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6522 WETMORE AVE 2020 Plans 2022-12-01
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6522 WETMORE AVE 2020 Plans 2022-12-01
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Last modified
12/1/2022 11:15:51 AM
Creation date
4/25/2022 3:03:26 PM
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
6522
Permit
B2010-027
Year
2020
Notes
ADD ATTACHED GARAGE AND LIVING SPACE AT UPPER LEVEL
Address Document Type
Plans
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PANEL EDGE NAIL PER <br />SHEARWALL SCHED — <br />LAP SHEATHING OVER PLATE l pf <br />III—III—I11- <br />=1 I I -I I I -I I _ d <br />4 L VERT. @ 16" O.C. ! I I=1 I=1 <br />CENTERED, ALT. HOOKS I I 1=111=1 <br />4 ° I <br />4" PERFORATED PVC d pd d e <br />DRAINPIPE w/ HOLES <br />DOWNWARD SLOPE TO <br />1 <br />STORM DRAIN BACKFILL WITH <br />FREE DRAINING MATERIAL <br />4" S.C.G. PER PLAN <br />REINF PER PLAN <br />HOLD (2) #4 TOP + DOT. <br />1 1/2" CLR. <br />PER PLAN <br />TYPICAL S.W. FOOTING <br />SECTION <br />FTG. PER PLAN <br />REINF, PER SCHED. <br />3/4" ® 11-0" <br />#4 L VERT. @ 16" O.C. <br />CENTERED, ALT, HOOKS <br />ASPHALT/CONCRETE <br />(2) #4 CONT. <br />DRIVEWAY PER ARCH. 4" S.O.G. PER PLAN <br />� III=III=1_I <br />p d. <br />4" PERFORATED PVC 4 ' ° <br />DRAINPIPE w/ HOLES <br />co <br />DOWNWARD SLOPE TO d <br />gTnPnn tea®m i R®r vpim 1 91 wnm n <br />SLAB -ON -GI <br />REINF. PER <br />#4x 12" DOV <br />24"®c w/ SIN <br />(EMBED 3") <br />m - Aft, <br />W <br />Ki <br />3/4" = 1'-0" <br />(E) STUD WALL, CONTR. TO <br />FIELD VFY. (E) WALL SHEATHING, <br />UPGRADE WALL AS W6 PER <br />PLAN vv/ PLYWOOD SHEATHING <br />PER G.N. AND SOT. PL ANCHOR <br />PER SW SCHEDULE <br />(E) CMU WALL <br />2x P.T. PLATE w/ ANCHOR <br />BOLT PER S.W. SCHEDULE, <br />12" MAX. FROM ENDS & 7" <br />MIN. EMBEDMENT w/ <br />2"x2"x1/4" WASHER <br />(ELSEWHERE USE 6/4"4x10" <br />A.B. @ 40" cc) <br />#4x16" @ 43" ®c w/ SIMPSON <br />SET EPDXY (EMBED 4") <br />rz 4 <4 <br />4 <br />0 c <br />PER PLAN <br />S.W. PER FLAN OR <br />SCHEDULE w/ <br />PLYWOOD SHEATHING <br />EA. SIDE <br />PANEL EDGE NAILING <br />(3) #4 CONT., <br />#4 @ 13" ®c TRANV. <br />t l- A I .IIS . �,...� <br />nam. "s <br />Iff <br />FTG. PER PLAN <br />REINF. PER SCHED. <br />3/4„ ® 1,a011 <br />oil <br />24 <br />#4 I @ 24 <br />TOP OF FIN. GRAE <br />TYPICAL HAUNCH FOOTING <br />SECTION <br />3/4" m 1'-0.. <br />(2)#4 HORIZ. <br />PER ARCH. <br />—I I —III— #4 HORN. @ 16"®c <br />El I Il lil I l l lil i 1 .4 <br />d #4 L VERT. 16" O.C. <br />CENTERED, ALT. HOOKS <br />° <br />(3) #4 LONG BOT. <br />2, 0" O �5 <br />EXTERIOR WINDOW WALL <br />SECTION <br />3/4„ m 11-01, 3/4„ a 11-03, 3/4" 0 11-01, 3/4" v 11-0.. <br />ADDITIONAL <br />VERT. REINF. ALTERNATE ADDITIONAL <br />VERT. REINF. CORNER EARS VERT. REINF. <br />d. p <br />24 <br />m m <br />CORNER EARS 24 <br />TO MATCH HORN. <br />° 4 REINF., TYP. <br />CROSS WALL <br />® <br />PER PLAN — <br />° C.I.P. WALL <br />PER PLAN <br />- SINGLE <br />ADDITIONAL <br />,//,,— <br />VERT, REINF. <br />VERT. REINF.---4 <br />CORNER EAR <br />I I <br />p <br />om <br />I <br />_ <br />b <br />�1 <br />,r s <br />Y� <br />fi <br />y <br />sr <br />R <br />`n <br />sF <br />OE <br />S, <br />U�Lu <br />3/411 m 1,_0„ <br />
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