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EXISTING STRUCTURAL 2 <br /> COLUMN A511 A511 <br /> 2'-0„ FIRE—CAULK ALL PIPING 2 _ <br /> 4 W AND CONDUIT PENETRATIONS <br /> 3 " PLYWOOD A511 A511 <br /> / / TO 2—HR RATING, TYP. <br /> P.LAM FACE <br /> +I U <br /> I <br /> I <br /> N <br /> EXISTING PIPING MOUNTED E (STING CONDUIT NEW 2 1/2" C—H STUDS <br /> ON UNISTRUT M UNTED ON UNISTRUT W/(2) LAYERS 5/8" <br /> TYPE 'X' GWB AT EXT. FACE <br /> 16'-8" ± 8'-4" ± AND (1) LAYER 1" TYPE 'X' <br /> GWB AT INTERIOR FACE. <br /> TINSTALL <br /> RACE. FIRE TAPE AND MUD FOR <br /> AT ALL 2—HR RATING. FINISH TO <br /> ES MATCH EXISTING. <br /> ERY 5'+.FACEWITHP.LuTALL N PLAN AT 2-HRSOFFIT ENCLOSURE A511 A511 B <br /> FACE WITH P.LAM AT ALL <br /> EXPOSED SURFACES SCALE: 1" - 1'-0" 'Al6 A511 <br /> FIELD VERIFY DIMENSIONS AGAINST U U <br /> 2 EXISTING CONDITIONS. ENSURE ADEQUATE <br /> CLEARANCE AROUND CONDUIT AND PIPING. <br /> FINISH FLOOR <br /> FIRE-CAULK ALL PIPING <br /> AND CONDUIT PENETRATIONS EXISTING STRUCTURAL EXISTING STRUCTURAL <br /> NOTES: TO 2-HR RATING, TYP. COLUMN COLUMN <br /> 1. PROVIDE BLOCKING AS REQUIRED AS REQUIRED <br /> OR RE-USE EXISTING IF APPROPRIATE. EXISTING PIPING MOUNTED EXISTING PIPING MOUNTED <br /> ON UNISTRUT EXISTING CONDUIT ON UNISTRUT <br /> MOUNTED ON UNISTRUT SLOPE TOP TO DRAIN f3'- <br /> 6 ± <br /> SECTION WORK COUNTER KN <br /> SCALE: N.T.S. A10 A511 <br /> -- —`L---------J---- LIFT-1 --_S <br /> --- -IC---------C---- LIIIC--IC- <br /> __= CICC_CCCCCC_C_C_CC_C_C_C_CLIIICC_C_ICC_S\\\ EXISTING CONDUIT <br /> --- -IC---------------LIIIC-JC- \ <br /> == __________�____ ='II==='�=5�0\O\\ MOUNTED ON UNISTRUT <br /> --- -IC---------C----LIIIC-JC <br /> B --- -IC---------------LIIIC-JCC \ <br /> _'__________�___===III===1==��\\O\\\\\\\\ <br /> -IC--------- \�\�\\\\\� <br /> --- -IC-------------- LIIIC--IC-S\\ �\� <br /> --- CIC---------C---- LIIIC--IC- \\\\\\\\\ <br /> ------___ ___= T-ITT ...........= = \O\O\\\o\00\0\ +I <br /> O\\00\\OO\\ NEW 2 1/2" C—H STUDS <br /> O\O\\\\\\\\\\\\\ W/(2) LAYERS 5/8" <br /> vvv�vv�v�v�vOv�v�vpv <br /> O\O\\O\\\ TYPE 'X' GWB AT EXT. FACE <br /> AND (1) LAYER 1" TYPE 'X' <br /> nnnnnnnnnnnnn �l GWB AT INTERIOR FACE. <br /> FIRE TAPE AND MUD FOR <br /> =1111 i m ii I itt F F 2—HR RATING. FINISH TO <br /> MATCH EXISTING. <br /> I I I II II III III II II II III II II <br /> I I I II II 111111 II II II III II II 1 <br /> I I I II II 111111 II II II III II II <br /> 111111 P 111 P 1111 1 <br /> 3 5/8" X 18 GA. STEEL <br /> BRACE AT 24" O.C. <br /> IP <br /> +I <br /> PROVIDE U—CHANNEL W/ <br /> i6'-8" ± 8'-4" ± 1/2"4 HILTI KWIK BOLT TZ2 <br /> OR EQUIVALENT ANCHORS <br /> INTO EXISTING CMU WALL, <br /> NEW 2 1/2" C—H STUDS SPACED AT 18" O.C. EMBED <br /> W/(2) LAYERS 5/8" ". <br /> TYPE 'X' GWB AT EXT. FACE <br /> AND (1) LAYER 1" TYPE 'X' <br /> GWB AT INTERIOR FACE. IIII 11 I IIIA(((( <br /> FIRE TAPE AND MUD FOR a1ILItt1lrlrrl1LLLLJ <br /> III 111111 II II II III II <br /> 2—HR RATING. FINISH TO <br /> MATCH EXI <br /> I L� 2"± <br /> ELEVATION AT 2-HR SOFFIT ENCLOSURE SECTION SECTION <br /> SCALE: 1" = 1'-O" A511 A511 SCALE: 1" = 1'-0" A511 A511 SCALE: 1" - 1'-0" A511 A511 <br /> 07.08.2022 rolluda architects <br /> ISSUE FOR CONSTRUCTION architecture plenningainteriordesign <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATEDRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ACCEPTABILITY E.CRANSTON 07.03.18 CASEWORK DETAILS 1785915 B 07.08.22 <br /> RESTROOM REPAIR AND UPGRADES 125127_C/ROLLUDA 10.26.12 ssoa GISTERED THIS DESIGN AND/OR CHECKED <br /> SPECIFICATION IS APPROVED SHEET N <br /> A 45-004 MISCELLANEOUS SYSTEMS 1786915 C ROLLUD 12.09.21 A HITECT N TITLE 45-004 HAZARDOUS BOUNDARY ZONE IMPACT A511 <br /> / BOE/A/G APPROVED BY DEPT. DATE <br /> B 45-004 HAZARDOUS BOUNDARY ZONE IMPACT 1786915 C/ROLLUD 07.08.22 IC C CHECKED <br /> ' STATE OF WASHINGTOP. APPROVED BUILDING 45-04 JOB NO. 1786915 COMP NO. <br /> APPROVEDARCHITECTURAL MASTER -- EVERETT, WA Dwc No. 45-004-A511 <br />