7248 Gall Blvd - Laserfiche WebLink

Browse Search

I II 1 1 11 1 4 I 3 I 2 I 1 1/4" STEEL PLATE @ (2) 3/8" HARDENED STEEL EXISTING EACH CONNECTION "U" BOLTS @EACH CONN. DECK ABOVE CONTINUOUS TRACK TO MATCH WALL STUD CEILING JOIST PER METAL DEPTH. ANCHOR WITH (2) #10 SS TEK SCREWS FRAMING SCHEDULE BELOW TO CEILING JOIST OR (3) #10 FOR 8" STUDS @ 16" O.C. EXISTING #12-24 TEK MAX 5/8" TYPE "X" GYPSUM BOARD. STRUCTURE SCREWS @ MAX TAPE, SAND, PREPARE FOR 16" O.C. FINISH PER SPECS. fn r- w I IJi a RIM JOIST > I co p #12-24 TEK SCREWS 3 5/8" X 18 GA. 'C' CHANNEL EXISTING BAR @ EACH STUD. I TRACK ATTACHED TO STUDS, P1000 UNISTRUT @ 6'-0" CLG HEIGHT F CONDITION) O.C. ATTACH TO TOP FLOATING 1" BELOW ROOF JOIST (VERIFY AS NOTED I ( STRUCTURE IN DEEP'C' N I CHORD OF EXISTING BAR CHANNEL. JOIST (VERIFY CONDITION) AMICO EXPANDED METAL LONG LEG RUNNER TRACK 20 GA DEEP LEG TRACK WITH 2" CEILING ACOUSTICAL TILE SECURITY MESH I W! 2" MIN. VERT. SLOTTED FLANGE. (DEPTH TO MATCH I PROVIDE SINGLE HEAD HOLES ATTACHED TO VERTICAL STUD DEPTH) ATTACH I I TRACK AT SOFFIT STRUCTURE. TO STRUCTURE WITH (2) 0.205" DIA. 5/8" FIBER CEMENT PAF OR (2) #12-24 TEK SCREWS I I CONDITIONS, AND PROVIDE INVENTORY ROOM SIDERD ON @16" O.C. DEEP LEG SLIP TRACK WITH SUSPENDED I I I 1/2" GAP AT FULL HEIGHT 5/8" TYPE "X" GYPSUM BOARD ACOUSTICAL I I WALLS TO STRUCTURE TILE CEILING, io WHERE OCCURS REFER TO A541 I I _ PARTITION AS SPECIFIED METAL STUDS AS SPECIFIED I I STANDARD TRACK WITH (1) METAL STUDS FRAMING I #8 WAFERHEAD SCREW IN Li PER FLOOR PLAN ( I EACH FLANGE OF EACH INVENTORY I I C4 INVENTORY ROOM PARTITION TO CEILING CONNECTION C2 ATTACHMENT TO STRUCTURE C� ATTACHMENT TO STRUCTURE FASTENERS: FOR WALLS TO 10'-0" - BRACE WITH 362S137-33 AT 48" O.C. MAX. ALTERNATE AT PLYWOOD FLOOR (MIN. 3/4" CDX): DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. PROVIDE (2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. FOR WALLS TO 15'-0" -BRACE WITH DOUBLED 362S137-33 AT 48" O.C. MAX. /4 EXISTING ROOF DECK VERIFY AT CIP CONCRETE FLOOR: ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN EXACT CONDITION IN FIELD. PROVIDE HILTI X-DNI .145" O X 1" EMBED (POWDER -ACTUATED FASTENERS PER ES REPORT DOUBLED STUDS TOGETHER WITH NO. 8 SCREWS AT 24" O.C. MAX. AT SINGLE BRACE -FASTEN UNISTRUT P5000 HS @ 6'-0" O.C. AFFIX 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 TO TOP CHORD OF TRUSS W/ UNISTRUT STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. BEAM CLAMPS AT EACH END. NO. 8 SCREWS. SECTION ATTACHED TO AT POST -TENSIONED CONCRETE FLOOR: � UNISTRUT WITH (3) #10 PROVIDE HILTI X-DNI .1450 X 3/4" EMBED (POWER -ACTUATED FASTENERS PER ES REPORT AT DOUBLE BRACE - SCREWS ESR-1663 AT 24" O.C. MAX. STAGGERED FOR 1 LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. B1 FASTEN DOUBLE BRACE TO O Y BEAM CLAMP STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. B ��l _ �� J - o BOTH ANGLES WITH (6) NO. 8 SCREWS THROUGH 00 BRACE AND BOTH ANGLES i METAL STUDS FINISH MATERIALS VARY (PER ES REPORT 4943P), (MAX. WEIGHT EQUAL TO / 3" X 3" X 3" ANGLE 20 GA. Q i MAX. HEIGHT 20'-0". (2) LAYERS GYP. BD. EACH + +\ MIN.), FASTENED TO TRACK ` SIDE PLUS APPLIED AND BRACE PER DETAIL'B' FINISHES ± ♦ a CHANNEL O�� (3) #10 TEK SCREWS. NUT AT SINGLE BRACE - FASTEN ` ` EA. CONN. AT ALL ACOUSTICAL I I ANGLE TO TRACK WITH (4) \ \ PARTITIONS PARTITIONS FINISH MATERIALS VARY � � ( I I 20 GA. MIN. TRACK NO. 8 SCREWS CONT 20 GA BOTTOM TRACKWEIGHT EQUAL TO 2 0 CONTAINING ACOUSTICAL (MAX.( () i I (PER ES REPORT � INSULATION), APPLY A WITH HILTI' X-U SHOT PIN LAYERS GYP. BD. EACH SIDE o WITH 1 1!4" EMBEDMENT AT I I ESR-1042) o AT DOUBLE BRACE -FASTEN FILLET OF ACOUSTICAL PLUS APPLIED FINISHES) I I 9 N (2) ANGLES TO TRACK WITH I �� SEALANT AT BOTTOM BOTTOM TRACK TO SECURE i I J J CORNER OF TRACK, EACH TRACK TO CONCRETE SLAB I I ANGLE 8 SCREWS AT EACH \ \ SIDE, PRIOR TO AT 24" O.C. (ICC ESR 2269) I I APPLICATION OF GYP. BD. (INSTALL PER METAL I METAL STUDS, CUT \ \ FRAMING MANUFACTURER'S I 1/2" SHORT FOR 1/2" EXISTING TRUSS BEYOND. INSTALLATION MANUAL) i i DEFLECTION VERIFY EXACT CONDITIONS. �\\ 3 5/8" X 20 GA. METAL STUD BRACING / I #10 SCREW CONNECTION A SECTION ACROSS PARTITION B SECTION ACROSS BRACING @ 48" O.C. CLIP AND BEND 20 GA. MIN. TRACK I L AT EACH STUD \ \ �\ �\ B4 PARTITION FLOOR CONNECTION TOP OF WALL BRACING DETAIL 61 ATTACHMENT TO STRUCTURE B3 3" = 1'-0" '� PARTITION TYPES I E ERA TES 2 �O�t�TR��TI�I� �?� �ART�T��D� C _ � L �� C1 ` B3 1. G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. IT] 2. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. METAL " I I I 5/8" TYPE "X" GYPSUM 3. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. (UTILITY SINK, STUD — I 5/8" TYPE "X" I 5/8" TYPE 'X I I KITCHENETTE, DRINKING FOUNTAIN, TOILET ROOM, ETC.) BRACING GYPSUM BOARD GYPSUM BOARD I I BOARD (REFERENCE 4. SEE SPECIFICATIONS FOR WALL FINISH INSTRUCTIONS. �-- CEILING JOIST I I III I I LAYERS UL CHART FOR io C4 20 GA METAL STUDS BOARD.) OF GYPSUM _ OR 25 GA 7" III I 20 GA METAL CHANNELS @ 16" O.C. I I I I1- SECURITY MESH UNDERSIDE DE OF DEOCK I I CAP TOP OF WALL CEILING AS � AS SPECIFIED I I I I 20 GA METAL STUDS @ 16" O.C. CEILING AS SPECIFIED I I AS SPECIFIED INSULATION I I STUDS @ 16" O.C. AS SPECIFIED ( I AS SPECIFIED SPECIFIED I I I I I I I I III I I l r INSULATION EXISTING WALL I I I INSULATION AS SPECIFIED I CONSTRUCTION ONS RUCT ON AND/OR I I I I JLJ 11 I I I I AS SPECIFIED METAL STUD WIDTH As I I I I I a 0 SCHEDULED METAL STUD FINISH MATERIALS I I I I WIDTHEDUCED AS SPECIFIED I 5/8" TYPE "X" 5/8" TYPE "X" 5/8" TYPE "X" I 5/8" TYPE "X" Z I I I I GYPSUM BOARD I I GYPSUM BOARD GYPSUM BOARD L GYPSUM BOARD O= I 5/8" CEMENT SECURITY MESH TO I 5/8" CEMENT BOARD BOARD 12'-0" AFF SECURITY MESH TO SECURITY MESH TO PARTITION DESIGNATION 12'-0" AFF OR TO FINISH MATERIALS I 12'-0" AFF OR TO I AS SPECIFIED I I SECURITY MESH I 20 GA METAL STUDS @ CEILING IF IN INVENTORY ( CEILING IF IN INVENTORY 16" O.C. AS SPECIFIED THE PARTITION -TYPE DESIGNATION OR WALL -TYPE 20 GAMETAL STUDS @ B4 I I B4 I B4 I I B4 I I 118 GA METAL I I 16" O.C. AS SPECIFIED DESIGNATION IS A FOUR -UNIT CODE THAT INDICATES 1 2 3 4 STUDS @ 16 O.C. INSULATION AS THE CONFIGURATION, CONSTRUCTION AND AS SPECIFIED I I SPECIFIED I f INSULATION AS SPECIFIED INSULATION OF THE PARTITION AS FOLLOWS: INSULATION EXISTING WALL EXISTING WALL I EXISTING WALL 1. PARTITION TYPES — --- % I I I AS SPECIFIED I CONSTRUCTION CONSTRUCTION t CONSTRUCTION 2. CONSTRUCTION OF PARTITION ♦ ♦ 3. STUD SIZING A B O O O O O O 4. INSULATION O O 4 I 3 I 2 I 1 7AL �R�#11�IR� a+�W��3'111LE SPAN STUD SIZE SSMA# 8'-8" MAX 3-5/8" X 20 GA 362S137-33 9'-5" MAX 3-5/8" X 1$ GA 362S137-43 10'-1" MAX 6" X 20 GA 600S137-33 10'-11" MAX 6" X 18 GA 600S137-43 16'-9" MAX 8" X 16 GA 800S162-54 FIRE RESISTANCE UL U-419 RATING LAYERS INSULATION 1 HOUR 1 LAYER OPTIONAL 2 HOUR 2 LAYERS OPTIONAL 3 HOUR 3 LAYERS OPTIONAL 4 HOUR 4 LAYERS OPTIONAL �TUU Slt�� TAG DESCRIPTION E EXISTING 1 1 5/8" METAL STUD 3 3 5/8" METAL STUD 6 6" METAL STUD Z 1" 25 GA. "Z" CHANNEL 4 # "INSULATION TAG DESCRIPTION A SOUND ATTENUATION BATT INSULATION T THERMAL BATT INSULATION R RIGID THERMAL INSULATION E EXISTING X NO INSULATION CAVITY FILL G GROUTED SOLID • 12920 SE 38th STREET BELLEVUE, WA 98006 www.T-Mobile.com COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK'UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 UBA. AS AMENDED JANUARV 2003. THE PROTECTION INCLUDES. WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION. UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION. BUILDING SEIZURE, AND/OR MONETARY LIABILITY. ARCHITECTOF FLo rmUzioN i 9096 EAST BAHIA DRIVE SUITE 103 SCOTTSDALE, AZ 85260 DESIGN@FUZIONVE.COM VVWVV.FUZIONVE.COM VENDOR PROJECT N0: 21.11.212680 r4SIR A501 y CONSULTING ENGINEER: N Q W�� Z WPM Q M C� J J = J LL V W otS � mtiN � m IJ 00 N J J = = W J J a DATE: Februa 5, 2022 SCALE: AS NOTED DRAWN BY: LEO V. SAP NUMBER: CORPORATE TENANT REBUILD LDC SHEET TITLE: PARTITION DETAILS SHEET NUMBER: