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30" <br />MIN. EACH WAY <br />HIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />°CELL <br />SEE PLAN FOR SIZEAND <br />a p. <br />CELL SEE PLAN FOR SIZE ANDaSPACING <br />SPACING REQUIREMENTSGARAGE <br />nF. <br />REQUIREMENTS <br />T <br />DOOR <br />w RECESS <br />0. <br />¢ <br />0. Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />. f CORNER BARS, SAME SIZE AS BAR <br />I <br />W W B' <br />O io - <br />M <br />Z <br />�O - <br />IN FOUNDATION WITH 30" LEG EACH <br />_ <br />N <br />b <br />.- p -p• <br />TOP OF SLAB <br />•- 0'-0" <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I ... °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />/n <br />_��b <br />_ • MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />EXT. PORCH SLAB' <br />•VAND4BAR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (,STORY) <br />VARIES <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />I,I If <br />'- °. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Zip, AT ELEV: <br />W71/2"ISOLATION <br />JDINT (WHERE <br />"CHAMFER (25TORY) 18" <br />#4 P4• <br />EXT. PORCH SLAB <br />WI 1/2" ISOLATION <br />I 4" CHAMFER (1-STORY) <br />1 . <br />8" CHAMFER (2STORY)APPLICABLE) <br />0'-0" <br />zE <br />SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />•' <br />: �. i EE SCHEDULEWXD, <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), LINO <br />#Z 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3l4'�1'-0" <br />@ GARAGE SCALE:3/4"=''-0" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 314"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" —77 <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 W7 PLAN <br />w <br />o a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 W000 BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0.. SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />Wl7' <br />il2'k8" WEDGEETIN <br />BTM. PLATE TO BE PT. <br />W/FLANGE (t� BASE <br />a 5 EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />S <br />WASHER SET IN HIGH STRENGTH <br />HIGH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />-� 8", UNO <br />..a <br />O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />b <br />< <br />SIMPSON SPH4 OR SPH6 MAX <br />= 0: SPECIFICATIONS FOR <br />t0 ¢ <br />BTM AND TOP PLATE Ar <br />ADDITIONAL METAL <br />4-rd <br />USE AND <br />I <br />ANCHORS W/,0d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />H PREPARATION OF <br />C0 <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 2 1/4" <br />TAPCONS <br />HOLE. <br />y <br />w <br />f/1 UPLIFT IS PRESENT. <br />w <br />b <br />x 3" SEE SLAB SCHEDULE <br />EE SLAB SCHEDULE <br />Q, <br />a <br />OF SLAB .. ; . <br />O <br />TOP OF SLAB4'CHAMFER(1-STORY)6"CHAMFER <br />(2-STORY)�EQ. <br />VEQ.lEE <br />EQ. SEE SCHEDULE <br />SCHEDULE <br />FOR WXD, BAR SIZE <br />WxD, BAR SIZE <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />BAR QUANTITY <br />scALE:3a"=1'-p° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:34 ,'o" (NO UPLIFT) <br />SCALE:34"=1'(P' <br />BDALE:3a"=''-0" (W/ UPLIFT) <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 WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />SECURE BT. PLATE TO <br />CL <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />0. <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN <br />Q <br />8"CMU WALL <br />UPLIFT IS PRESENT. T. <br />b Z <br />'- 0'-0" <br />;� POURED LINTEL CONT. (TYP.) <br />.jO^ B" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />O«- 0.- <br />TOP OF SLAB <br />z <br />Z <br />- <br />♦ <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />to <br />° ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.'Ss4—rT <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 />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />6CALE: 314"=V-0" (NO UPLIFT) <br />10 <br />SCALE:3/4"=V-0" <br />1 I <br />1 1 SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.ehdesigngroup.com <br />L AA P. 0003325 <br />E <br />J <br />6 <br />SVBDIV & LOT <br />SILVERADO <br />LOT #10 <br />BLK #19 <br />P1tOJECT# <br />04128.002-10191 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH KV. B <br />