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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />} <br />1 <br />6 <br />, <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />G a. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSSPACING <br />CL <br />REQUIREMENTS <br />} <br />r'f— <br />GARAGE DOOR <br />W <br />W°�- <br />RECESS <br />0 <br />n. <br />N <br />s FM.- <br />4. <br />i <br />8"CMUWALL <br />OToZ <br />8" CMU WALL <br />° . CORNER BARS, SAME SIZE AS BAR <br />w WN <br />;' I IN FOUNDATION WRH 30"LEG EACH <br />lylUSLABWAY <br />OF SLAB <br />TOP OF SLAB <br />AT ALL CHANGES IN DIRECTIONSNTOP <br />I .., SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLABFER(ISTORY) <br />7AND <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BARDIA. <br />18" <br />EX . P <br />EXT. PORCH SLABW/ <br />IS <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER (1STORY) <br />I ' LL <br />'' a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�=pe AT ELEV: <br />1/2" ISOLATION <br />(WHERE <br />FER (2STORY) <br />#4 24" <br />ISOLATION <br />8" CHAMFER (2STORY)�.' <br />0 �JOINT <br />EEEJOINT(WHERE <br />iEDULE <br />#5 39' <br />APPLICABLE) <br />i <br />ryaAPPLICABLE) <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iBAR <br />SIZE <br />#6 36 <br />FOR WxD, BAR SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />sDALE:34"''-0" <br />2 <br />@ GARAGE SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 SCALE: 3/4"=1'-0' <br />SCALE: 314"=7'-0" <br />( D <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 />. <br />NAILS, 2-ROWS, 4" OIC 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 />2x4 OR 2x6 WOOD BEARINGIPROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />uJ <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />p d I <br />No 2 STUDS SEE PLANS FOCURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLA'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O SECURED W! 2- PART <br />TO BE PT. PROVIDE DBL, TASHER SET IN HIGH STRENGTH <br />PLATE <br />PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO <br />SLAB W/10d MASONRY <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />OXY 6-1/2"EMBED. MIN. (� 16" OC <br />GALVANIZED PIPE <br />g 8", LINO <br />SIMPSON SPH4 OR SPHBX <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE BASE <br />Q FOLLOW ALL MANF. <br />X K SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />CONNECTORS <br />I USE AND <br />ANCHORS W/ tOd x t ill" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />o <br />= <br />PREPARATION OF <br />HOLES, DO NOT USE 1Od <br />N UPLIFT IS PRESENT, <br />W <br />SECURE FLANGE TO <br />Z HOLE. <br />w <br />z 3"SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />SLAB W/(4) t!4" X 2 14' <br />TAPCONS <br />QQ- <br />Q_ <br />P <br />TOPOF SLAB ... <br />TOP OF SLAB _ '�. ..;A <br />�so <br />4"CHAMFER (1-STORY) <br />.°�'"�. <br />6" CHAMFER (2-STORY) <br />- <br />� s . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />r,11NTERIOR CURB FOUNDATION WOOD WALL <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />T SCALE:34"=1'-0 (W/UPLIFT) <br />SCALE 34"=''-0 (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB WItOd MASONRY NAIL <br />o IL <br />L <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q W <br />ADDITIONAL METAL <br />o] U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />rn <br />8" CMU WALL <br />e' VARIES a' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />3' 3' <br />TOP OF SLABp. <br />I° <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0.0• <br />TOP OF SLAB <br />n- <br />i <br />I SEE SLAB SCHEDULE <br />o <br />112' DIA. SIMPSON ST82 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />'a 5 <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°� <br />• <br />POURED MONOLITHICALLY WITH <br />- — --- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />m�-corn i <br />m= <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />" AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 SCALE: V=V-0" <br />(D-,_'�11NN]T:ER�1OR <br />3/4""'� (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION_ <br />SCALE:34"=1'-0" <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003326 - <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33834 <br />PH: 9134MO.2628 <br />FAX: 8134W2802 <br />atMDlV as LOT <br />SILVERADO <br />LOT #2 <br />BLK #13 <br />PROJZCT* <br />03719.000-02131 <br />MODEL <br />2795—F <br />GARAGE 8WING: <br />LEFT <br />PAOR <br />DETAILS <br />150 MPH EXP. B <br />