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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />I <br />y <br />STEEL REINFORCING IN GROUTED <br />m <br />STEEL REINFORCING IN GROUTED <br />�-- <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />• <br />EL <br />SPACING REQUIREMENTS <br />T <br />SPACING REQUIREMENTS <br />v: <br />W <br />'.. . <br />Od, <br />FM—. <br />ea <br />O N <br />e"CMU WALL <br />Oo <br />8"CMU WALL <br />° 1 LARGERBAR <br />Is POUNDATRON <br />Z <br />I N WIMH 30EG EACH <br />o <br />+- 0'-0" <br />"� <br />+, 0'-0" <br />° <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />-_y,--. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />° ° <br />4 <br />EXT. PORCH SLAB ^ <br />SEE SLAB SCHEDULEy <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />�� <br />I°I. ILL <br />°' a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1Y2" ISOLATION <br />6" CHAMFER (2STORY) N3 18" <br />W/ 1/2" ISOLATION <br />(1-STORY) <br />CHAMFER <br />r7rAR <br />JOINT (WHERE i • <br />APPLICABLE Z <br />p4 24" <br />SEE SCHEDULE <br />#5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />°CHAMFER <br />(25TORV) <br />iSCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />36 <br />XD, BAR SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARB PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />p7 47 <br />v <br />EXTERIOR <br />MONO -FOOTING <br />-„EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />scALE:34"=ra <br />@ GARAGE scALE:3w=1'-a' <br />CORNER BARS DETAIL <br />3 SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL Wl PLAN <br />GARAGE DOOR <br />RECESS <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />WALL W/ SYPul <br />to p 6+ <br />Lu J I <br />0 <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />Lu <br />W S <br />m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/7k9" WEDGE ANCHOR W/2' <br />tWi! O <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHERSETIN HIGH STRENGTH <br />rn <br />Z' CAPPED <br />GALVANIZED PIPE <br />K 5 EPDXY. MIN. EMBED <br />0_ I <br />d 8", LIND <br />PLATE <br />EPDXY S1I1' EMBED. MIN. 16" OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />CURB FOR <br />W/FLANGE C BASE <br />6 a FOLLOW ALL F. <br />BTM AND TOP PLATE <br />MASONRY <br />UNITS SET <br />co K I SPECIFICATIONS FOR <br />USE AND <br />ANCHORS W/ 10tl x 11/Z' <br />7�0+ AT ELEV: <br />4 <br />M <br />= <br />F- PREPARATION OF <br />(Z7 HOLE. <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d LU <br />x 3' <br />0'-a' <br />SECURE FLANGE TO <br />SLAB SCHEDULE <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />[SEE <br />TAPCONS <br />TOP OF SLAB ... ; <br />PQ- <br />a.� ` <br />RECESS AROUND GARAGE <br />4"CHAMFER(1-STORY) <br />TORY) <br />8" CHAMFER (2-STORY) <br />. <br />♦ a. l' <br />' <br />` <br />OPENING <br />l <br />w <br />SCALE: 3/4"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />LAP 48 <br />W/ 16dTE <br />COM.OF <br />NAILOP <br />NA COMMON <br />VERIFY HEIGHT <br />SCALE: 3l4"=1'-0" <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />NAILS ,AND <br />-ROWS, <br />OF WALL W/PUW <br />5 <br />SCALE: 3/4"=1'-0" <br />6 <br />SCALE: 3/4"=1'-0" <br />(W/ UPLIFT) <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/1W MASONRY <br />NAIL 16" O/C STAGGERED. <br />LAP TOP PLATE A MIN. OF 49' <br />ADDITIONAL METAL <br />AND NAIL W116d COMMON <br />CONNECTORS NOT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />REQUIRED WHEN NO <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />/n UPLIFT IS PRESENT. <br />SPACING REQUIREMENTS <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />0= <br />� SEE SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />4 <br />PLANS FOR SPACING. SINGLE <br />¢ <br />+- 0'-0" <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0. <br />p }} <br />TOP OF SLAB <br />. e <br />7 ° <br />PROVIDE DBL. TOP PLATE <br />1S' O/C STAGGERED. <br />�— <br />ADDITIONAL METAL <br />m U <br />° ' _4 4 <br />CONNECTORS NOT <br />-� <br />-. <br />REQUIRED WHEN NO <br />0' y <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />° <br />',gip. 8"CMU FILLED CELL (TYP.) <br />EQ. EQ. EE SCHEDULE <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />FOR WxD, BAR SIZE <br />[/�—.• <br />AND 134R QUANTITY <br />SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST02 BOLTS 5" <br />TOP OF SLAB <br />Z <br />? <br />o <br />MINIMUM EMBEDMENT INTO <br />INTERIOR <br />R CURB FOUNDATION WOOD WALL <br />•*. <br />"ISOLATED" COLUMN PAD <br />I}� <br />GROUTED CELL 4" FROM ENDS AND <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />° <br />4• <br />m 4 CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16'O.C. VERTICALLY MAX <br />,, <br />ri-.=3�. FOUNDATION AND SLAB <br />SEE SCHEDULE <br />4 <br />• SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />V4RIE8 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRG WALL TO <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />SCALE: -4- '-0" <br />SCALE: 3/4"=1'-0" <br />�C <br />otnuoHr. - z� <br />u <br />�SHOWER RECESS FOOTER <br />SCALE: 1"=1'-0" <br />N 6 N IT N C TN1 <br />6 <br />Grouplt. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6076 <br />FAX: 407-774-4078 <br />www.abdeaigngroup.com <br />AA #: 0003325 , <br />DDGROUP <br />Y: <br />A.B. DROUPDRINC.5439 BEAUNTER BLVD.4TAMPA 33634PH: 628FAX:.2 <br />7 <br />SvsDiv. as LOT <br />SILVERADO <br />LOT #9 <br />BLK #16 <br />PROJECT# <br />03719.001-09161 <br />MODEL• <br />2795— F <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 APH EXP. B <br />