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<br />SCALE. I.T.S.
<br />16 GA. "XC"
<br />2 #12 SCREWS
<br />TOP AND BOTTOM
<br />CONT. 6%14 GA.
<br />PLATE
<br />xi--jpt mu ern. i��ACK CHANNEL
<br />STIFFENERS WELDED TO
<br />CONTINUOUS PLATE AS Si -SOWN
<br />1/2" MAX. (TYP.)
<br />4"A-1/4"06 GA. PRE -DRILL
<br />TRACK CHANNEL CONT. 6%14" GA.
<br />STIFFENERS WELDED PLATE MIN.
<br />TO CONT. PLATE 3 STUD BAYS
<br />AS SHOWN PER ATTACHMENT
<br />2#12 F.H.S.M.S.
<br />@ TOP AND
<br />BOTTOM OF 14GA.
<br />PLATE PRE -DRILL
<br />NOTES.
<br />1. PROVIDE BACKING PLATE FOR ALL GRAB BARS.
<br />2. USE #12 SELF -TAPPING SHT. MTL. SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE.
<br />3. WALL STUD FLANGES ARE CONTINUOUS.
<br />4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER REQUIRED.
<br />BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS.
<br />�'� ,fir � A009,01
<br />�.` ` � � ;' ,�itl
<br />?;
<br />..,._ , ate.... . � _ q ,. ra _ � o�. .. .�. .. > ,
<br />SCALE: N.T.S.
<br />�L
<br />EXISTING FINISH
<br />1 3/6" INSIDE RADIUS
<br />1 1/4"-1 1/2" O.D.
<br />STAINLESS STEEL TUBING W/
<br />1/E" THK. X 3" 0 FLANGES
<br />FASTEN TO BACKING PLATE
<br />AS REQUIRED
<br />BACKING PLATE,
<br />SEE DETAIL 5/A9.1
<br />NOTES:
<br />1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OR THE SHAPE SHALL
<br />PROVIDE AN EQUIVALENT GRIPPING SURFACE.
<br />2. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1
<br />1/2„
<br />3. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.
<br />4. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/6"
<br />5. THE STRUCTURAL STRENGTH OF GRAB BARS,
<br />6. FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS:
<br />A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FORM THE APPLICATION OF A
<br />300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT.
<br />B. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LESS THAN
<br />IHE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER
<br />SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESS SHALL NOT EXCEED THE
<br />ALLOWABLE SHEAR STRESS.
<br />C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE
<br />LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING
<br />STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD,
<br />D. IENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250e-LB. POINT LOAD, PLUS THE MAXIMUM
<br />MOMENT FROM THE APPLICATION OF A 300-LB. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD
<br />BETWEEN THE FASTENER AND SUPPORTING STRUCTURE.
<br />E. GRAB EARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
<br />SCALE. N.T.S.
<br />FIRE ALARM
<br />STROBE
<br />ALL LAVATORIES MUST HAVE A
<br />SWITCHES RECEPTACLE THERMOSTAT TOWEL COMBINATION FAUCET CAPABLE OF
<br />DISPENSER & SUPPLYING WARM WATER FOR A MIN.
<br />WASTE OF 15 SEC.
<br />RECEPTACLE
<br />W E�,� WALL-MTD
<br />o a ® _ MAXI SOAP DISP
<br />Ll:
<br />WALL-MTD SOAP DISP -I mj -ICDm Li® 6
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<br />MAX.
<br />COMPOSITE DESIGN! FOR NON-STRUCTURAL STEEL PARTITIONS
<br />30 MILS STUDS @ 5 PSF
<br />(25 GA NOMINAL)
<br />33 MILS STUDS @ 5 PSF
<br />(20 GA NOMINAL)
<br />STUD SIZE
<br />STUD
<br />SPACING
<br />LIMITING WALL
<br />HEIGHT
<br />STUD SIZE
<br />SPACING
<br />STUD
<br />HEIGHT
<br />LIMITING WALL
<br />1625125
<br />(1-5/8")
<br />12"
<br />9'-11"
<br />1625125
<br />(1-5/8")
<br />12"
<br />10'-4"
<br />16"
<br />9'-2"
<br />16"
<br />9'-8"
<br />24"
<br />6"-3„
<br />24"
<br />$9-91,
<br />250S125
<br />(2-1/2")
<br />12"
<br />13'-2"
<br />250S125
<br />(2-1/2")
<br />12"
<br />13'-11"
<br />16"
<br />12'-1„
<br />16"
<br />12'-10"--
<br />24„
<br />10'-9"
<br />24"
<br />ll'-7"
<br />350SI25
<br />(3-5/8")
<br />12"
<br />17'-1"
<br />3625125
<br />(3-5/8")
<br />12"
<br />17'-10"
<br />16"
<br />15' -8„
<br />16"
<br />16'-5"
<br />24"
<br />14'm-0„
<br />24"
<br />14'-9"
<br />400SI25
<br />(4")
<br />12"
<br />19'-0'
<br />400SI25
<br />(4")
<br />12"
<br />i9'®ll"
<br />16"
<br />17'-6"
<br />16"
<br />16'-4"
<br />24;a
<br />15 -7"
<br />24"
<br />16'-5" e
<br />60OS125
<br />(6")
<br />12"
<br />25'-6"
<br />60OS125
<br />(6")
<br />12`°
<br />26'-9"
<br />16"
<br />23'-2"
<br />16"
<br />24'-6"
<br />24"
<br />20'-3"
<br />24"
<br />21'-7"
<br />SCALE: N.T.S.
<br />SOUND ATTENUATION BLANKET \ \
<br />\
<br />ROCKWOOL \ \
<br />(PER SCHEDULE BELOW) \,
<br />u, � I
<br />aL'j v
<br />0
<br />SCHEDULED CEILING,
<br />SEE RCP, TYPICAL
<br />5/6" Q.UIETROCK ES GWB 4N INTERIOR
<br />ROOM SIDE TO UNDERSIDE OF GWB LID
<br />(PER SCHEDULE BELOW) RESTROOM SIDE
<br />SCHEDULED FLOOR FINISH,
<br />TYPICAL �.
<br />METAL STUD TRACK,
<br />TYPICAL
<br />OFFICE
<br />FASTEN BOTTOM OF STUDS TO CONIC W/
<br />0.145" 0 HILTI X-DNI POWDER ACTUATED
<br />FASTENERS @ 16" O.C.
<br />W/ 1" MIN. EMBEDMENT, TYPICAL
<br />SCHEDULED BASE EACH SIDE
<br />SEALANT EACH SIDE, TYPICAL
<br />SCALE. N.T.S. TO UNDERSIDE OF GW13 LID
<br />2'-0" SOUND ATTENUATION BLANKET
<br />ROCKWOOL ON EACH SIDE,
<br />(PER SCHEDULE BELOW)
<br />SCHEDULED CEILING,
<br />SEE RCP, TYPICAL
<br />SCHEDULED FLOOR FINISH,
<br />TYPICAL SCHEDULED BASE
<br />SEALANT, TYPICAL
<br />METAL STUD TRACK,----' 1FASTEN BOTTOM OF STUDS TO CONC
<br />TYPICAL W/ 0.145"0 HILTI X-DNI POWDER
<br />ACTUATED FASTENERS @ 16" O.C.
<br />W/ 1" MIN. EMBEDMENT, TYPICAL
<br />1 TYPICAL (NO ROCKWOOL
<br />1A SIM TO TYPE 1 PLUS ROCKWO01;
<br />FULL HEIGHT WALL (TYPE
<br />SCALE: N.T.S. TO UNDERSIDE E ACT CEILING
<br />METAL STUD TRACK &
<br />RUNNER
<br />5/6" GWB EACH SIDE
<br />ON METAL STUDS PER LGMF MANUAL
<br />AND SCHEDULE. VERIFY WALL DEPTH
<br />WITH ELEC FIREPLACE SPEC.
<br />12
<br />SCHEDULED FLOOR FINISH, A9.1
<br />SCHEDULED BASE
<br />TYPICAL
<br />SEALANT, TYPICAL
<br />METAL STUD TRACK,
<br />FASTEN BOTTOM OF STUDS TO CONIC
<br />TYPICAL
<br />W/ 0.145" 0 HILTI X-DNI POWDER
<br />ACTUATED FASTENERS @ 16" O.C.
<br />W/ 1" MIN. EMBEDMENT, TYPICAL
<br />5/8" GWB EACH SIDE ON 3 5/8" METAL
<br />STUDS PER LGMF MANUAL AND SCHEDULE,
<br />PLUS SOUND ATTENUATION BLANKET
<br />ROCKWOOL (PER SCHEDULE BELOW)
<br />USE 5/8" QUIEIROCK ES GWB ON ONE SIDE
<br />(AS APPLICABLE)
<br />AT SHEAR BEARING WAILS: SEE STRUCTURAL
<br />DRAWINGS FOR ADDITIONAL LAYERS OF 5/8"
<br />TYPE 'X' SHEATHING INSTALLED EACH SIDE
<br />OF STUDS FOR 2 HOUR FIRE -RESISTANCE
<br />CONSTRUCTION (SEE SHEET A1.1).
<br />SEALANT EACH SIDE, TYPICAL
<br />HAND
<br />LIGHT STCH: DOTTED LINE INDICATES
<br />LOCATION OF LARGER PLATE IF NEEDED
<br />FOR MORE STCHES
<br />THERMOSTAT
<br />HARDWARE SET AS
<br />SCHEDULED
<br />NOTE: LOCATE ELECTRICAL &
<br />TELEPHONE MALL OUTLETS & SITCH
<br />PLATES @ NEAREST STUD FROM
<br />SCALED LOCATION ON PLAN UNLESS
<br />OTHERNISE SPECIFICALLY NOTED,
<br />DUPLEX OUTLET
<br />WALL TELEPHONE OUTLET
<br />FINISH FLOOR
<br />g
<br />M 1
<br />3 d
<br />�x
<br />�t t
<br />t
<br />Y
<br />£nw
<br />1
<br />CONT ACOUS SEALANT EACH SIDE,
<br />TYPICAL
<br />SOUND ATTENUATION BLANKET
<br />OCKWOOL
<br />(PER SCHEDULE BELOW)
<br />SCHEDULED CEILING,—!
<br />SEE RCP, TYPICAL
<br />5/8" QUIETROCK ES GWB ON INTERIOR
<br />ROOM SIDE TO UNDERSIDE OF GWB LID RESTROOM SIDE
<br />(PER SCHEDULE BELOW)
<br />SCHEDULED FLOOR FINISH,
<br />TYPICAL
<br />METAL STUD TRACK,
<br />TYPICAL
<br />g SCALE: N.T.S. TO UNDERSIDE OF STRUCTURE
<br />It 3/16 X 3 X6 W/2 - #12
<br />v 4 7 Mll croculc
<br />SCALE. N I S
<br />SCHEDULED TOP CAP TRIM, -TYP
<br />1/6" REVEAL REGLET
<br />2x WOOD NAILER
<br />METAL STUD TRACK & RUNNER
<br />0
<br />TS 2 X 2 X 3/16 @ 5'-0" MAX.
<br />O.C. & AT ENDS OF WALLS (CAN
<br />HOLD 5' AWAY FROM PARTITION
<br />INTERSECTIONS)
<br />—METAL STUDS PER WALL TYPE
<br />— FINISH PER WALL TYPE
<br />3/16
<br />10448
<br />REGISTERED
<br />ARCHITECT
<br />�>�
<br />JAMIE THENDA
<br />STATE GF WASHINGTON
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<br />REVISIONS
<br />NO. DATE
<br />BY
<br />Al
<br />A
<br />A
<br />A
<br />a
<br />A
<br />ISSUE DATES
<br />DESIGN
<br />APPROVAL:
<br />PERMIT
<br />SUBMITTAL:
<br />PERMIT
<br />RECEIVED:
<br />BID DOCS:
<br />CONSTR.
<br />DOCS:
<br />24"x36" SCALE:
<br />AS NOTED
<br />ED
<br />PLOT DA E:
<br />01-20-2022
<br />CAD FILE:
<br />21-1 f6 A9.x
<br />JOB NUMBER:
<br />21-176
<br />CHECKED:
<br />DRAWN:
<br />TP
<br />STATUS:
<br />PERMIT SE I
<br />
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