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30' <br />MIN. EACH WAY <br />_ e <br />MONOLITHIC FOOTING <br />IV <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />_ <br />v <br />rT <br />Q .-. <br />CELL SEE PLAN FOR SIZE AND <br />pCELL <br />SEE PLAN FOR SIE <br />Es <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENT3�D <br />1I - <br />GARAGE DOOR <br />w <br />U <br />w <br />Jv °" <br />w RECESS <br />FM <br />i <br />0_ 0- z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />I <br />W W B+ <br />O �' <br />7•, <br />Fi <br />Z_ <br />+- 0'A' <br />IN FOUNDATION WITH 30" LEG EACH <br />;el, <br />yj <br />w U <br />+- 0'-0^ <br />- e WAY AT ALL CHANGES IN DIRECTIONS <br />!� W <br />TOP OF SI-AS <br />TOP OF SLAB <br />I .. I SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />.SEE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />+ f <br />a <br />EXT. PORCH SLAB <br />,ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />- <br />° <br />EXT. PORCH SLAB <br />SLAB SCHEDULE TOP OF GARAGE VpRI�S ,, <br />It <br />. •" v. I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MSONRY <br />UN ITS SET <br />7�0+ AT ELEV: <br />Wl 11 <br />< tr.- <br />6" CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />+4" CHAMFER (I -STORY) <br />01-0" <br />(WHER JOINT E 4 <br />APPLICABLE) 2L <br />#q 24• <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />6" CHAMFER (2STORY) <br />�.p EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />I <br />FOR WxD, BAR SIZE 36 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />I� <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />%EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=l'-0" <br />SDALE:31<"=1`0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ 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 />L.2z4 <br />OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />V CAPPED <br />1 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. 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 />1/2'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FI.ANGE !� BABE <br />0. S EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER BET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />j Q V. UNO <br />PLATE <br />EPDXY S,/2" EMBED. MIN. (� 18" OC <br />SLAB W/t&l MASONRY <br />R <br />a O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX, <br />NAIL i6" 0/C STAGGERED. <br />M <br />= m SPECIFICATIONS FOR <br />N ¢ I USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />a0 <br />V=-• PREPARATION OF <br />U' <br />ANCHORS W/10d x 1 ill" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4)114" X 2114" <br />HOLE. <br />W 0: <br />V) <br />HOLES, DO NOT USE 10d w <br />W UPLIFT IS PRESENT. <br />TAPCONS <br />-+ • <br />x 3" SEE SLAB SCHEDULE <br />C SEE SLAB SCHEDULE <br />��O <br />Q <br />a <br />"P <br />TOP OF SLAB ... , <br />TOP OF SLAB _ <br />4" CHAMFER (I -STORY) <br />8"CHAMFER (2-STORY) <br />� a ' <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BQALE:3l4„=,,-0" <br />MONOLITHIC FOUNDATION <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4„=1'-0" (W/ UPLIFT) <br />SCALE: 314"=1'-0" (NO UPLIFT) <br />SCALE: 3l4"=,'-(Y' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" Olc 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 />WALL W/ SYP No 2 STUDS SEE <br />O <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT. <br />SECURE BT. PLATE TOr/_ <br />} <br />C <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" 0/C STAGGERED, <br />ADDITIONAL METAL <br />U <br />a <br />C00 L <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />w <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m ? <br />+- 0'-0' <br />POURED LINTEL CONT. (TYR) <br />8"CMU FILLED CELL "P.)TOP <br />OF SLAB <br />SEE SLAB SCHEDULE <br />I. <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />-0• <br />Z <br />Z <br />— <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />e• <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 />SEE SCHEDULE <br />SEE SCHEDULE--� <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 s°ALE:aa"=1'0" (NO UPLIFT) <br />!V <br />SCALE: 374"=1'(Y' <br />1 <br />1 SCALE: 34'=l'-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774-4076 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />$a� <br />R <br />1 <br />1 <br />NJ: <br />Jili. <br />BUDDIV. ae X101% <br />SILVERADO <br />LOT 20 <br />BLK 18. <br />PROJECT# <br />04128.002 20181 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 91WWO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 Mf9H EXP. B <br />A A <br />NO <br />DAA NT 03/05/20 <br />8CALE: 1/4"=1'-0" <br />8*mET <br />S1.1A <br />