Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— - — - <br />CELL SEE PLAN FOR SIZE AND <br />d IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />_ <br />¢w <br />mU <br />w <br />111 7- " <br />GARAGE DOOR <br />RECESS <br />�q <br />�� <br />Qr <br />1 FM;—g5 <br />0= va) - Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />w w 8" <br />O <br />°'� <br />m <br />.- 0'-0' <br />. �- <br />FOUNDATION WITH LEG EACH <br />w = <br />M <br />.- 0'-0" <br />TOP OF SLAB <br />.VAR <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />W IN <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />1 N <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURBFOR <br />EXT. PORCH SLABFER <br />W/1/2"ISOLATION <br />71CS <br />SEE SLAB SCHEDULE.SEE <br />(1-STORY) <br />#3 18 <br />EXT. PORCH SLAB <br />ES <br />SLAB SCHEDULETOP OF GARAGE <br />4" CHAMFER (1 STORY)b"FER(2-STORY) <br />'" a -` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�' AT ELEV: <br />JOINT (WHERE <br />#4 24" <br />W/ 12" ISOLATION <br />6" CHAMFER (2STORY)APPLICABLE) <br />ZEDULE <br />�„JOINT <br />(WHERE. <br />APPLICABLE) <br />Z <br />,,, <br />• • EE SCHEDULEDIFFERENT <br />4FOR <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />WxD, BAR SIZE <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />UANTITY #7 42" <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO <br />,EXTERIOR MONO -FOOTING <br />r,1EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE SCALE:3."=''° <br />COARS DETAIL <br />3 RNER B <br />,, DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />� SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-20WS, 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 />2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <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 />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O a SECURED Wt 2- PART <br />0= 5 <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB WI10d MASONRY <br />2" CAPPED <br />..EPDXY. MIN. EMBED <br />I <br />EPDXY 5-1/2" EMBED. MIN. gj 16" OC <br />GALVANIZED PIPE <br />¢ 8", LINO <br />SIMPSON SPH4 OR SPI46 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />WIFLANGE @BASE <br />¢ FOLLOW ALL MANF. <br />¢ SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />" <br />CONNECTORS NOT <br />m ( USE AND <br />ANCHORS W/'S x <br />REQUIRED WHEN NO <br />4 <br />= <br />I— m PREPARATION OF <br />L,2 <br />COMMON NAILS FILL ALL y <br />HOLES, DO NOT USE IGd w <br />UPLIFT IS PRESENT. <br />IU <br />v HOLE. <br />3' � <br />w <br />W <br />Z K <br />x SEE SLAB SCHEDULE <br />� SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />�ul <br />Q <br />SLAB Wt(4)1/4" X 2 I/4" <br />.- p-0• <br />TAPCONS <br />m O'Q�O <br />TOP OF SLAB . <br />TOP OF SLAB <br />.. <br />4"CHAMFER(1STORY) <br />a�• <br />\e _a _ <br />6" CHAMFER (2-STORY) <br />- . <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE 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 />O INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0" <br />(W/ UPLIFT) <br />V SCALE:34"=,-0" <br />(NO UPLIFT) <br />SCALE: 314"=1'-0" <br />SDALE:3/4"=,.-o'. <br />LAP TOP PLATE A MIN. OF 48"-----�--,� <br />AND NAIL W/ 16d 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 />m <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/IGd MASONRY NAIL <br />o <br />L <br />PROVIDE DBL. TOP PLATE <br />16, O/C STAGGERED. <br />m <br />¢ w <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />w (L <br />UPLIFT IS PRESENT. <br />8"CMU WALL <br />♦' VARIES 9' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />'r♦:. 8" CMU FILLED CELL (TYP.) <br />3' 3 <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ I <br />2X WALL FRAMING <br />TOP OF SLAB <br />+- 0'-0°,—~~~7FOUNDATION <br />c• <br />Z <br />Z <br />EE SLAB SCHEDULE <br />a <br />12" DIA, SIMPSON STB2 BOLTS S" <br />MINIMUM EMBEDMENT INTO <br />.. <br />• S - <br />f <br />= <br />LATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />- <br />TERED UNDER WALL AND <br />�.—��-aRED <br />16" O.C. VERTICALLY MAX <br />°•♦ <br />♦� <br />MONOLITHICALLY WITH <br />„ <br />- AND SLAB <br />SEE SCHEDULE <br />°,�q,S <br />ULE <br />° FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 <br />SCALE: 1"=t'-D" <br />9 <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-(Y' <br />11 SCALE: 3/4"=1'-0" <br />A III C N I T E C T i <br />6 <br />Groin <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroupcom <br />AA 4: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENRER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-888-2802 <br />e <br />SUDDIV. & M774 <br />SILVERADO <br />LOT #13 <br />BLK #10 <br />PROJECT# <br />03719.000-13101 <br />HODZXA <br />2795-D <br />GARAGE 81rWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />