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30„ <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />y} <br />I' <br />° .P <br />Z <br />STEEL REINFORCING IN GROUTED <br />f _ <br />STEEL REINFORCING IN GROUTED <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />S ?- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />; �rr <br />�- <br />Q. <br />SPACINGREQUIREMENTS <br />._ <br />¢ <br />Q <br />¢¢ w <br />m W <br />N°� <br />'^ <br />GARAGE DOOR <br />RECESS <br />J <br />�N <br />Q <br />.:I.°� <br />s�FM <br />g7 <br />8° <br />N Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w Lu <br />Z <br />o <br />. I IN FOUNDATION WITH 30" LEG EACH <br />W p= <br />fn <br />«, <br />TOP OF SLAB <br />� <br />vll WAY A ALL CHANGES IN DIRECTIONS <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />cD <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLPB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCHSLRB q"CHAMFER (1-STORY) <br />� i6• <br />EXT. PORCH SLABCHAMFER <br />VARIES <br />SEE SLAB SCHEDULE70P OF GARAGE <br />(15TORV) <br />[TAND <br />' <br />v I :..CONTINUOU6 STEEL MONOLITHIC <br />�+.;. FOOTING REINFORCEMENT SEE SCHEDULE <br />� °0•-p^ <br />7;0. <br />MASONRY <br />UNITS SET <br />A7ELEV: <br />W/ 1/T ISOLATION <br />JOINT (WHERE • <br />6' CHAMFER (2STORY) <br />#4 24" <br />W/ 1!2" ISOLATON <br />CHAMFER (2STORY) <br />APPLICABLE) Z <br />• <br />SEE SCHEDULE <br />#5 30' <br />JOINT(WHERE <br />APPLICABLE) <br />SCHEDULE <br />Z <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE 36„ <br />WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#736'AR <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />60ALE:34=, �' <br />2 <br />G6GALE 34'=,'� <br />@ ARAGE <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3!4"=1'-0" <br />? <br />(1)#S REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" --�-_„ <br />C <br />p 2 <br />6' CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BUM. <br />VERIFY HEIGHT <br />OF W/ PLAN <br />0- <br />#4 REBAR 024" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD <br />WALL <br />W� g <br />Z <br />SLAB <br />u) <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z Ix <br />uj <br />WALL W/ SYP No 2 STUDS SEE <br />O <br />j'8 <br />I <br />PLANS FOR SPACING. SINGLE <br />PLATE <br />I <br />S O NEW REINF. BAR <br />BTM. TO BE PT. <br />SECURED W/2-PART <br />PROVIDE DSL TOP PLATE <br />SECURE BT. PLATE TO <br />7' CAPPED <br />a g l EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />g 8", UNO <br />NAIL 16" O/C STAGGERED. <br />. 4^ <br />W/FLANGE ® BASE <br />0 FOLLOW ALL MANE <br />ADDITIONAL METAL <br />M <br />Iv l 4" CONC., REINF. WI <br />N SPECIFICATIONS FOR <br />CONNECTORS NOT <br />6' #10 NNJM ON <br />{ <br />o <br />USE AND <br />= I <br />I— PREPARATION OF <br />" <br />O <br />w <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />N _ 'MI1 POLY ETHYLENE <br />tL <br />HOLE. <br />Z <br />0= <br />= <br />VAPOR BARRIER ON <br />VAPOR <br />Q I -0 WELL -COMPACTED <br />l l <br />SECURE FLANGE TO <br />!� QQ <br />SEE SLAB SCHEDULE <br />> CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 V4" <br />1111 TREATMENT SHALL BE <br />4 <br />TAPCONS <br />OQ' <br />S BORA-CARE <br />° <br />" 4 <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />�• ,-4 <br />--.•4 - <br />I71�4 <br />6' CHAMFER (2-STORY) <br />(2)#5 REBAR ON CHAIRS <br />4° <br />17' MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />u�) <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />f >> COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S' <br />M� PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />HIC FOUNDATION <br />8 6CALE:3/4"=V-0" <br />(NO UPLIFT) <br />5 <br />&M"ON'OL'T <br />FOOTING W/ BLOCK WALL <br />6CALE: 3/4'=r-a' <br />SCALE: 3/4"=1'-0 <br />"A' <br />SCALE: 3 4"=1' 0 <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 />Tm <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT, PLATE TO <br />SLAB W110d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />,6' O/C STAGGERED. <br />¢ <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />6J. <br />REQUIRED WHEN NO <br />U) <br />Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />6' CMU FILLED CELL (TYP.) <br />O <br />1— TOP OF SLAB ° ° <br />_ 4 TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING-' <br />1/7 DIA SIMPSON ST82 BOLTS 5" <br />' • <br />° SEE SLAB SCHEDULE W -4 d • <br />BAR SIZE 48 BAR DIA. > . ' 4 <br />e <br />70P OF SLAB <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />4" CHAMFER 4 <br />m OU <br />4 <br />W/ 1/2" <br />/2 ISOLATION <br />12STORY) <br />6" CHAMFER (2STORY) <br />. <br />• •„° <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• #4 24" 4 ° <br />• - ! <br />APPLICABLE) <br />Z MATCH STEEL #5 30" <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />6' PVC CHASE <br />THRU FOOTING <br />REINFORCEMENT <br />PER SCHEDULE 06 <br />#7 47' <br />6' PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT Y'11 <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />ANDBARQUANTITY PVC CHASE <br />PER SCHEDULE <br />(DINNITE%RIOR <br />ALE: 3/4"=1'-a' <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />12 <br />SCALE: 3/4"=1'-T <br />4 N. RONALD REAGAN B1 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA S: 0003326 <br />ss� <br />oWo <br />� <br />rr <br />a9 <br />s ArBOTT <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT# <br />04181.000-11112 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SVIWG: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH E <br />