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30" <br />MIN. EACH WAY <br />_ e <br />MONOLITHIC FOOTING <br />} <br />g <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />•s ., <br />v <br />CELL SEE PLAN FOR SIZE AND <br />a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />v <br />ya <br />F <br />SPACING REQUIREMENTS <br />i <br />C <br />SPACING REQUIREMENTS <br />rn <br />.-�• � �. ..'tom, <br />GARAGE DOOR <br />m <br />.. <br />v:. <br />1 <br />RECESS <br />JKw <br />a <br />Q <br />.." v �FM�" <br />, <br />g 7 <br />- i <br />8"CMU WALL <br />O w <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />I <br />w w 6+ <br />Oa. <br />g <br />�i <br />+- 0'•0' <br />IN FOUNDATION WITH 30" LEG EACH <br />u1 = <br />+- 0'-0" <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />� <br />N tY1 <br />TOP OF SLAB <br />TOP OF SLAB <br />I,.. SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I I. <br />CURB FOR <br />, a < <br />EXT. PORCH SLAB J1`l <br />r+ <br />�' <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR OIA. <br />4' CHAMFER (1-STORY) <br />#3 18" <br />� <br />EXT. PORCH SLAB <br />- VARI S <br />�� SEE SLAB SCHEDULE TOP OF GARAGE <br />I <br />I� <br />' �� v. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�- �Lp. AT ELEV: <br />W/ 1/T' ISOLATION <br />. <br />6" CHAMFER (2-STORY) <br />4" CHAMFER (,STORY) <br />' <br />JOINT (WHERE . <br />APPLICABLE) Z <br />p4 44V' <br />SEE SCHEDULE #5 30" <br />W/ 112" ISOLATION <br />JOINT (WHERE <br />I' . e 6" CHAMFER (2STORY) <br />.. "`�}}}"'---. EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />##8 <br />APPLICABLE) <br />Z <br />4 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 1.. <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />2 <br />@ GARAGE SCALE:3/4"=1'-a' <br />3 CORNER BARS DETAIL <br />�� DOOR OPENING <br />SCALE: <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" BIM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />OVER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OVER OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />W <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />5 y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />4WASHER <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0- SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'kB" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE Q BASE <br />a S EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", LINO <br />— <br />PLATE <br />EPDXY S1/2" EMBED. MIN. (� 16" OC <br />SLAB W/,Od MASONRY <br />4 <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL i6" OIC STAGGERED. <br />ry <br />= 0_ SPECIFICATIONS FOR <br />0 <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />_ USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21/4" <br />8 m PREPARATION OF <br />O v HOLE. <br />COMMON NAILS FILL ALL N <br />REWIRED WHEN NO <br />/n UPLIFT IS PRESENT. <br />TAPCONS <br />w 0: <br />HOLES, DO NOT USE 10d w <br />w <br />-� o O k <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />M �O <br />Q <br />.P <br />TOP OF SLAB=AND <br />SLAB4"CHAMFER <br />(1 STORY) <br />+: - <br />6" CHAMFER (2STORV) <br />�_ . _.__° rT °49 <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING <br />BAR TO <br />NTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=1'-0° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:34"=1'-0" (W/ UPLIFT) <br />V SCALE:34"=i'-0 (NO UPLIFT) <br />SCALE:34°=i'0 <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d 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 WALLW/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />IL <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 W110d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0: y <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />+- 0'-0" <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />- TOP OF SLAS <br />4 <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+_ III* <br />i <br />z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />�y'—^4^" <br />--r^p SEE SCHEDULE <br />SEE SCHEDULE <br />j� <br />. <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 BRG WALL TO <br />[�A <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PADBLOCK <br />WALL CONNECTION <br />`�SCALE:3t4"'"(NO UPLIFT) <br />&FO20TI�N[G <br />SCALE: 314"=1'-0" <br />�� SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.ebdeslgngroup.com <br />AA M: 0003325 <br />is <br />R <br />e <br />6 <br />W�U <br />E. <br />BZMDIV. & L/OT <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />PROJRCT# <br />04128.002 01191 <br />MODELa <br />4EBB <br />"1828-CALM" <br />OA %AGZ 9WINO: <br />RIGHT <br />PAGZ: <br />DETAILS <br />150 MPH EXP. B <br />DA IL- 03/04/20 <br />SCALM 1/4"=1'-0" <br />S*ECL"r <br />S1.1A <br />