Laserfiche WebLink
BRACING 0 8' O.C. <br /> ALTERNATE DIRECTION DMW <br /> SEE 3/AD-1 FOR I / �L <br /> 11x7 pP TRIM /� ADDITIONAL NOTES / (\ (\ (\ / I` E nj t e r p � � s e s <br /> 2\ / \ 1 1 1 0 24" DRC LKG. \ \ u u l.,l <br /> / NOTE! <br /> PERP. WALL MAY COUNT <br /> FASTEN 20 GA. TOPS FASTEN 20 GA. TOP FOR ONE BRACE + + + 607 N. ORO AVENUE <br /> TRACK TO EA. STUD W/ SEE PLAN TRACK TO EA. STUD W/ <br /> (1)#8 SMS AT EA. SIDE (1)#8 SMS AT EA. SIDE <br /> NEW 3 5/8"x Stockton, CA 95215 <br /> 25 GA. MTL. STUD Phone: (209) 298-6818 <br /> SEE PLAN BLKG. TO SPAN 20 GA. MIN. 4" LONG 20 GA. TOP TRACK Email: dmworblw@yahoo.com <br /> BETWEEN EXIST. CRIPPLE x 20 GA. STUD <br /> 1x3 WD. TRIM WD. JOISTS SECURE TOP OF BRACE STUDS SECURED TO <br /> EA. SIDE TO NEW OR EXIST. FRMG. JAMB STUD W/ <br /> R-13 UNFACED R-13 UNFACED ��� AS SHOWN W/ (2)#8 SCREWS 4 AT JAMBS <br /> 8 SMS DBL. GA. STUDS Architecture Consulting <br /> SOUND INSUL. SOUND INSUL. 'I SUSP. ACOUST. TILE <br /> CEILING <br /> SECURE TOP OF BRACE sEo AR�y <br /> TO NEW OR EXIST. FRMG. 20 GA. HEADER TRACK---/ 20 GA. COMMON �� \� rt wti's <br /> ALTERNATE FRAMING: ALTERNATE FRAMING: ALTERNATE BRACING: AS SHOWN W� (2)#8 SCREWS - STUDS 0 NOTED <br /> 2x4 WD. STUDS 0 16" 2x4 WD. STUDS 0 16" 2x4 WD. BRACING MIN. EMBED M N 1 0 WOOD, 1" STUD SPACING <br /> O.C. W/ DBL. TOP PLATE O.C. W/ DBL. TOP PLATE * * <br /> & PR. TR. SILL PLATE & PR. TR. SILL PLATE OPENING REN NOV oto2021 <br /> 20 GA. SILL TRACK W/ —, 45— <br /> 0 45-60 DEG <br /> 20 GA. SILL TRACK W/ - - - 3 x25 G . MTL. STUD BRACE 9 = <br /> . MAX. & OVER e <br /> 0.145" MIN. P.DR. PINS 0.145" MIN. P.DR. PINS A STUD 0 96" O.C. MAX. - CUT F e° <br /> 0 24" O.C. MAX. — MIN. 5/8" GYP. BD. EA. 0 24" O.C. MAX. — MIN. 5/8" GYP. BD. EA. FLANGE & BEND WEB TO FORM A �F A0 <br /> NOTEI <br /> 1 1/8" MIN. EMBED. SIDE OF 3 5/8"x20 GA. MTL. 1 1/8" MIN. EMBED. SIDE OF 3 5/8"x20 GA. MTL. MIN. 1" OVERLAP ON RUNNER TRACK, LOCATE GYP. BD. JTS. 8" MIN. FROM 20 GA. SILL <br /> STUDS 0 24" O.C. STUDS 0 24" O.C. SECURE TO TRACK W/ (2)#8 SMS CORNERS OF OPNG. & STAGGER TO TRACK Them arawi re r err of onw Enr <br /> WALL BASE WALL BASE 1 TOP OF WALL DIFFERENT STUDS ON OPPOSITE cgs pro r xptWe,Meand we Rm m <br /> �_ be reproEuttd,tl,en M .b.'P m reuseE WMaur Me expressed <br /> FIN. FLR. FIN. FLR. SIDES FIN. FLR. + + + .rirr.,,<."e."r at gnw ¢„r.rprtiee. <br /> FASTEN TRACK TOE . FASTEN TRACK TOE . <br /> STUD W/ (1)#8 SMS AT NOTE! STUD WV (1)#8 SMS AT NOTE! ALTERNATE FRAMING: <br /> EA. SIDE POWDER DRIVEN PINS SHALL BE EA. SID POWDER DRIVEN PINS SHALL BE 2x4 WD. STUDS 0 16" <br /> HILTI 'X—CR', OR APPROVED HILTI 'X—CR', OR APPROVED O.C. W/ DBL. TOP PLATE <br /> EQUIVALENT EQUIVALENT & PR. TR. SILL PLATE <br /> PONY WALL �1� NEW WALLS �� TOP OF NEW WALLS BRACING r3� WALL FRAMING AT OPENINGS r4� <br /> SCALE: 1 1/2" = 1'-0" AD-1 SCALE: 1 1/2" on 1'-0" AD-1 SCALE: 1 1/2" on T-0" AD-1 <br /> SCALE: NOT TO SCALE — <br /> + EXIST. ROOF SHEATHING & <br /> GYP. BD. i GYP. BD. TRACK NTOOGA. TOP FRAMING <br /> EA. STUD W/ <br /> (1)#8 SMS AT EA. SIDE <br /> 1/2" ------MATCH EXIST. � <br /> W2x FRAMING MIN. 18" LONG #4 DOWELS 0 Project F O I <br /> + <br /> WIDTH 48" O.C. ALONG THE LENGTH - <br /> EOF THE REPAIR W/ 6" MIN. R-13 UNFACED <br /> y. EPDXY EMBEDMENT INTO SOUND INSUL. <br /> EXIST. SLAB: STAGGER DOWEL AG Renovation & <br /> ON EA. SIDE OF THE REPAIR NEW MIN. 4" CONC. POUR <br /> 24" Im rovement <br /> ALTERNATE FRAMING: P <br /> 2x4 WD. STUDS 0 i6" 2769 BoeingWay #100 <br /> EXIST. CONC. SLAB O.C. W/ DBL. TOP PLATE Y r <br /> 16 GA. H.M. FRAME & PR. TR. SILL PLATE Stockton, CA 95206 <br /> /z" GYP. BD EA. Phone: (209) 518-8777 <br /> z z SIDE OF 3 5/8"x20 GA. MTL. <br /> STUDS 0 16' O.C. <br /> EXIST EXIST. WALL BASE - -------_ +� Ir <br /> DOOR / SUBGRADE SUBGRADE FIN. FLR. P I O j, e C I <br /> 1111111-1111111 BACKFILL 1111111=1111111 Herbalife <br /> 1111111=_ =1111111 Tenant Improvement <br /> 1111111 1111111 4120 N. El Dorado Avenue <br /> NOT USED 5 INTERIOR HI MET. DOOR FRAME 6 SLAB REPAIR 7 FULL HEIGHT WALL 6 Stockton, CA 95204 <br /> SCALE: 3" = 1'-0" AD-1 SCALE: 3" no T—O" AD-1 SCALE: 1 1/2" on 1'-0" AD-1 SCALE: 1"=1'-0" AD-1 <br /> Sheet Contents <br /> DETAILS <br /> MATCH EXIST. <br /> ADJACENT EFINISH GYP. BD. DRAWING STATUS DATE <br /> XT. <br /> TACTILE & BRAILLE EXIT SIGNAGE ISSUED 1-18-21 <br /> PER CBC 1011.4 & 11B-703 — - 1 PLAN REVIEW N0. ' <br /> TACTILE CHARACTERS ON SIGNS 1/2" --- MATCH EXIST. <br /> SHALL BE LOCATED 48" MIN. G.I. DRIP EXT. WD. 2x <br /> A.F.F., MEASURED FROM THE FLASH. AT FRAMING WIDTH <br /> BASELINE OF THE LOWEST BRAILLE HEAD <br /> CELLS, & 60" MAX. A.F.F. CONDITION H. MET. <br /> MEASURED FROM THE BASELINE OF DOOR <br /> THE HIGHEST LINE OF RAISED <br /> CHARACTERS <br /> / DOOR SHOE BUILDING PERMIT NO.: 1902581 <br /> —E) 16 GA. H.M. FRAME <br /> DRAWN BY: NED CLAYTON <br /> D/A THRESHOLD, THRESHOLD SET_ <br /> SEE 7/DA-1 IN MASTIC CHECKED BY: DMW <br /> DOOR - TOP OF CONC. SCALE: AS NOTED <br /> WALK W/ 2% FINFLR <br /> MAX. SLOPE . . PROJECT NO.: 20-005 <br /> SHEET: <br /> NOT USED 6 M.O.E. SIGNAGE 9 H.MET. DOOR FRAME10 H. MET. DOOR SILL ED— <br /> ® — <br /> NO SCALE AD-1 SCALE: NOT TO SCALE AD-1 SCALE: 3" = 1'-0" AD 11 SCALE: 3" = T—O" AD-1 <br />