING <br />SCALE: 3/4"=V-0" <br />&EXTERIOR MONO -FOOTING <br />GARAGE SCALE: 3/4"=V-0" <br />MONOLITHIC FOUNDATION <br />3 CORNER BARS DETAIL <br />SCALE: 3/4"=V-0" <br />RECESS AROUND <br />DOOR OPENING <br />4 <br />GARAGE <br />SCALE: 3/4"=V-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 />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />_ <br />W I <br />0 a <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />j NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />@ <br />O a SECURED W/ 2- PART <br />CL <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />�- _j EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />o <br />J Q 8", UNO <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />cU) Q <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />1: USE AND <br />I <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2 1/4" <br />PREPARATION OF <br />4 <br />o7 <br />HOLES, DO NOT USE 10d w <br />U) <br />w <br />UPLIFT IS PRESENT. <br />TAPCONS <br />All HOLE. <br />W � <br />x 3" w SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />J <br />Q <br />Q <br />a <br />M �Q� <br />TOP OF SLAB ° . d . a d <br />TOP OF SLAB <br />° <br />� <br />�. <br />F4" <br />Q <br />° <br />CHAMFER (1-STORY) <br />4 <br />m <br />d a <br />6" CHAMFER (2-STORY) <br />d <br />Q <br />° <br />d• A O <br />.4 <br />° <br />A • d <br />EQ. EQ. SEE SCHEDULE <br />EQ, EQ. <br />SEE SCHEDULE <br />BOLLARD <br />AV <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE:3/4"=1'-0" <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />7 <br />8 <br />(:6 SCALE:3/4"=1'-0" <br />SCALE:3/4"=V-0" <br />(W/ UPLIFT) <br />SCALE: - <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />_Z <br />PLANS FOR SPACING. SINGLE <br />^ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />} <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />Q uj <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />It <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />o Z <br />POURED LINTEL CONT. (TYP.) <br />° <br />�p; 8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />- <br />d ° TOP OF SLAB <br />•=� <br />a <br />I <br />., 2X WALL FRAMING <br />+- 0'-01, <br />Z <br />°' SEE SLAB SCHEDULE <br />—1/2" DIA. SIMPSON STB2 BOLTS 5" <br />'.' <br />TOP OF SLAB <br />a °' <br />Z <br />o <br />% MINIMUM EMBEDMENT INTO <br />° <br />"ISOLATED" COLUMN PAD <br />• . GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />° <br />— — —' — —•- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.4 °Ift A° <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />• • <br />d FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />9 SCALE:3/4"=V-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />� <br />J <br />cn <br />p <br />lU <br />0 <br />AA <br />V <br />N <br />w <br />~ <br />cn <br />w <br />0 <br />L0� <br />Ck <br />Or <br />�y <br />0 <br />0 <br />Eli <br />V <br />ti <br />� <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"2447-ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. C <br />ARCHITECT - <br />STATE OF FLORIDA <br />NO 93723 <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/4" <br />SHEET <br />S I . I A <br />