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30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />} <br />" <br />STEEL REINFORCING IN GROUTED <br />PLAN <br />d a <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />. v <br />g0^ <br />CELL SEE FOR SIZE AND <br />SPACING REQUIREMENTSI��ev <br />SPACING REQUIREMENTS <br />m U <br />w <br />�v °I- >" ... <br />GARAGE DOOR <br />J <br />Qr <br />..I. <br />FM•�. <br />RECESS <br />s <br />K h Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />.° .I I . p CORNER BARS, SAME SIZE AS LARGER BAR <br />uj /n lLLI B' <br />o <br />M <br />2!O <br />+- 0'-0" <br />IN FOUNDATION WITH 30'LEG EACH <br />' '.' <br />W U <br />+- 0'-0" <br />•. • TOP OF SLAB <br />d •j' I WAY AT ALL CHANGES IN DIRECTIONS <br />I ... i % 80 THAT THE STEEL REINF. IS CONTINUOUS <br />N tq <br />TOP OF SLAB <br />.. .. [yam-._ <br />• - <br />SEE SLAB SCHEDULE <br />• I S <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />TE 48 BAR DIA. <br />4"CHAMFER (iSTORY) <br />18" <br />• <br />EXT. PORCH SLAB <br />.•�� <br />SEE SLAB SCHEDULETOP OF GARAGE <br />4" CHAMFER <br />` v.CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />L <br />UNITS SET <br />AT ELEV: <br />ro'8" <br />W/ 1/2"ISOLATIONA <br />JOINT (WHERE • '. • - <br />CHAMFER (2STORY) <br />#4 24• <br />W/ 12" ISOLATION <br />(1STORY) <br />6" CHAMFER (2-STORY)I. •.:APPLCABLE) <br />0'-0" <br />i <br />SEE SCHEDULE 30, <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />•y°�,i EE SCHEDULE <br />ONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE #e <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND <br />#7 42" <br />v <br />r�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3l4"=1'-0" <br />2 <br />@ GARAGECORNER <br />BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=1'-a' <br />LAP TOP PLATE A MIN. OF 46" ---�� <br />LAP TOP PLATE A MIN, OF 48" ---�� <br />AND NAIL W/ 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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />00. I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S n NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 112"x0" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O d SECURED W/ 2- PART <br />TO BE PT, PROVIDE OBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATE EPDXY 5-12" EMBED. MIN. 16" OC <br />W110d MASONRY <br />SLAg16" <br />GALVANIZED PIPE <br />SIMPSON SPH40R SPH6 MAX. <br />NAIL O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />< O FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />10: <br />USE AND <br />ANCHORS W/ 10d x 1 1/2" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />4 <br />PREPARATION OF <br />HOLES, DO NOT USE tOd W <br />y UPLIFT IS PRESENT. <br />p,l <br />HOLE. <br />x 3" 0: SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TOLLI <br />J <br />Q <br />Q <br />SLAB W/(4)1/4" X 21/4" <br />p <br />+- p-0° <br />TAPCONS <br />40 <br />TOP OF SLAB <br />TOP OF SLAB <br />Q <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />- <br />a <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 />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />$ 6°ALE:3""=1'-0" (NO UPLIFT) <br />SCALE:34"=1'-0 (W/UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d 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 W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />Irl <br />PROVIDE DBL. TOP PLATE <br />16"O/C STAGGERED. <br />w C <br />Q W <br />ADDITIONAL METAL <br />D� U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0: 0. <br />/n <br />UPLIFT IS PRESENT. <br />O <br />o Z <br />m— <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />:. <br />'.'Q•. 8"CMU FILLED CELL (TYP.) <br />e' VARIEB a' <br />9' 3' <br />TOP OF SLAB <br />I�~—~~ - <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- tY-0" <br />TOP OF SLAB <br />Z <br />SLAB SCHEDULE <br />• <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />as <br />• <br />•# <br />ED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />WALL AND <br />3i.ATION <br />FSEESCHEDULE <br />16" O.C. VERTICALLY MAX <br />°•� <br />°D <br />—,D MONOLCENTERED IR <br />THICALLY CALLY WITH <br />• <br />AND SLAB <br />SEE SCHEDULE <br /><�° <br />y„ <br />11IXd-0ONf .n= <br />FOR WxD, BAR SIZE <br />X,ZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATIONWOOD <br />OUPL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 scALe:°=r-o" <br />9 SCALE: 3/4"=1'-0" <br />UPLIFT) <br />�� <br />FOOTING AND COL. PAD <br />^ BLOCK WALL CONNECTION <br />SCALE: 3l4"=1'-0" <br />1 SCALE: 3/4"=V-0" <br />1 R C N I T e c Tt—I <br />6 <br />Group. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774.4078 <br />www.abdeelglgrroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2628 <br />FAX: 813.888.2802 <br />e[TSDIR di LOT: <br />SILVERADO <br />LOT #16 <br />BLK #13 <br />PROJECT# <br />03719.000-16131 <br />MODICU <br />2795—F <br />GARAGE 8WING: <br />RIGHT <br />PARSE: <br />DETAILS <br />150 MPH E B <br />