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3Y' <br />MIN. EACH WAY <br />HIC FOOTING <br />Z <br />tM.0NOUl <br />Z <br />STEEL REINFORCING IN GROUTEDSTEEL <br />REINFORCING IN GROUTEDCELL <br />f'— <br />SEE PLAN FOR S1ZE AND <br />Q a <br />?- <br />CELL SEE PLAN FOR SIZE ANDa <br />SPACING REQUIREMENTSrT <br />SPACING REQUIREMENTS <br />Q W <br />°� <br />�vo.—� <br />GARAGE DOOR <br />m <br />J <br />a <br />1 <br />I <br />• <br />FM <br />•. <br />J <br />go <br />RECESS <br />N - Z <br />W'CMU WALL <br />O <br />9' CMU WALL <br />el <br />• f �— CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W w <br />B• <br />� � <br />+' O•�' <br />• <br />FOUNDATION WITH LEG EACH <br />L11 <br />+- 0'1Y' <br />W IN <br />' ' $ WAY AT ALL CHANGES IN DIRECTIONS <br />� y <br />TOP OF SLAB <br />° - TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />1 <br />° <br />( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />•{ <br />EXT. PORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />j/�^ <br />y ° ° <br />EXT. PIH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER (1STORV) <br />I.I •, If <br />LL' <br />'" v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />iV MASONRY <br />UNITS SET <br />'O• AT ELEV: <br />W/ 12' ISOLATION • <br />6" CHAMFER (2-STORY) <br />W/12LRTION°-` <br />6" CHAMFER <br />0� <br />JOINT (WHERE # <br />APPLICABLE) Z - <br />#4 24" <br />SEE SCHEDULE #,5 �, <br />JOINT RE •- <br />Z 4 <br />(2STORY) <br />EE SCHEDULEAPPLILE) <br />.. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i FOR WXD, BAR SIZE, <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie_ 2 TO 3, PROVIDE 2 BARS), LINO <br />47• <br />r��EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />L SCALE:3/4"=1'-O" <br />SCALE:3l4"=1'-0" <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/a'=1'-V' <br />SCALE: 3/41'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />Q <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48' <br />fU) <br />AND NAIL W/ 16d COMMON <br />0_ <br />#4 REBAR @24•' O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />g <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />aW <br />K <br />214 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O <br />O'0 <br />> <br />5' <br />p a I <br />WALL W/ SYP <br />I <br />O a NEW REINF. BAR <br />SECURED W/ 2-PART <br />g <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />,25c9" WEDGE ANCHOR W/7' <br />— <br />- <br />2- CAPPED <br />IL EPDXY. MIN, EMBED <br />I <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />GALVANIZED PIPE <br />j Q UNO <br />PLATE EPDXY S,2' EMBED. MIN. 16" OC <br />m <br />°-,. e• <br />W/FLANGE BASE <br />_ F <br />p FOLLOW ALL MANF. <br />SIMPSON SPH4 SPH6 MAX. <br />iv <br />- <br />4" CONC., REINF. W/ <br />I <br />( SPECIFICATIONS FOR <br />N a <br />USE AND <br />BTM AND 70P PLATE <br />LA <br />° 8 k6" #10WJJM ON <br />{ <br />o <br />= a5 <br />PREPARATION OF <br />ANCHORS W/ 10tl x 1 12• <br />W <br />6-MIL POLY ETHYLENE <br />o <br />COMMON NAILS FILL ALL <br />_ <br />W <br />VAPOR BARRIER ON <br />-� <br />Z 0_ <br />Lu <br />HOLES, DO NOT USE 10d W <br />K <br />WELL -COMPACTED <br />SECURE FLANGE TO <br />J <br />x 3 SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />e <br />SLAB W/(4) 1/4" X 2 114" <br />b O } <br />X <br />Q <br />I TREATMENT SHALLBE <br />TAPCONS <br />,_ a_a' <br />g <br />° 5' BORA-CARE <br />� <br />70P <br />OF <br />. u.. <br />• <br />.P <br />� (2) CONT.#4 REBAR <br />I CHAMFER -STORY) <br />° <br />I, f <br />6" CHAMFER (2-STORY) <br />a.�• <br />e <br />•Y ` (2) #5 REBAR ON CHAIRS <br />_Z <br />17' MIN. DEPTH INTO w <br />00 <br />2,0PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />RGIN OR ENGINEERED SOIL > <br />VIFOR <br />COMPACTED SOIL <br />\ftD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S" M L) <br />PER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />_ EXTERIOR MONO DEEP <br />BOLLARD <br />%MONOLITHIC <br />FOUNDATION <br />(-,--�INTERIOR <br />CURB FOUNDATION WOOD WALL <br />J <br />CJ <br />S°ALE: 3/4"=1' Y' (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-0 <br />SCALE:34''=1'-0 <br />1 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 />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS""O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4/S WOOD BEARING <br />WA <br />WALLL 2 SYP 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL WJ PLAN <br />PROVIDE BLOCKING <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE OBL TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />¢ ^ <br />p IL <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W/,Od MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16" O/C STAGGERED. <br />Q w <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />m — <br />v -L <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />0 � <br />W UPLIFT 1S PRESENT. <br />UPLIFT IS PRESENT. <br />O <br />9' CMU WALL <br />cbi <br />+-0'-(Y <br />POURED LINTEL CONT. (TVP.) <br />SLAB SCHEDULE <br />W <br />8" CMU FILLED CELL(TYP.) <br />-��': <br />° <br />• TOP OF SLAB <br />[SEE <br />Q <br />-�- 0' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB <br />- <br />.I° <br />' <br />w p-0^ <br />TOP OF SLAB <br />a• <br />Z <br />Z — <br />SEE SLAB SCHEDULE <br />+ <br />12" DIA SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />•� <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />m <br />CENTERED UNDER WALL AND <br />_W <br />16' O.C. VERTICALLY MAX <br /># <br />-° POURED MONOLITHICALLY WITH <br />e .� <br />SEE SCHEDULE <br />° <br />-- FOUNDATIONAND SLAB <br />SEE SCHEDULE <br />EQ. EQ. E SCHEDULE <br />FOR WXD, BAR SIZE <br />/FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />%;-�INTERIOR CURB <br />FOUNDATION WOOD WALL <br />�� INTERIOR FOUNDATION <br />`� BDALE: 3/4••=,'-�' <br />WOOD WALL <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT} <br />SCALE:3/4•'=1•-U' <br />11 <br />SCALE:34„=,,-0, <br />i44i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />W W W.abdesigngroup.com <br />L AA #: 0003325 <br />R <br />y <br />s <br />� <br />o <br />ysy <br />$ <br />3 <br />a <br />e <br />® <br />p <br />sysDiv & LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000- 29092 <br />MODEL.• <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWD40: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />