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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />g S <br />_ STEEL REINFORCING IN GROUTED <br />•• <br />CELL SEE PLAN FOR SIZE AND <br />a (L _I CELL SEE PLAN FOR SIZE AND <br />p <br />0 0. SPACING REQUIREMENTS <br />zSPACING REQUIREMENTS <br />. <br />m <br />� W <br />I jP, r <br />zi <br />�+ <br />a arm— <br />N <br />FM <br />f 1 <br />f Z 8"CMU WALL <br />O 8" CMU WALL <br />I • CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />>I <br />b +- 0'-0" <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />c1 TOP OF SLAB <br />I .., °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />EXT.PORCH SLAB4' CHAMFER (1-STORY) <br />; .-VARIES•L•BAR <br />tliSLAB SCHEDULE TOP OF GARAGE <br />EXT. FOR SLAB <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />6 CHAMFER (2-STORY) #3 18" <br />JOINT <br />JOINT (WHERE #4 24' <br />NT ISOLATION 14AND <br />W/ 1/T ISOLATION 4" CHAMFER (1-STORY) <br />, 6' CHAMFER (2-STORY) <br />APPLICABLE) ZEE SCHEDULE <br />il5 30' <br />�„ <br />JOINT (WHERE •- • EE SCHEDULE <br />APPLICABLE) Z ° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 WxD, BAR SIZE„ <br />46 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />47' <br />iv <br />� <br />%EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'-0" <br />n <br />G BGALE: a-4"=1'-6' <br />CORNER BARS DETAIL <br />GARAGE <br />3 <br />/1 GARAGE DOOR <br />k <br />SCALE: 3/4"=1'-0" <br />W RECESS <br />ca/ <br />gJ <br />u, W e. <br />W= <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />(W11 <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CURB FOR <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />MASONRY <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />UNITS SET <br />� lb+ A7 ELEV: <br />O a I <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />0-0 <br />> to NEW REINF. BAR <br />SPACING. SINGLE B7M. PLATE <br />1/2'SH WEDGE ANCHOR <br />O a SECURED W/ 2- PART <br />g <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />STRENGTH <br />PLATE <br />0- EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />-I a UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />a FOLLOW ALL MANF. <br />= 0: SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />RECESS AROUND GARAGE <br />w a <br />= m USE AND <br />ANCHORS W/'-x i vz' <br />COMMON NAILS FILL ALL N <br />DOOR OPENING <br />31/7'DIAMETER CONIC. <br />I <br />6x6 METAL PLATE <br />F-m PREPARATION OF <br />C7 v <br />Z w HOLE. <br />w <br />HOLES, DO NOT USE 10d W <br />x 3' SLAB SCHEDULE <br />Q <br />FFLLEDSTEELPIPE <br />BASEW/1/Z'x6" <br />[SEE <br />ANCHOR BOLTS <br />M FO <br />TOP OF SLAB <br />< <br />4" CHAMFER (1-STORY) <br />°.�_ <br />LAP TOP PLATE A MIN. OF 49' <br />� <br />8" CHAMFER (2-STORY) <br />AND NAIL W/ COMMON VERIFY HEIGHT <br />< <br />• " <br />a <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />' <br />EQ. EQ. SEE SCHEDULE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />FOR WxD, BAR SIZE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />AND BAR QUANTITY <br />BTM. PLATE TO BE PT. <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />MONOLITHIC FOUNDATION <br />NAIL 16"0/C STAGGERED. <br />5 BOLLARD <br />SCALE: 3/4"=1'-0 <br />(W/ UPLIFT) <br />ADDITIONAL METAL <br />SCALE: 3/4"=1'-0" <br />SCALE:34"=1'-0" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />W <br />(r SLAB SCHEDULE <br />a <br />[SEE <br />+_ 0'dY' <br />TOP OF SLAB <br />LAP TOP PLATE A MIN. OF 46' <br />° <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />4 <br />2x4 OR 2v6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />EQ. EQ. SEE SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />_ <br />¢ a <br />FOR WXD, BAR SIZE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAS W"W MASONRY NAIL <br />p <br />AND BAR QUANTITY <br />16" O/C STAGGERED. <br />tr <br />a W <br />mm <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />� a <br />V SCALE: 3/4"=1'-0" (NO UPLIFT) <br />UPLIFT IIS PRESENT <br />ON 8"CMU WALL <br />POURED LINTEL CONT.(TYPJ <br />8" CMU FILLED CELL (TYP.) <br />2X WALL FRAMING <br />TOP OF SLAB <br />a1/2" <br />SEE SLAB SCHEDULE <br />DIA. SIMPSON STB2 BOLTS 6' <br />+- 0'-0' <br />EE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB aZ <br />ZGROUTED <br />CELL, 4" FROM ENDS AND <br />.-.-��- <br />ATED" COLUMN PAD <br />16"OA. VERTICALLY MAX <br />CENTEREDUNDER WALL AND <br />L-F7 <br />�POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULEd <br />CHEDULE <br />FOR WxD, BAR SIZE <br />D, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />�/.. <br />9k6' MASONRY COLUMN W/ <br />INTERIOR FRAME BRIG WALL TO <br />(2)#5'S ARE DESIGNED TO BE <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO - <br />BLOCK WALL CONNECTION <br />PLACED IN CONTACT WITH <br />THE INSIDE OF THE INTERIOR <br />9 scALE 3/4"=r-a' NO UPLIFT) <br />` <br />FOOTING AND COL . PAD <br />0 SCALE: 3/4"=l'-0" <br />HE <br />BLOCK AS SHOWN W/#5 <br />do DOWEL IN FOUNDATION. <br />m <br />SCALE. 3/4'-_ 1'-0" <br />DOUBLE FILLED CELL <br />12 <br />SCALE: 3/4"=l'-0" <br />A R C NI T E C T i <br />6 <br />Grous� <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-77"078 <br />www.•bdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134386-2628 <br />FAX: 813.886-2802 <br />�Vlnlh� <br />L91111YIY7 <br />9Ul3DIV. & L074 <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECT# <br />03719.001-15161 <br />MODEU- <br />3278-JORDYN II <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%15PH EXP. C <br />JUL <br />DRurr <br />ACE: 07/12/21 <br />aCAL.E: AS NOTED <br />aHEET <br />S1°1A <br />