|
4 I 3 2
<br />01
<br />1/4" STEEL PLATE @, (2) 3/8" HARDENED STEEL EXISTING
<br />EACH CONNECTION "U" BOLTS EACH CONN. DECKABOVE
<br />CONTINUOUS TRACK TO MATCH WALL STUD CEILING JOIST PER METAL
<br />DEPTH. ANCHOR WITH (2) #10 SS TEK SCREWS FRAMING SCHEDULE BELOW
<br />TO CEILING JOIST OR (3) #10 FOR 8" STUDS @ 16" O.C. EXISTING #12-24TEK 3/4'-' 3/4"
<br />5/8" TYPE "X" GYPSUM BOARD. STRUCTURE—\ SCREWS @ J MAX MAX
<br />TAPE, SAND, PREPARE FOR 1 0. C.
<br />FINISH PER SPECS.
<br />LL a-
<br />U)
<br />t Lu
<br />RIM JOIST #12-24 TEK SCREWS 3 5/8" X 18 GA. 'C' CHANNEL
<br />EACH STUD. TRACK ATTACHED TO STUDS, EXISTING BAR P1000 UNISTRUT @ &-0"
<br />FLOATING I" BELOW ROOF JOIST (VERIFY O.C. ATTACH TO TOP
<br />CHORD OF EXISTING BAR
<br />CLG HEIGHT =0 STRUCTURE IN DEEP'C' CONDITION)
<br />AS NOTED CHANNEL. JOIST (VERIFY CONDITION)
<br />ACOUSTICAL TILE AMICO EXPANDED METAL LONG LEG RUNNER TRACK 20 GA DEEP LEG TRACK WITH 2"
<br />CEILING SECURITY MESH W/ 2" MIN. VERT. SLOTTED FLANGE. (DEPTH TO MATCH PROVIDE SINGLE HEAD
<br />HOLES ATTACHED TO VERTICAL STUD DEPTH) ATTACH
<br />STRUCTURE. TO STRUCTURE WITH (2) 0.205" DIA. TRACK AT SOFFIT
<br />PAF OR (2) #12-24 TEK SCREWS CONDITIONS, AND PROVIDE
<br />5/8" FIBER CEMENT BOARD ON DEEP LEG SLIP TRACK WITH
<br />@16" O.C.
<br />INVENTORY ROOM SIDE 1/2" GAP AT FULL HEIGHT
<br />SUSPENDED WALLS TO STRUCTURE
<br />A A
<br />ACOUSTICAL
<br />5/8" TYPE "X" GYPSUM BOARD
<br />TILE CEILING, CQ
<br />WHERE OCCURS
<br />SSMA#
<br />REFER TO A541
<br />STUD SIZE
<br />METAL STUDS AS SPECIFIED STANDARD TRACK WITH (1)
<br />#8 WAFERHIEAD SCREW IN
<br />PARTITION AS SPECIFIED 8- -516" X 20 GA 3625I37-33 METAL STUDS FRAMING
<br />PER FLOOR PLAN
<br />EACH FLANGE OF EACH
<br />362SI37-43
<br />9'-5" MAX 3-5/8" X 18 GA
<br />Fl F _V MAX 6" X 20 GA �600SI37-33
<br />NVENTORY 10'-1 1" MAX 6" X 18 GA 1600SI37-43
<br />I M
<br />16- MAX80OS162-54
<br />ATTACHMENT TO STRUCTURE (TOP CHORD OF STEEL VVI SLIP TRACK)
<br />cl 1 1/2" = V-0"
<br />FASTENERS: FOR FAIALLS TO I U-0" - BRACE VVITH 362SI 37-33 AT 48" O.C. MAX. ALTERNATE
<br />AT PLYWOOD FLOOR (MIN. 3/4" CDX): DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE.
<br />PROVIDE (2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C= MAX,. STAGGERED FOR (1) LAYER GYP. BD.
<br />EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. FOR tAIALLS TO 16-0" -BRACE WITH DOUBLED 3625I37-33 AT 48" O.C. MAX. A EXISTING ROOF DECK VERIFY
<br />AT CIP CONCRETE FLOOR: ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN EXACT CONDITION IN FIELD. UNISTRUT P5000 HS g 6'-0" O.C. AFFIX
<br />PROVIDE HILTI X-DNI A45"OX I" EMBED (POWDER -ACTUATED FASTENERS PER ES REPORT DOUBLED STUDS TOGETHER WITH NO. 8 SCREWS-AT-24" O.C. MAX. AT SINGLE BRACE - FASTEN TO TOP CHORD OF TRUSS W1 UNISTRUT
<br />ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. ANGLE TO BRACE WITH (3) 3-5/8" X 20 GA. MET. STUD
<br />STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. NO. 8 SCREWS. SECTION ATTACHED TO BEAM CLAMPS AT EACH END.
<br />UNISTRUT WITH (3) #10
<br />AT POST -TENSIONED CONCRETE FLOOR: AT DOUBLE BRACE - SCREWS
<br />PROVIDE HILTI X-DNI.1450 X 3/4" EMBED (POWER -ACTUATED FASTENERS PER Es REPORT B1 FASTEN DOUBLE BRACE TO BEAM CLAMP
<br />ESR-1663) AT 24"O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. BOTH ANGLES WITH (6) NO.
<br />STAGGERED FOR (2) LAYERS GYP, BD. EACH SIDE. IL 8 SCREWS THROUGH
<br />�0 BRACE AND BOTH ANGLES
<br />FETAL STUDS FINISH MATERIALS VARY z
<br />(PER ES REPORT 4943P), (MAX. WEIGHT EQUAL TO 3" X 3" X 3" ANGLE (20 GA. <
<br />4�\ MIN.), FASTENED TO TRACK c/)
<br />MAX. HEIGHT 20'-0". (2) LAYERS GYP. BID. EACH /+ +
<br /><0
<br />SIDE PLUS APPLIED AND BRACE PER DETAIL'B' --CHANNEL
<br />+
<br />FINISHES NUT
<br />(3) #10 TEK SCREWS.
<br />-FASTEN EA. CONN.
<br />AT SINGLE BRACE
<br />ANGLE TO TRACK WITH (4)
<br />AT ALL ACOUSTICAL
<br />FINISH MATERIALS VARY
<br />:E NO. 8 SCREWS
<br />PARTITIONS (PARTITIONS 20 GA. MIN. TRACK
<br />CONT 20 GA BOTTOM TRACK (MAX. WEIGHT EQUAL TO (2) (PER ES REPORT
<br />CONTAINING ACOUSTICAL
<br />WITH HILTI'X-U SHOT PIN LAYERS GYP. BD. EACH SIDE ESR-1042) b AT DOUBLE BRACE - FASTEN
<br />INSULATION), APPLY A
<br />C? 0 TRACK WITH
<br />FILLET OF ACOUSTICAL WITH 1 1/4" EMBEDMENT AT PLUS APPLIED FINISHES) (2) ANGLES T H
<br />BOTTOM TRACK TO SECURE
<br />SEALANT AT BOTTOM (4) NO. 8 SCREWS AT EACH
<br />CORNER OF TRACK, EACH TRACK TO CONCRETE SLAB ANGLE
<br />AT 24" O.C.(ICC ESR 2269)
<br />SIDE, PRIOR TO METAL STUDS, CUT
<br />EXISTING TRUSS BEYOND.
<br />APPLICATION OF GYP. BD. (INSTALL PER METAL 1/2" SHORT FOR 1/2"
<br />FRAMING MANUFACTURER'S DEFLECTION VERIFY EXACT CONDITIONS.
<br />INSTALLATION MANUAL)
<br />3 5/8" X 20 GA. METAL STUD BRACING
<br />0 SCREW CONNECTION (�>�Tl�ONAIqROSS PARTITION @ 48" O.C. CLIP AND BEND
<br />20 GA. MIN. TRACK AT EACH STUD
<br />L. L
<br />PARTITION FLOOR CONNECTION ATTACHMENT TO STRUCTURE
<br />0
<br />W,
<br />E NW 3,,
<br />1. G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY
<br />DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS.
<br />2. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS.
<br />METAL 5/8" TYPE "X" GYPSUM 3� PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. (UTILITY SINK,
<br />STUD 5/8'TYPE "X" 5/8" TYPE "X" KITCHENETTE, DRINKING FOUNTAIN, TOILET ROOM, ETC.)
<br />GYPSUM BOARD BOARD REFERENCE 4. SEE SPECIFICATIONS FOR WALL FINISH INSTRUCTIONS.
<br />BRACING GYPSUM BOARD UL CHART FOR
<br />CEILING JOIST I IIILAYERS OF GYPSUM
<br />20 GA METAL STUDS BOARD.)
<br />C4III OR 25 GA 7"
<br />Tleaff" "N",,
<br />SECURITY MESH UP
<br />TT Zi:d CHANNELS @ 16" O.C. r
<br />TO 12'-0" AFF
<br />20 GA METAL AS SPECIFIED
<br />CAP TOP OF WALL CEILING AS STUDS @ 16" O.C. 20 GA METAL ;CRIPTIOt'l CRIPTION
<br />SPECIFIED AS SPECIFIED INSULATION STUDS @ 16" O.C.
<br />CEILING AS AS SPECIFIED 1 .1 AS SPECIFIED ATTENUATION BATT
<br />SPECIFIED E EXISTING INSULATION
<br />EX
<br />INSULATION CONSTRUCTION AN INSULATION1 1 5/8" METAL STUD T THERMAL BATT INSULATION
<br />AS SPECIFIED
<br />STOREFRONT GLAZING I I I R RIGID THERMAL INSULATION
<br />EXISTING WALL
<br />METAL STUD AND/OR I AS SPECIFIED 3 3 5/8" METAL STUD
<br />WIDTH AS E EXISTING
<br />SCHEDULED 6 6" METAL STUD
<br />METAL STUD X NO INSULATION CAVITY FILL
<br />FINISH MATERIALS WIDTH AS z 1" 25 GA. 7" CHANNEL
<br />SCHEDULED ..r G GROUTED SOLID
<br />5/8" TYPE "X" FU RR OUT 5/8" TYPE "X" 5/8" TYPE "X"
<br />AS SPECIFIED : 1: : , GYPSUM BOARD
<br />GYPSUM BOARD GYPSUM BOARD UP TO 6"
<br />a"a"�,"I"c'- n
<br />ABOVE GRID OR TO DECK FIRE RESISTANCE
<br />•
<br />IF NO GRID
<br />518" CEMENT SECURITY MESH UP UL U-419kf
<br />BOARD SECURITY MESH UP TO 12'-0" AFF
<br />• FINISH MATERIALS TO 12'-0" AFF RATING LAYERS INSULATION
<br />SECURITY MESH
<br />AS SPECIFIED -TYPE DESIGNATION OR WALL -TYPE
<br />20 GA METAL STUDS Ca THE PARTITION
<br />--18 GA METAL 161, O.C. 1, 1 tx
<br />B4 4 B4 I
<br />5/8" CEMENT BOARD I HOUR 1 LAYER OPTIONAL DESIGNATION IS A FOUR -UNIT CODE THAT INDICATES -,F
<br />I Y, 01
<br />STUDS @ 16"
<br />O.G.
<br />THE CONFIGURATION, CONSTRUCTION AND 1��,i �mzll-
<br />2 HOUR 2 LAYERS OPTIONAL FOR PL MIT
<br />AS SPECIFIED INSULATION OF THE PARTITION AS FOLLOWS: REV�E ED
<br />INSULATION AS
<br />SPECIFIED EXISTING WALL 3 HOUR 3 LAYERS OPTIONAL
<br />CONSTRUCTION
<br />1. PARTITION TYPES
<br />INSULATION
<br />2. CONSTRUCTION OF PARTITION
<br />EXISTING WALL 4 HOUR 4 LAYERS OPTIONAL
<br />AS SPECIFIED CONSTRUCTION 'X, 3. STUD SIZING
<br />L7 4. INSULATION
<br />L -c
<br />'1224 TEK T
<br />STRUCTURE \—\ SCREWS
<br />@ 0. C.
<br />�R y
<br />4 I 3 2
<br />T Mob I"le
<br />12920 SE 38th STREET
<br />BELLEVUE, kiVA 98006
<br />www.T-Mobilemm
<br />COPYRIGHT NOTICE:
<br />THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO
<br />COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF
<br />THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED JANUARY 2003. THE PROTECTION
<br />INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND
<br />COMPOSIT{ON OF SPACES AND ELENIEPITS OF THE DESIGN. UNDER SUCF!
<br />PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS
<br />MAY RESULT iN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AN IOR
<br />MONETARY LIABILITY.
<br />ARCHITECT:
<br />cmsu,,-mrl
<br />1=1 u nzz 2056 8yors R�id
<br />� mi burg, 0-1110 45342
<br />Aminhle, c-,, lmn,,,:;�, R8,14141%04.7700
<br />A
<br />11 m WA
<br />8007
<br />REGISTERED
<br />AKA -NTECT
<br />avj 4
<br />DONALI RETHMAN
<br />STATE OF WASHINGTON
<br />07/06/21
<br />CONSULTING ENGINEER:
<br />
|