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MIN EACH WAY <br />MONOLITHIC FOOTING <br />y <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•T� <br />°e <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />P •P. <br />S _ SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />IRECESS <br />GARAGE DOOR <br />g <br />o <br />m <br />. r -L�FM. <br />11 <br />8" CMU WALL <br />,� 8" CMU WALL <br />.. 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />a' <br />A m f <br />Y <br />l IN FOUNDATION WITH III'LEG EACH <br />-0„ <br />TOP OF SLAB <br /><oI WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />.. •.~' <br />• <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />°I�>. <br />CURB FOR <br />• • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />. " "• - VARI S• <br />. <br />•. SEE SLAB SCHEDULE TOP OF GARAGE <br />'5 <br />� I '" CONTINUOUS STEEL MONOLITHIC <br />1 <br />MASONRY <br />- UNITS SET <br />EXT. PORCH, LAB 4"CHAMFER (1STORV) <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY ) #3 18" <br />EXT. PORCH SLAB 4" CHAMFER (lSTORY) <br />W/ 1/2" ISOLATION IL_,�, <br />7 <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />ti. AT ELEV: <br />0'-1' <br />F <br />JOINT (WHERE <br />APPLICABLE) SEE satEn. c #5 3tl <br />S <br />6" CHAMFER (2STORY) <br />JOINT (WHERE. .:a <br />APPLICABLE ° SEE SCHEDAc <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />Fat W'� B^R Snc 3g, <br />h AND BAR QUANTITY <br />Y Fat W". BAR SITE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />h AIO BAR WANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#� 4r <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE SCALE: 3/4"=1'-tl' <br />q <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />O <br />SCALE. 3l4"=l'-a' <br />SCALE: 3/4"=1'-d' <br />(1) #5 REBAR VERTICALLY Wl CONIC. <br />POURED CELL <br />C a a, CMU <br />5 #4 REBAR @24" O.C. CENTER OF <br />LAP TOP PLATE A MIN. OF 48"---_-.� <br />$ SLAB <br />AND NAIL W/ 16d COMMON <br />2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />2!NAILS, <br />i z rc <br />LAP TO OCCUR OVER STUD OF WALL W/ LAN <br />60 � <br />I <br />I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />— <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />IY SECUREDWl2-PART <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W! <br />4/F <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DEL. TOP i/2'kB" WEDGE ANCHOR W/ 2' <br />h I 4 4" CONC., REINF. W/ <br />GALVANIZED PIPE <br />S 8", UNO <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ ifi" OU <br />y 6"x6" #10 WWM1 ON <br />W/FLANGE @ BASE <br />p FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />.I 6-MIL POLY ETHYLENE <br />_ SPECIFICATIONS FOR <br />USE AND <br />I <br />BTM AND TOP PLATE <br />52 a VAPOR BARRIER ON <br />5 • I• WELL <br />§ <br />$ PREPARATION OF <br />ANCHORS W/ 10dx 11/2" <br />-COMPACTED <br />• <br />C P <br />HOLE. <br />COMMON NAILS FILLALL <br />. CLEAN FILL TERMITE <br />HOLES, DO NOT USE tOd <br />1 <br />l 1 TREATMENT SHALL BE <br />BORA-CARE <br />SECURE FLANGE TO <br />SLAB 1/4" X 2 1/4" <br />x 3" SLAB SCHEDULE <br />TAPCONSONS <br />Ok <br />a yo�Q- <br />(2) CONT. #4 REBAR <br />[SEE <br />`- <br />r <br />•.<� <br />P' O <br />TOP OF SLAB .' � . a • , •, <br />2#5 REBAR ON CHAIRS <br />° () <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />12" MIN. DEPTH INTO w 2,000 PSF VIRGIN SOIL OR 96% <br />a • #.a <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />M <br />SLAB HEIGHT LESS THAN 11' PER PLAN <br />EO. EQ. SEE SCHERAE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />FOR BAR0. ARBIZE <br />"�°�Q"A"T°" <br />W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />efFOOTING <br />`� <br />(� <br />7 SCALE: 3/4"=l'(Y' (W/ UPLIFT) <br />SCALE 34"=7'-tl' <br />SCALE 34"=i'-a' <br />SCALE:3a''=1'-a' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W! 16d COMMON <br />NAILS, 2-ROWS, 4"OC 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/ 18d COMMON <br />STEEL REINFORCING IN GROUTED <br />ill <br />NAILS, 2-ROWS, 4" OC BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />IA <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2.6 WOO] BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W110d MASONRY <br />NAIL 12" O!C STAGCCfRED. <br />PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL <br />w <br />ADDITIONAL METAL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />$ EB <br />y <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />z <br />Ira'• <br />w <br />8" CMU FILLED CELL(TYP.) <br />b <br />TOP OF SLAB <br />. I• �` LAB <br />BEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+ " <br />BEE BLAB SCHEDULE <br />f SEE SLAB SCHEDULE <br />DIA. BOLTS 5" <br />TOP OF SLAB � � . � <br />2 <br />� <br />ENT I <br />MIN EMBEDMENT <br />MINIMUM EMBEDMENT INTO <br />0' <br />• <br />i <br />"ISOLATED" COLUMN PAD <br />! <br />GROUTED CELL, 4" FROM ENDS AND <br />`� <br />TOP OF SLAB C <br />b <br />° . CENTERED UNDER AND <br />16" O.C. VERTICALLY MAX <br />• • _� <br />•• <br />ICAL <br />�? POURED MONOLITHICALLY WITH <br />e .� ' � <br />� <br />�— _ _ FOUNDATION AND SLAB <br />SEE <br />SEE SCHECILE <br />O <br />/ FOfi WwD, BAR BAR SI2E <br />EQ. EQ. SEE SCHECULE <br />FOR W4), BAR SIZE <br />AND BAR QUANTITY <br />1 <br />/A.L/ AND BAR QUANTITY <br />FORV .BARSIZE <br />ANDBARQUAWITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />6 <br />9 <br />10 <br />SCALE:34"=1'-a' <br />11 <br />SCALE:34"=,'-a (NO UPLIFT) <br />SCALE: 314"=1'-a' (NO UPLIFT) <br />SCALE:34"=,'-tl' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdea7gngroup.com <br />AA #: 0003325 <br />ZZ <br />O <br />SVHDIV Ae IAT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />IF <br />04181.04B-15131 <br />aioaE:.: <br />4EBB <br />"1828-CALI" <br />GARAGE 811MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />