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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTED <br />rrr — _ <br />° <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />a <br />; � ° v ° <br />SPACING REQUIREMENTS <br />i SPACING REQUIREMENTS <br />c°° <br />1 ° ° <br />GARAGE DOOR <br />w <br />m <br />° <br />FCORNER <br />RECESS <br />qqw <br />a' <br />i 8" CMU WALL <br />m <br />8" CMU WALL <br />i <br />> BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH W' LEG EACH <br />W <br />H <br />♦ <br />b +- 0'-0' <br />, <br />B <br />w <br />0, <br />° TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <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 CHAMFER (1STORY) <br />#3 181, <br />gAi <br />-VARIES <br />SEESLABSCHEDULE TOP OF GARAGE <br />°FOOTING <br />EXT.PORCH SLAB 4" CHAMFER <br />_Ig <br />- CONTINUOUS STEEL MONOLITHIC <br />- ° REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />>:p. AT ELEVW/1/2" <br />ISOLATION CHAMFER 2-STORY ) <br />JOINT (WHERE #4 24 <br />(1-STORY) <br />W/1/7' ISOLATION 6'CHAMFER (2-STORY) <br />0'-0"( <br />APPLICABLE) iEE SCHEDULE 1Ri 30" <br />JOINT (WHERE <br />APPLICABLESEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />#G <br />FORWXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR, <br />BAR QUANTm <br />47, <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3/4"=1'-0" <br />n <br />2 @ GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />- (1)#5 REBAR VERTICALLY W/GONG. <br />U POURED CELL <br />o a 8" CMU <br />g a 4 REBAR @24" O.C. Q CENTER OF <br />STEEL REINFORCING IN GROUTED <br />E <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i irc <br />sod <br />5 <br />riii[Fa <br />I NEW REINF. BAR <br />i <br />S g SECURED W/ 2- PART <br />- <br />2" CAPPED <br />] EPDXY. MIN. EMBED <br />I <br />o <br />rc <br />GALVANIZED PIPE <br />d 8". UNO <br />a• <br />b <br />WIFLANGE BASE <br />S . <br />FOLLOW ALL MANF <br />g <br />"GONG., REINF. W/ <br />I SPECIFICATIONS FOR <br />S <br />a'w <br />m ° F 6'k6" #10 WWM ON <br />>� <br />SEAND <br />w PREPARATION OF <br />8" CMU WALL <br />1. MIL POLY ETHYLENE <br />" <br />a7 <br />_ <br />'� 4„ 4 HOLE. <br />I VAPOR BARRIER ON <br />w <br />° ; 1 "� WELL -COMPACTED <br />SECURE <br />SECRE FGE TO <br />- - TOP OF SLAB <br />- CLEAN FILL TERMITE <br />SLAB W/(4) 114" X 21/4" <br />I <br />TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />Q4 Q- <br />QQ <br />SEE SLAB SCHEDULE <br />° u <br />CONT. #4 REBAR <br />a , <br />"Tm <br />" CHAMFER (I -STORY) <br />6CHAMFER (2-STORY) <br />2 "ISOLATED" COLUMN PAD <br />b' CENTERED UNDER WALL AND <br />'2) <br />POURED LV WITH <br />•° #5 REBAR ON CHAIRS <br />° -- - FOUNDATION AND SLAB <br />A <br />ir SEE SCHEDULE <br />12" MIN. DEPTH INTO ` 2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL 5. <br />SLAB HEIGHT LESS THAN T-6' PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHICFOUNDATIONFOOTING <br />AND COL. PAD <br />C <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4'-1' Y' <br />SCALE:34"=1'-0" <br />1 A <br />SCALE: 314"=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 />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />2X4 OR ZX6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />LAP TO OCCUR OVER STUD - OF WALL W/ PLAN <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING, SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />SLAB W/10d MASONRY NAIL <br />NAIL 12" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />17' 0STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP.) <br />I. SLAB SCHEDULE <br />2X WALL FRAMING <br />[SEE <br />i- 0'-d' <br />SEE SLAB SCHEDULE <br />IPOURED <br />1/T DIA. SIMPSON STB2 BOLTS S' <br />TOP OF SLAB.: <br />MINIMUM EMBEDMENT INTO <br />i . <br />+- 0'-0' <br />GROUTED CELL, 4" FROM ENDS AND <br />_A. <br />° d <br />TOP OF SLABIF 1 <br />16" O.C. VERTICALLY MAX <br />e <br />• s ° <br />3EE SCHEDULE <br />SEE SCHEDULE <br />FOR NOD, BAR SIZE <br />AND BAR QUANTITY <br />FOR -., BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 CALE: 3/4"=V-0" (NO UPLIFT) <br />�,� BLOCK WALL CONNECTION <br />SsCALE: 3/4"=1'-D" (NO UPLIFT) <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />O <br />�o <br />aUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT# <br />04181.000-37071 <br />MODELA <br />E401 <br />"2828— ENSLEY" <br />GARAGE OWn1a: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 09 21 <br />DATE: / 21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />