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30' <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />} <br />° d <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v — <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />p <br />CE LL SEE PLAN SIZE '�D <br />- .. o c°• <br />} <br />SPACING REQUIREMENTS_ <br />SPACING REQUIREMENTS <br />t <br />I. w <br />m U <br />w <br />_ IQ... '� �'- T'�... <br />GARAGE DOOR <br />w RECESS <br />o]� <br />�a..1fFM <br />O <br />Q <br />•' <br />g? <br />Ij W <br />8" CMU WALL <br />O <br />8" CMU WALL <br />° CORNERBARS, SAMESIZE <br />I <br />gp <br />W <br />� <br />• <br />Z <br />_ <br />0'-01LAB <br />N EACH <br />o °� �//WITH <br />w = <br />V <br />+- 0'-0' <br />9 B,T WAY AT ALL CHANGES IN DIRECTIONS <br />>� <br />V) <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />Ir <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />aBAR <br />PORCH SLAB <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />4" CHAMFER(1STORY) <br />#3 18" <br />EXT. PORCH SLABW/12"ISOLATION <br />EXV2"ISLA6" <br />- V RIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" STORV) <br />I . CONTINUOUS STEEL MONOLITHIC <br />oEXT. FOOTING REINFORCEMENT SEE SCHEDULE <br />�' <br />SONRY <br />UN TS SET <br />70. AT ELEV: <br />._• <br />6" CHAMFER (2-STORY) <br />CHAMFER (1 <br />0'-0"JOINT <br />(WHERE <br />APPLICABLE) Z <br />#4 P4" <br />SEE SCHEDULE #5 30" <br />APPLICABLE)f <br />CHAMFER (2STORY)JOINT(WHERE <br />EE SCHEDULE <br />UAND <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />38" <br />WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BAR QUANTITY <br />NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE.3/4-1-0 <br />@ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" —may <br />AND NAIL W/ ISd COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />w <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL N SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j N NEW REINF, BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE B7. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />/ 2" <br />112WWASH <br />BTM. PLATE TO BE PT. <br />W�FLANGE 0 BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />R SET IN HIGH <br />WASHER SET IN HIGH STRENGTH <br />STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />b <br />d_ F% UNO <br />O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-12" EMBED. MIN. 18" OC <br />MAX.ADDITIONAL <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ih <br />D: SPECIFICATIONS FOR <br />v) <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />METAL <br />SECURE FLANGE TO <br />m I USE AND <br />F=- PREPARATION OF <br />ANCHORS WI 10d x 1 12" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2 1/4" <br />U HOLE. <br />COMMON NAILS FILL ALL N <br />rn UPLIFT IS PRESENT. <br />TAPCONS <br />W 0: <br />HOLES, DO NOT USE 10d W <br />w <br />-� <br />x 3" ccSEE SLAB SCHEDULE <br />0: SEE SLAB SCHEDULE <br />9�0 <br />cr <br />*40 <br />TOP OF SLAB 1__� .. <br />OF SLAB <br />4" CHAMFER (I -STORY)° <br />•'a„�� •_—^ <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SCHEDULE <br />FOR WxD, BAR SIZEFOR <br />"_--SEE <br />WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BCALE:3/a"=1'-a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SOALE:y4""'-0" (W/UPLIFT) <br />8 60ALE:34""'-0" (NO UPLIFT) <br />SCALE:3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2a20WS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q ^ <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />p <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m w <br />!) <br />, <br />16" 0/C STAGGERED. <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />C y <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />? <br />+- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />'" 8" CMU FILLED CELL (TYP.) <br />TOP OF SLABre" <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I• <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />Z <br />z <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />.a • <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />° •. CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.!SrT <br />. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />'r <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />OTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />3/4"=V-0' (NO UPLIFT) <br />SEP <br />SCALE: 3/4"=1'-T <br />11 SCALE: 3/4"=V4)" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeWgngroup.com <br />L AA N: 0003325 <br />q <br />Y <br />Y <br />q <br />a <br />• <br />now, <br />0 <br />avaa:v as LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />PROJECT# <br />04181.000-13071 <br />UODELA <br />4EAB <br />"1672-ARIA" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />