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'w. <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />I,' <br />z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />_ <br />", <br />.-, <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE ANDS. <br />SPACING REQUIREMENTS <br />v <br />d <br />� arr. <br />SPACING REQUIREMENTS <br />� <br />- - <br />t <br />v <br /><Lco <br />qqR <br />m W <br />m U <br />W_ <br />. <br />J <br />a <br />FM-... <br />(n <br />Q <br />0_ 0. Z <br />8" CMU WALL <br />O <br />B` CMU WALL <br />> CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />o <br />- Z <br />IN FOUNDATION WITH W' LEG EACH <br />+- 0'-0` <br />m <br />*- 0'-0" <br />"I d ' ' WAY AT ALL CHANGES IN DIRECTIONS <br />° - TOP OF SLAB <br />T� SIAB <br />I -.. % SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />"I <br />EXT. PORCH BLAB <br />°7AND <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />FER (1STORY){ <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I°I' ILL <br />vCONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" ISOLATIONFER <br />(WHERE <br />(2STORY) 18" <br />#4 24" <br />W/ 1/2ISOLATION <br />4"CHAMFER (1STORY)JOINT <br />6" CHAMFER (2STORY)°a <br />ZEDULE <br />AB`E,E <br />EE SCHEDULEAPPLICABLE) <br />• •NG <br />mBAR <br />SIZE <br />APPu <br />Z <br />n FOR WxD, BAR SIZE <br />ARE ONTINUOUS FROM FBARS LTHEI <br />NTNUMBER <br />UANTITY" <br />N <br />AND BAR QUANTITY <br />DIFEREWHEN <br />PRTOVIDEIONS <br />OF CSITIONS <br />LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />(_�,_"�EXTERIOR <br />2 <br />ALE:3/4`=1'-0" <br />@ GARAGE SCALE,3/4"=''-°" <br />3 CORNER BARS DETAIL <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />w RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g j <br />LAP TO OCCUR OVER STUD Of WALL W/ PLAN <br />v/ w B+ <br />w= <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARINGILU <br />0 <br />w <br />WALL W/ SYP <br />a a I <br />No 2 STUDS SEE PLANS FO <br />CURE BT. PLATE TO SLAB W! <br />SPACING. SINGLE STM. PLASECURE <br />CURB FOR <br />> to NEW REINF. BAR <br />O a SECURED Wl2- PART <br />WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE 08L. TASHER SET IN HIGH STRENGTH <br />MASONRY <br />UNITS SET <br />2"CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATEOXY 5-112"EMBED. MIN. (� 16" OC <br />Tlp. AT ELEV: <br />GALVANIZED PIPE <br />Q B" LINO <br />SIMPSON SPH4 OR SPH6X. <br />W/FLANGE 0 BASE <br />F. <br />CALL MNS <br />BTM AND TOP PLATE <br />N SPECIFOLLOW <br />FOR <br />ANCHORS W/ i0d x 1 12" <br />4 <br />USE AND <br />f m <br />COMMON NAILS FILL ALL <br />m <br />PREPARATION OF <br />HOLES, DO NOT USE 10d <br />Z � HOLE. <br />x 3'SEE SLAB SCHEWLE <br />SECURE FLANGE TOSLAB <br />J <br />RECESS AROUND GARAGE <br />W/(4)1/4"X21/4" <br />g } <br />+_0•-0" <br />TAPCONS <br />O' <br />TOP OF SLAB . : - <br />DOOR OPENING <br />QQ� <br />A <br />SCALE: 3/4"=1'-0'• <br />4" CHAMFER (1 STORY) <br />6" CHAMFER (2-STORY) <br />_ <br />EQ. EQ. EE SCHEDULE <br />LAP TOP PLATE A MIN. OF ---------- <br />FOR WxD, BAR SIZE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. <br />1! <br />AND BAR QUANTITY <br />LAP TO OCCUR OVEERR STUD OF WALL WI PLAN <br />ADDING BAR TO <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ BY No 2 STUDS SEE <br />SCALE:34"=1'-0" <br />(W/ UPLIFT) <br />5 <br />6 <br />PLANS FOR SPACING. SINGLE <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=V-0" <br />BTM. PLATE TO BE PT. <br />4 <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT'SPRESENT. <br />LAP TOP PLATE A MIN, OF 48" <br />w <br />AND NAIL W/ 16d COMMON <br />w SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />7 <br />Ar STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- 0'-0" <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z� <br />P <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 a. <br />" <br />PROVIDE DBL. TOP PLATE <br />IV O/C STAGGERED. <br />Q w <br />• s ° <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />EQ. EQ. SEE SCHEDULE <br />REQUIRED WHEN NO <br />ofUPLIFT <br />0 <br />8" CMU WALL <br />FOR WxD, BAR SIZE <br />IS PRESENT. <br />OUREDLINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />Mz <br />0'-0" <br />8"CMUFILLEDCELL(TYP.)INTERIOR <br />CURB FOUNDATION WOOD WALLSEE <br />- ITOP OF SLAB <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />(NO UPLIFT) <br />12"DIA. <br />1p <br />TOP OF SLABa" <br />Z <br />SEE SLAB SCHEDULE <br />s <br />SIMPSON ST82 DOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />F <br />16.0 <br />6. O.C. VERTICALLY MAX <br />° -- ---FOUNDATION AND SLAB <br />SEE SCHEDULE <br />� <br />4 <br />EDULE <br />FOR WxD, BAR SIZE <br />/FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />e• VARIES e• <br />%INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 3' <br />SCALE:34"=''-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD COL. PAD <br />1 1 BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />L 1 SCALE: 3/4"=V-V <br />(ilssmHr. ��V E <br />U <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=1'-U" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />wwwabdesigngrouP.com <br />L AA S: 0003325 <br />DRAMNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:6138862628 <br />FAX: 813886-2802 <br />ounDiv. a LOT: <br />SILVERADO <br />LOT #18 <br />BLK #14 <br />P120JEQT* <br />03719.000-18 4 <br />itO"27' <br />2795-D <br />GAItAGE STIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EWIi, B <br />