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37 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />.1 <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />° v <br />` • <br />SPACING REQUIREMENTS <br />n SPACING REQUIREMENTS <br />a J—T� <br />v <br />• <br />GARAGE DOOR <br />c <br />• <br />�v <br />I•: <br />RECESS <br />�� w <br />$ <br />om rc <br />FI <br />FM <br />¢� <br />O m <br />8"CMU WALL <br />, 8" CMU WALL <br />.. I .. CORNER BARS, SAME SIZE AS LARGER BAR <br />wi <br />m m <br />i <br />0-0' <br />IN FOUNDATION WITH 30" LEG EACH <br />m N <br />- . +- 0 <br />TOP OF SLAB <br />4 -SEE <br />.0 WAY AT ALL CHANGES IN DIRECTIONS <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF $LAB <br />_ rya <br />- - - <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I •' <br />CURB FOR <br />SLAB SCHEDULE(;IV'4RIES.A�I., <br />DIA. <br />E SLAB 'CHAMFER (1STORY) <br />SEE SLAB SCHEDULE TOP OF GARAGam <br />EX7. PORW/ <br />a. IICONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�b. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />/,I/Z SCH <br />1/2" ISOLATION <br />(WHERE <br />CHAMFER (2-STORY) <br />V <br />4"CHAMFER (1STORY)fATJOINT <br />W/ 12"OLATON '• 6" CHAMFER (2STORY) <br />APPLICABLE) iEE <br />SCHEDULE <br />M#74Z' <br />NT'_ERE � . ,j PPLICABLE 4. SEE SCHEDULE <br />)i <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />ER <br />WAD, BAR SIZE <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />F,D <br />BAR QUANTIN <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />(_,_`�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />@ GARAGE $GALE 3'q'=''-°" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />SCALE: 3/4"=1'-0' <br />4 <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />,2 <br />IT, CMU <br />AND NAIL W/ 16d COMMON <br />u <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />m 5 <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W PLAN <br />$ <br />SLAB <br />z o <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PQ <br />IIF - <br />7' CAPPED <br />w NEW REINF. BAR <br />5 w <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT_ PLATE TO <br />— <br />W/FLANGE @ BASE <br />Q a EPDXY. MIN. EMBED <br />a 3 I <br />SLAB W/1 Od MASONRY <br />8", UNO <br />NAIL 17' O/C STAGGERED. <br />• <br />FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />n <br />x m SPECIFICATIONS FOR <br />CONNECTORS NOT <br />it I - 4" CONIC., REINF. W/ <br />I <br />I USE AND <br />REQUIRED WHEN NO <br />• WRIT' #10 WWM ON <br />i7 <br />SECURE FLANGE TO <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />T. <br />11 <br />MIL POLY ETHYLENE <br />SLAB W/(4) 1/4" X 2 11,V <br />4,. HOLE. <br />h <br />w VAPOR BARRIER ON <br />TAPCONS <br />¢ <br />$EE SLAB SCHEDULE <br />i <br />rc • I•"� WELL -COMPACTED <br />CLEAN FILL TERMITE <br />+- 0"p" <br />TREATMENT SHALL BE <br />Q� <br />OF _ <br />TOP SLAB <br />a Z BORA-CARE <br />u, <br />¢Q' <br />�\ <br />• <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />•�` — �- <br />4 .r-4 . <br />• f <br />6" CHAMFER (2-STORY) <br />4 (2) #5 REBAR ON CHAIRS <br />4 <br />MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ' EQ. <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />VIRGIL <br />V IN OR ENGINEERED $O <br />so COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'-" <br />6 <br />n0 PER PIAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />$DALE: 3/4••=,'.�• <br />MONOLITHIC FOUNDATION <br />$ INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />STEEL REINFORCING IN GROUTED <br />AND NAIL W/ 16d COMMON <br />CELL SEE PLAN FOR SIZE AND <br />NAILS, 2-ROWS, 4" O/C BTM- <br />VERIFY HEIGHT <br />SPACING REQUIREMENTS <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />X4 <br />2OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />a a <br />o <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />a <br />12" O/C STAGGERED. <br />g w <br />ADDITIONAL METAL <br />8"CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />i <br />+" 0"0 <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />8' CMU FILLED CELL (TYP.) <br />,o • TOP OF SLAB <br />•}0" <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />.I •- SEE SLAB SCHEDULE <br />1/7' DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4"FROM ENDS AND <br />TOP OF SLAB <br />- n• <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />" <br />—'• <br />POURED MONOLITHICALLY WITH <br />-- — — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR MD. BAR SIZE <br />SEE SCHEDULE <br />./ AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />/AL <br />'----— AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOOTING AND COL. PAD <br />INTERIOR <br />FOUNDATION WOOD WALL <br />,, � <br />�41 BLOCK WALL CONNECTION <br />D <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />i N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesfgngroup.com <br />AA #: 0003325 <br />j <br />I <br />DIP <br />—: <br />a <br />h <br />C <br />9 <br />iLi <br />m <br />PROJECT* <br />04181.04C-03142 <br />mol"m <br />4EBB <br />"1828-CALL" <br />GARAGE OlFnak <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPHIXXP. <br />AR <br />SCA'Lft 1/4-=1'-0' <br />SI'�r <br />37 . I A <br />