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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />2 <br />g <br />STEEL REINFORCING IN GROUTED <br />Z <br />d <br />STEEL REINFORC INGINGROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�•• _ . <br />a <br />0 0: <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />•^-' v_" <br />�—_� _.+-...�..._ <br />GARAGE DOOR <br />_ <br />W <br />N <br />• .. <br />la. <br />RECESS <br />mj <br />�a <br />to <br />Q <br />..I•J Iv� �FLLI <br />M <br />9• <br />CO)aZ <br />6" CMU WALL <br />O <br />S" CMU WALL <br />.. CORNER BARS, SAME SIZE AS BAR <br />I <br />Lu S <br />Z <br />i - <br />�.•I d. IN FOUNDATION WITH 30'LEG EACH <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />y U <br />N <br />TOP Of SLAB <br />TOP OF SLAB <br />al SO THAT THE STEEL REINF. IS CONTINUOUS <br />I ... <br />/ <br />� /�—'��''�� •~~° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?k CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (iSTORV) BAR SIZE 48 BAR DIA <br />03 Ili <br />° <br />EXT. PORCH SLAB <br />(l TOP OF GARAGE <br />-. EE SLAB SCHEDULE <br />• R. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/x MASONRY <br />UNITS SET <br />�. <br />yJ, AT ELEV: <br />\�F/ <br />W/ 1/2` ISOLATION <br />JOINT (W-IERE ' • •. e � <br />8" CHAMFER (2STORV) <br />04 24" <br />W/ 1/2" ISOATION <br />4' CHAMFER (1STORY) <br />Il •.. 8" CHAMFER (2-STORY) <br />X.'. <br />0'-0' <br />i <br />SEE SCHEDULE 30" <br />JOINT 1WHEREAPPLICABLE) <br />_ ..: <br />EE SCHEDULE#S <br />ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />36 <br />APPLICABLE)ANSITIONS <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 (Is. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />scAE:34"=1'-o <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SDALE:3m=1'-a' <br />GARAGE <br />3 <br />4 <br />SCALE: 3M"=14" <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />AND NAIL Wl 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 />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LLI •� I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />o a NEW REINF. BAR <br />S N <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB NH <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED Wl 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2"x&" WEDGE ANCHOR W Z' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />® <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE OBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />6", UNO <br />g <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. ®18" OC <br />SLAB W/10d MASONRY <br />4 <br />_ FOLLOW ALL MANF. <br />USP SPTH4 OR SPTH6 BTM MAX <br />NAIL i6" O!C STAGGERED. <br />SPECIFICATIONS FOR <br />u) USE AND <br />AND TOP PLATE ANCHORSw <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />SECURE FLANGE 70 <br />S <br />H m PREPARATION OF <br />10d x 1 1/2" COMMON NAILS <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 21/4" <br />O HOLE. <br />FILL ALL HOLES, 00 NOT USE to <br />N UPLIFT IS PRESENT. <br />TAPCON6 <br />W ¢ <br />10d x3" W <br />W <br />M <br />SLAB SCHEDULE <br />It <br />SEE SLAB SCHEDULE <br />q <br />O' QO <br />[SEE <br />70P OF SLAB .=AND <br />TOP OF SLAB <br />4" CHAMFER (1STORY) <br />6"CHAMFER (2-STORY)41 <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING <br />BAR TONTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />8 <br />60AL.E: ll4"='' V' (W/ UPLIFT) <br />SCALE: 3t4"=1'-0" <br />scALE: 3 a'"=r-a' (N O UPLIFT) <br />LAP TOP PLATE A MIN. OF 46, <br />AND NAIL W/ 18d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />p a <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W"t d MASONRY NAIL <br />2 W <br />m <br />16" O!C STAGGERED. <br />ADDITIONAL METAL <br />U_ <br />4 <br />CONNECTORS NOT <br />m N <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />• <br />POURED LINTEL CONT. (TYP.) <br />- :, <br />'�•. B"CMU FILLED CELL (TYP.) <br />_ <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I° <br />N.• 2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. USP 72MM BOLTS 5" <br />-0'-0' <br />i <br />= <br />— <br />,° <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />A• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />IS" O.C. VERTICALLY MAX <br />° ,.• . <br />�• !!• FOUNDATION AND SLAB <br />4 <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(D��IN�TERIOR (NO UPLIFT) <br />"' <br />SCALE: 3/4"-1-0• <br />11 SCALE: 3/4-l'4r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.andesigngroup.00m <br />AA #: 0003325 <br />Pi <br />W <br />L <br />6 <br />� <br />�089� <br />�•I <br />O <br />a <br />0 <br />sumxv. ae Loa, <br />SILVERADO <br />LOT #4 <br />BLK #17 <br />Pnoj=T <br />04 28. -04171 <br />MOD= <br />4EBB <br />"1828-CALI" <br />GARAG3 swnaG: <br />LEFT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />