Loading...
APPROVED BLD BLD2024-1207 Red line supply and return locations (2)1 2 3 4 5 6 7 8 9 10 SHEET INDEX 11 w U m a PROJECT NOTES HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF TGB ARCHITECTS AND ARE NOT TO BE COPIED OR REUSED FOR ANY OTHER PROJECT. 2. DRAWINGS HAVE BEEN PREPARED FROM DATA AND DRAWINGS PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY. THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED HEREIN. 3. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT ARE CONTRARY TO THOSE REPRESENTED WITHIN THE DRAWINGS OR WHERE DIMENSIONS VARY GREATER THAN 2" THAN THOSE SHOWN IN DRAWINGS. 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR INFECTION CONTROL DURING COURSE OF CONSTRUCTION WITH OWNER PRIOR TO COMMENCEMENT OF WORK. 5. PROVIDE 24" SQUARE ACCESS PANELS OR OF SIZES REQUIRED WHERE PLUMBING AND HEATING VALVES, WATER SWITCHES, OXYGEN PRESSURE SWITCHES, VENTILATION SPUTTER DAMPERS, ETC. ARE SHOWN ON PLUMBING AND MECHANICAL DRAWINGS. SUCH ACCESS PANELS TO BE INSTALLED IN THE FOLLOWING:A) GWBBOARD CEILINGS) METAL STUD AND MASONRY PARTITIONS. 6. WALL ASSEMBLIES MUST BE MAINTAINED AT ALL RECESSED FIRE EXTINGUISHER CABINETS AND ALL RECESSED EQUIPMENT. 7. PROVIDE FIRE EXTINGUISHER CABINETS OF THE TYPE SPECIFIED. REFER TO FLOOR PLAN(S) FOR LOCATIONS. 8. ALL SHAFT PARTITIONS EXTEND FROM FLOOR SLAB TO UNDERSIDE OF SLAB ABOVE. EXPOSED BEAMS WITHIN SHAFTS ARE TO BE FIREPROOFED WITH 2-HOUR GWBBOARD ENCLOSURE. 9. THE FIRE RATINGS OF ALL FIRE RATED PARTITIONS WILL BE STENCILED ABOVE CEILINGS, EACH SIDE OF PARTITIONS, BOTH SIDES OF CORRIDORS AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 10. ALL GWB IS 5/8" TYPE'X' UNLESS NOTED OTHERWISE. 11. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. 12. ALL SUBSTRATES ARE TO BE SMOOTH PRIOR TO INSTALLATION OF FINISHES. 13. ALL WORK AND MATERIALS TO CONFORM TO FACILITY STANDARDS. PROJECT TEAM OWNER: HEALTHCARE REALTY 3310 WEST END AVENUE, SUITE 700 NASHVILLE, TN 37203 TENANT: SOUTH HILL PAIN ARCHITECT: TGB ARCHITECTS 21911 76TH AVE W, SUITE 210 EDMONDS, WA 98026 i 3 3 S� 1 1 J pFCFeFZ Y LING ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED GENERAL G0.00 COVER SHEET G0.21 LIFE SAFETY PLANS G0.22 PARTITION TYPES-UL DESIGN 419 ASSEMBLY G0.23 CONSTRUCTION ASSEMBLIES ARCHITECTURAL A1.01 DEMO & NEW PLANS - FLOOR & CEILING - LEVEL 1 A1.51 FINISH & FF&E PLAN - LEVEL 1 A6.01 INTERIOR ELEVATIONS A7.00 PARTITIONS, CEILINGS & DOOR SCHEDULES & DETAILS A9.51 CASEWORK DETAILS PLANS MUST `_ ON JOB SITE 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 The following documentation shall be available on site for the building inspector: - '[:]COE APPROVED ARCHITECTURAL PLAN SET '. COE APPROVED STRUCTURAL PLAN SET - � COE REVIEWED CALCULATION PACKET � - ❑ ENERGY CREDIT WORKSHEET 0 ❑ SITE PLAN ; ■ ❑ CIVIL PLAN ■© -El ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; VICINITY MAP OWNER CONTACT: RYAN YOUNGMAN 206-495-7226 ryoungman@healthcarerealty.com TENANT CONTACT: SHAWN HUSMANN shawnhusmann@gmail.com ARCHITECT CONTACT : JEANELLE OWENS 425-778-1530 jowens@TGBArchitects.com ` b O 21701 76th Ave W v a, :7 3 D Swedish Edmonds Campus 220th St. SW 216th St. SW 220th St. SW �r3r� Q Plans are for relocation of exirIz.,ting diffusers and HvAr. grill only. No new equipment. City Of Edmonds I Building Department Work MECHANICA; Address 21701 76TH AVE W #104 caner SOUTH HILL PAIN AND WELLNESS :......................................................................................... Approved ............... . Date::09 16 2024 uilding Official LElrlli...................................................... ....................................... ermit NumberBLD2024-1207 I PROJECT INFORMATION THE PROJECT INCLUDES APPROXIMATELY 1,500 USF OF TENANT IMPROVEMENT SPACE OF AN EXISTING BUILD OUT LOCATED ON THE 1ST FLOOR OF THE STEVEN'S HEALTH CENTER, SUITE 104 IN EDMONDS, WA. THE PROJECT WILL INCLUDE RECEPTION, WAITING, EXAM ROOMS, WORK AREAS, UTILITY TYPE ROOMS, AND A BREAK ROOM LEGAL DESCRIPTION SOLNERS 5 ACRE TRACTS BLK 000 D-02 - W 270.03FT OF S 112 TR 27 LESS S 189.62FT & AMP; LESS RD ON W TGW E 39.36FT OF S 1/2 LOT 27 EXC S 30FT THOF & AMP; TGW W 86.68FT OF S 1/2 LOT 28 EXC S 30FT THOF & AMP; TGW N 1/2 OF FDP S 1/2 OF TR 28 EXC W 86.68FT THOF & AMP; EXC E 126.04FT THOF & AMP; EXC S 30FT THOF FOR RD TAX PARCEL NUMBER 005807-000-027-02 AUTHORITY HAVING JURISDICTION (AHJ CITY OF EDMONDS APPLICABLE CODES BUILDING CODE: WA STATE BUILDING CODE (IBC WITH AMENDMENTS) - 2021 EXISTING BUILDING CODE: WA STATE EXISTING -BUILDING CODE (IEBC WITH AMENDMENTS) - 2021 ENERGY CODE: WA STATE ENERGY CODE (IECC WITH AMENDMENTS) - 2020 LIFE SAFETY CODE: NFPA 101 - 2012 FIRE CODE: INTERNATIONAL FIRE CODE (IFC) - 2021 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2021 PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2021 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC) - 2020 ACCESSIBILITY CODE: ANSI A117.1 - 2009 (BY REFERENCE FROM IBC AND WSBC) DEFERRED SUBMITTALS 1. MECHANICAL 2. PLUMBING 3. ELECTRICAL 4. FIRE ALARM KEYPLAN A MC A nC IA/nMl/ tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com REGISTERED ITECT L KENT GPI STATE OF WA"4TON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: JLO DRAWN BY: JLO D_ Lo N LO v co v N O N V 1 2 3 4 5 OVERALL SITE PLAN 6 7 i I I II J� ��� �2J8'> �STIZEE7 �SW 8 9 10 11 NORTH SHEET NO GOmOO Y x 0 HI G c� a M Lo M CD C� CV M 1 LIFE SAFETY FLOOR PLAN - LEVEL 1 2 3 4 5 6 d 1 1 CODE ANALYSIS - OUTPATIENT CLINIC - TENANT IMPROVEMENT 2021 WA STATE BUILDING CODE (REF IBC-2021) EXISTING BUILDING INFORMATION B-BUSINESS VA-1 HR 3-STORIES NO EXISTING BUILDING -MAIN OCCUPANCY PER RECORD DWGS EXISTING BUILDING -CONSTRUCTION TYPE PER RECORD DWGS EXISTING BUILDING NUMBER OF STORIES PER RECORD DWGS EXISTING BUILDING SPRINKLERED? PER RECORD DWGS OCCUPANCY AND USE -------- -------- MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 -------- OUTPATIENT CLINIC SPACES (INCLUDING RELATED BUSINESS SPACE )SECTION 304 GROUP B - BUSINESS (1,138 SF) WAITING AREAS, CONFERENCE ROOMS, LOUNGES, AND BREAK ROOMS LESS THAN 750 SF OR WITH AN OCCUPANT LOAD OF LESS THAN 50 SECTION 303.1.2 PART OF THE MAIN OCCUPANCY - GROUP B - BUSINESS (162 SF) A ROOM OR SPACE USED FOR STORAGE PURPOSES THAT IS ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY SECTION 311.1.1 PART OF THE MAIN OCCUPANCY - GROUP B - BUSINESS (54 SF) FIRE -RATING FOR BUILDING ELEMENTS, FIRE AND SMOKE PROTECTION FEATURES CHAPTER 6 CHAPTER 7 SEE ALSO "MEANS OF EGRESS" SECTION BELOW PRIMARY STRUCTURAL FRAME TABLE 601 1 HOUR INTERIOR BEARING WALLS TABLE 601 1 HOUR INTERIOR NON -BEARING WALLS AND PARTITIONS TABLE 601 0 HOURS MEANS OF EGRESS CHAPTER 10 -------- OCCUPANT LOAD SECTION 1004 -------- OUTPATINET AREAS TABLE 1004.5 922 SF / 1 OCCUPANT PER 100 SF GROSS = 9.2 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.5 162 SF / 1 OCCUPANT PER 15 SF NET = 10.8 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.5 54 SF / 1 OCCUPANTS PER 300 SF GROSS = 0.2 OCCUPANTS PROJECT OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 21 OCCUPANTS NUMBER OF EXITS REQUIRED - MINIMUM SECTION 1006.2.1 TABLE 1006.3.2 1 REQUIRED SPACES WHERE ONE EXIT IS ALLOWED SECTION 1006.3.3 TABLE 1006.2.1 TABLE 1006.3.3(2) 200 FT IN GROUP B, WHEN NON-SPRINKLERED COMMON PATH OF TRAVEL (ALLOWABLE) TABLE 1006.2.1 75 FT IN GROUP B, WHEN NOWSPRINKLERED WITH AN OCCUPANT LOAD OF 30 OR MORE 100 FT IN GROUP B, WHEN NON-SPRINKLERED WITH AN OCCUPANT LOAD OF LESS THAN 30 EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN NOWSPRINKLERED CORRIDOR CONSTRUCTION TABLE 1020.1 NON -RATED IN OCCUPANCY GROUP B WITH AN OCCUPANT LOAD OF LESS THAN 30, WHEN NONSPRINKLERED 1-HOUR RATED IN OCCUPANCY GROUP B WITH AN OCCUPANT LOAD OF MORE THAN 30 CORRIDOR (ALLOWABLE) DEAD END LENGTH IN ROOMS OR SPACES REQUIRING MORE THAN 1 EXIT OR EXIT -ACCESS DOOR SECTION 1020.5 20 FT IN OCCUPANCY GROUP B, WHEN NOW SPRINKLERED NOT APPLICABLE WHEN ONLY ONE EXIT IS REQUIRED DOOR TYPES ALLOWED SECTION 1010.1.2 SWING TYPE DOORS. POWER -OPERATED DOORS. MANUALLY -OPERATED SLIDING DOORS SERVING AN OCCUPANT LOAD NOT EXCEEDING 10. DOOR SWING SECTION 1010.1.2.1 DOOR MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A SPACE WITH AN OCCUPANT LOAD OF 50 OR MORE PLUMBING FIXTURES REQUIRED CHAPTER 29 -------- WATER CLOSETS, URINALS TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 25 OCCS TO 50, THEN 1 REQUIRED PER EACH ADDITIONAL 50 OR FRACTION THEREOF. URINALS MAY REPLACE WATER CLOSETS NO LESS THAN 25% OF THE MINIMUM SPECIFIED. THUS 1 REQUIRED. 1 PROVIDED. LAVATORIES TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 40 OCCS TO 80, THEN 1 REQUIRED PER EACH ADDITIONAL 80 OR FRACTION THEREOF. THUS 1 REQUIRED. 1 PROVIDED. DRINKING FOUNTAINS TABLE 2902.1 SECTION 2902.5 IN B OCCUPANCY WITH OCCUPANT LOAD GREATER THAN 30: 1 REQUIRED PER 150 OCCUPANTS, THEN 1 PER EACH ADDITIONAL 500 OR FRACTION THEREOF. DRINKING FOUNTAIN MAY BE LOCATED OUTSIDE TENANT SPACE IF WITHIN ONE FLOOR AND 500 FT TRAVEL. THUS 1 REQD. 1 PROVIDED. LOCATION PER PLAN. SERVICE SINKS TABLE 2902.1 NO REQUIREMENT JTAINS 10 11 LIFE SAFETY PLAN NOTES 1. THE LIFE SAFETY PLANS HAVE BEEN DEVELOPED FROM EXISTING STATEMENT OF CONDITION DRAWINGS PROVIDED BY THE OWNER. ANY CONDITION THAT NEEDS TO BE UPGRADED TO MEET LIFE SAFETY CODE, BUILDING CODE, AND AHJ REQUIREMENTS AND NOT NOTED IN THESE DRAWINGS IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER. 2.. VERIFY THAT WITHIN THE SCOPE OF WORK AREA: A. ALL EXISTING PARTITIONS, LABELED IN THESE DOCUMENTS AS FIRE RATED OR AS A SMOKE BARRIER OR SMOKE PARTITION MEET THE REQUIREMENTS OF THE PARTITION TYPE. B. ALL EXISTING DOORS AND OPENINGS IN EXISTING PARTITIONS MEET THE REQUIREMENTS OF THE PARTITION IN WHICH THEY OCCUR. 3. MODIFY EXISTING PARTITIONS SHOWN WITH NEW OR UPGRADED FIRE OR SMOKE RATINGS TO MEET THE NEW RATING. THIS PROCESS INCLUDES ANY REQUIRED PROTECTION OF OPENINGS IN THE PARTITION. 4. INSTALL DOORS IN CORRIDOR PARTITIONS TO RESIST THE PASSAGE OF SMOKE UNLESS NOTED OTHERWISE. 5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND QUANTITY OF SMOKE DETECTORS. LIFE SAFETY PLAN SYMBOLS NOT IN SCOPE INCIDENTAL OCCUPANCIES (INDICATING USE, CLASSIFICATION, SQUARE FOOTAGE, AND OCCUPANTLOAD NON -RATED PARTITION SMOKE PARTITION 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER ® ILLUMINATED EXIT SIGN (WITH DIRECTIONAL ARROW WHERE NECESSARY) FEC FIRE EXTINGUISHER CABINET (EXISTING) g0 DOOR FIRE RATING KEYPLAN EXIT ACCESS TRAVEL DISTANCE 25-0" COMMON PATH OF EGRESS 25'-0" EXIT SEPARATION=25' - 0" REQD SEPARATION OF 7XITS= (25' - 0" / 3= 12' - 7) 10 DIAGONAL OF AREA SERVED=25' - 0" A MC A nC lA/nMl/ tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED ITECT L KENT GRE STATE OF WASHNGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LIFE SAFETY PLANS PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: JLO DRAWN BY: NORTH SHEET NO ZIGOm2l GMD V 1 /8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 Y 1 2 3 4 5 6 7 8 I 9 10 11 tgb architects 2 a UL. J 0 U ED a BXUVU419- Fire Resistance Ratings - ANSI/UL 263 V` ONLINE CERTIFICATIONS DIRECTORY Design No. U419 BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 "Reprinted from the Online Certifications Directory with permission from CL" Design/System/Construction/Assembly Usage Disclaimer . Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. . When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. . Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U419 April 12, 20i<, Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. BXUVU419- Fire Resistance Ratings - ANSWL 263 joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self - drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item S. See Batts and Blankets (BKNV or BZ3Z) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed In stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item SK. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. S. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical pints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints In adjacent layers (mu1111ayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge pints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F, 2G, 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 3-112 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 In. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2.1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-Xl, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 In. Types C, SCX USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP- X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating Is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (112 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described In Item 6. SA. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX 6111 ilm BXUVU419- Fire Resistance Ratings - ANSINL 263 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. IA. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 28, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25'" Track CRACO MFG INC — SmartTrack25"' MARINO/ WARE, DIV OF WARE INDUSTRIES INC — Viper25T" Track I.B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20'" Track MARINO/ WARE, DIV OF WARE INDUSTRIES INC — Vlper20— Track 1C. Framing Members-- Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System BXUVU419 - Fire Resistance Ratings - ANSI/UL 263 UNITED STATES GYPSUM CO — lype FRX-G, SHX USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or 44 in. may be used as alternate to all 5/8 in. or 44 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 In. long Type S-12 steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 In. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The sum board is to be Installed on each side of the studs with 1 in. Ion Type S coated steel screws s 9YD 9 YP Paced 8 in. OC starting 4 In. from the edge of the board at the vertical edges and 12 In. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX UNITED STATES GYPSUM CO — Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L C SFZ — Type SCX USG MEXICO S A DE C V — Type SCX. 51). Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX. UNITED STATES GYPSUM CO — Type USGX. USG MEXICO S A DE C V — Type USGX. 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 In. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an altemate to Item 5) — For use with Items IE and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical pints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 In. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. SXUV.U419- Fire Resistance Ratings - ANSIIUL 263 UNITED METAL PRODUCTS INC — Type SUPREME Framing System BXUVU419- Fire Resistance Ratings - ANSI/UL 263 UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 In. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. IE. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 51 only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max, SUPER STUD BUILDING PRODUCTS — The Edge SG. Framing Members* - Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in galv steel or thicker, attached to Floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" Track VT100. II. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK- 1). Framing Members* — Floor and Ceiling Runner— Not Shown — In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper251" Track 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 21, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20'" Track IL. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 - For use with Item 2N. Channel shaped, attached to floor and ceiling with fasteners 24 In. OC. max. BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS BXUVU419- Fire Resistance Rabnqs - ANSI/UL 263 USG BORAL ZAWAWI DRYWALL L L C SFZ - 5/8 in. thick Type SCX SG. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified In the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints In adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No. of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 In. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 In. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X3, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SFZ — 1/2 in. Type C; 5/8 In. Types C, SCX USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC- AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE SH. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S- 12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum 51. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item S. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V Type ULX 53. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical pints of lead backed gypsum wallboard and Nil BXUVU419- Fire Resistance Ratings - ANSWL 263 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 20, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, SH, 51 and 5K) Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 In. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 51 or SK) - Proprietary channel shaped studs, 3-5/8 In. deep spaced a max of 24 in. OC. Studs to be cut 314 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper25'" CRACO MFG INC — Smart Stuc2S MARINO/ WARE, DIV OF WARE INDUSTRIES INC — Vlper25'"" 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick gaily steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vlper201" 2D. Framing Members* — Steel Studs — In lieu of Item 2 - Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an altemate to Item 2) —For use with Items 5F or 5G or 51 or SK only, channel shaped studs, min depth as Indicated under Item SF, SG or SI, fabricated from min. 0.015 In. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be curt 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProMD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD BXUVU419- Fire Resistance Ratings - ANSUUL 263 optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall SK. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical pints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 20 No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4B) . -�%s 1 layer, 5/8 in. thick 3-1/2 in. 2 1 5 8 2 layers, 5/8 in. thick Optional 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 In. thick Optional UNITED STATES GYPSUM CO — 5/8 In. thick Type ULIX 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 In. long for 1/2 and 5/8 In. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 In. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1.1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1.5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first Iayer.Three-Myer systems: First layer- I in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 In., 5/8 in. thick panels, spaced 24 In. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 In. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 In. thick panels, spaced 24 In. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in, thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in, thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in, from layer below. 6A. Fasteners — (Not Shown) — For use with Item 5K- Type S or S- 12 steel screws used to attach panels to studs or furring channels (Item 7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 In. long screws, spaced 16 In. OC. Second layer- 1-5/8 In. screws, spaced 8 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-5/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/8 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC. Screws offset min 6 In, from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each Intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item SA and SE. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels— Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 In. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item SA and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1- 1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC- V (2.75) dips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). BXUVU419- Fire Resistance Ratings - ANSWL 263 STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 In. less In lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 - proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD'" 21. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) - Proprietary channel shaped studs, 3-5/8 in, deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 In. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25T" 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick gaily steel. Studs cut 3/8 in. to 3/4 In. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper201" 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. ES METAL INC — EB Stud 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members- — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 In. OC. Studs to be cut 3/8 to 3/4 In. less than assembly height. MARINO/ WARE, DIV OF WARE INDUSTRIES INC — StudRite'" 2N. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1L, channel shaped, min 3- 5/8 in. ,vidc, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. BAILEY METAL PRODUCTS LTD — Type PLATINUM PLUS 20. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as Indicated under Item 5, gaily steel. Studs to be cut 3/8 to 314 in. less In lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.) — (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical M BXUVU419- Fire Resistance Ratings - ANSWL 263 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 713a) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in, coarse drywall screws, one through the hole at each end of the dip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item SA and SE. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling,S-12 steel screw through the center grommet. Furring channels are friction fitted 9 9 9 Into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional, Not Shown) — Furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in, and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Not for use with Item SA and 5E. b. Steel Framing Members* — Resilient sound isolation dip used to attach furring channels (Item 7Da) to studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 58) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two I In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item SH) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. i in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. clam by max 0. 125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards 9/11 (Item 58) underneath screw locations prior to the installation of the screws. Lead disks or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item SH) Max 5/16 in. diam by max 0. 140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item SE) Lead batten strips, 2 in. wide, max 10 it long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SE) and optional at remaining stud locations. 14, Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0. 142 in. Tabs frictlon-flt around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item SE) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. t ast Updated an l01 b-04- I ) m 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "© 2016 UL LLC". 5f11 t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3625 REGISTERED ITECT L KENT GRE STATE OF WASHWTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDSr WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CI FN,,, DS E ICES PARTIT TYPES-UL DESIGN 419 ASSEMBLY ISSUANCE No. 7 Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO 75 a Lo rri v co v CV O CV M V 1 2 3 1 4 5 6 I 7 8 I 9 10 11 SHEET NO 1 2 3 4 5 6 7 8 9 10 11 Y a Il w V ; m a 11,ss IF,� U C US Classified by Underwriters Laboratories. Inc. to UL 2079 and CANNLC-S115 System No. HW-D-0042 ANSI(UL2079 CANAILC S115 Assembly Ratings-1 and 2 Hr (See Items 2 and 3A) F Ratings —1 and 2 Hr (See Items 2 and 3A) Nominal Joint Width -1 In. FT Ratings —1 and 2 Hr (See Items 2 and 3A) Class II Movement Capabilities — 50% Compression or Extension FH Ratings —1 and 2 Hr (See Items 2 and 3A) L Rating At Ambient — Less Than 1 CFMILin Ft FTH Ratings —1 and 2 Hr (See Items 2 and 3A) L Rating At 400°F — Less Than 1 CFMILin Ft Nominal Joint Width -1 In. Class II Movement Capabilities — 50% Compression or Extension L Rating At Ambient— Less Than 1 CFM/Lin Ft L Rating At 400°F — Less Than 1 CFM/Lin Ft 1B 113 1A 3B a, °d 4 . 4 ------ 3 ° _===== -- --- =__--- — _---------1—T— 1A 2 1 1 I I I _D 2C D C a a a 4 _ Q r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r I — r r r r r r r r r r r r r r I N x Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,2015 P Y Page: 1 of 4 SS'F U� System No. HW-D-0049 0 c us Assembl Ratio s —1 and 2 Hr See Items 2 and 3B 0 ® Y 9 ( ) Classified by Nominal Joint Width —1 In. _ Underwriters Laboral Ines, Inc. 0 toU 2079andCAWU GS115 Class II Movement Ca abilities — 50 /a Com cession Or Extension L L p p L Rating At Ambient — Less Than 1 CFMILin Ft r A L Rating At 400°F —Less Than 1 CFMILin Ft 1 B I ., I a -a T- 4 p 4 e 3B a I I----- 1A O I I 3A L_, 2D 2A 2C 3 L� A 1. Floor Assembl — The fire -rated fluted steel decklconcrete floor assembl shall be constructed of the materials and in the manner described in the Y Y individual D700 or D900 Series Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units' — Max 3 in. (76 mm) deep galv steel fluted units. B. Concrete — Min 2-1/2 in. 64 mm thick reinforced concrete as measured from the to lane of the floor units. l ) PP C. Spray -Applied Fire Resistive Materials' — (Optional) - (Not Shown) —Prior to or after the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B) the steel floor units may be sprayed with a min 5/16 in. (8 mm) to max 1-3/4 in. (44 mm) thickness of fire resistive material. W R GRACE & CO - CONN — T e MK-6-HY YP ISOLATEKINTERNATIONAL—T e300 YP 1A. Roof Assembl — Not Shown — As an alternate to the floor assembl a fire rated fluted steel deck roof assembl ma be used. The roof Y ( 1 Y• Y Y assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembl shall include the followin consWction features: Y 9 A. Steel Roof Deck — Max 3 in. (76 mm) deep gall steel fluted roof deck. B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the lop plane of the floor units. 1B. Roof Assembly —As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof-Ceilin Desi n in the UL Fire Resistance 9 9 Directo . The hour) ratio of the roof assembl shall bee ual to or reater than the houd ratio of the wall assembl . The roof assembl ry Y 9 Y q 9 Y 9 Y Y shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep gaiv steel fluted roof deck. B. S ra —A lied Fire Resistive Materials` — Not Shown Prior to or after the installation of the steel ceilin runners Formin Material P Y PP ( 1— 9 9 and Fill, Void or Cavity Material (Items 2A, 3A, 38), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. W R GRACE & CO - CONN — Type MK-6-HY ISOLATEK INTERNATIONAL — Type 300 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 08, 2015 Hilti Firestop Systems Page: 1 of 3 A3. Light Gauge Framing'- Notched Ceiling Runner— As an alternate to the ceiling runners in Items 2A through 2A2, notched ceiling No runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire = resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. OLMAR SUPPLY INC—Type SCR A4. Light Gauge Framing' — Slotted Ceiling Runner— As an alternate to the ceiling mnner in Item 2A through 2A3, ceiling runner to consist of alv steel channel with slotted flan es sized to accommodate steel studs Item 28 . Flan a het ht of slotted ceilin runner shall 9 9 ( ) 9 9 9 be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 rum) OC. SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track -Type SDLT B. Studs — Steel studs to be min 3-518 in. (92 mm) wide. Studs cut 1/2 to 314 in. (13 to 19 mm) less in length than assembly height with bolt m nestin in restin n and fastened t the fl r runner and with to nestin in eilin nner without attachment. When slotted o g g o 0 0o p g c g ru ceilin runner Item 2A1 is used steel studs secured to slotted ceilin runner with No. 8 b 1/2 in. 13 mm Ion wafer head steel screws 9 ( ) 9 Y ( ) 9 at midheight of slot on each side of wall. When vertical deflection runner (Item 2A2) is used, studs secured to vertical clip through slip bushin su lied with No.8 b 112 in. 13 rum steel screws at midhei ht of slot of each slot. When slotted ceilin runner Item 2A4 is 9• PP � Y ( ) 9 9 ( 1 used, steel studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at +/- 3116 in. (5 mm) of the mid -height of slot on each side of wall. A framed opening shall be constructed around each steel structural member A min clearance of 1 in. (25 mm) to a max of 4 in. (102 mm) shall be maintained between the framing and the spray -applied fire resistive matedal on the two sides of the structural support. The clearance between the framing and the spray -applied f re resistive material on the bottom of the structural steel support shall be max 2 in. (51 mm). Stud spacing not to exceed 24 in. 610 mm OC. C. Gypsum Board' — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, number of layers an sheet orientation shall be as specified in the individual U400, V400 or W400 Series Design in the Fire Resistance Directory, except that a max 1-112 in. (38 mm) gap shall be maintained between top of gypsum board and bottom plane of steel floor units and between the top ed a of the sum board and the s ra a lied fire resistive material on the sWctural steel su rt. The to row of screws shall be 9 9YP P Y PP PPo P installed into the studs 1-1/2 to 2 in. (38 to 51 mm) below the bottom of the ceiling runner. The hourly ratings of the joint system are dependent on the hourly rating of the wall. 3. Joint System — Max separation between bottom of floor units and top of gypsum board at time of installation is 1-1/2 in. (38 mil Max se aration between s ra -a lied f re resistive material on bottom of structural su ort and framed o nin in to of wall is 2 in. 51 mm . The P P Y PP PP Pe 9 P ( ) joint system is designed to accommodate a max 25 percent compression or extension from its installed width. The joint system consists of a formin material and a fill material between the to of the sum board and the bottom of the floor as follows 9 P P , 9Y A. Forming Material` — Nominal 4 in. (102 mm) thick pieces of nominal 4 pcf (64 kglm3) forming material, sized to be flush with both surfaces of wall, placed to fully fill the framed opening around the structural steel support. Forming material to be installed with fibers verti I al n th i es f the m n ie s siz to attain a min m r ssi n rat f 2 r nt in the thi kness direction. Formin ce o e s d o Bea a d ce ed co e o e o 5 e ce c 9 P P P 9 material t be installed with fibers horizontal at the bottom of the beam and ieces sized to attain a min om ression rate of 50 ercent in o c P P P the thickness direction. Additional mineral wool batt insulation cut into stri s to fill the a between to of the sum board and bottom of P 9 P P 9YP floor units. Width of the strips shall be equal to the total thickness of the gypsum board. The strips of mineral wool shall be compressed 50 percent in thickness and firmly packed into the gap between the top of gypsum board and bottom of floor units. ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER INC — Type SAF IIG MINWOOL L L C — MinWool-1200 Safing B. Fill, Void or Cavity Material' - Sealant — A min 1116 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill material sprayed of troweled on each side of wall to completely cover mineral wool forming material and to overlap min 1/2 in. (13 mm) onto gypsum board and min 2 in. (51 mm) onto the steel floor units or the spray applied material on the steel floor unit and on the structural support member on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SP WB Firestop Joint Spray -Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems August26,2013 P Y Page: 3 of 3 System No. HW-D•0042 0 1. FloorAssembl —The fire -rated fluted steel deck/concrele Boor assembl shall be constructed of the materials and in the manner described Y Y 0 in the individual D700 or D900 Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: = A. Steel Floor And Form Units' — Max 3 in. (76 mm) deep galv steel fluted units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materials' — (Optional, Not Shown) —Prior to or after the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B, respectively) the steel floor units may be sprayed with a min 5116 in. (8 mm) to max 1-3/4 in. (45 mm) thickness of fire resistive material. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN —Types MK-6-HY or MK-10HB 1A. Roof Assembly — (Not Shown) —As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep galy steel fluted roof deck. B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the floor units. 1 B. Roof Assembly — As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck — Max 3 in. (76 mm) deep galy steel fluted roof deck. B. Spray —Applied Fire Resistive Materials" — (Not Shown) —Prior to or after the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B), the roof assembly shall he sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN —Types MK-6-HY or MK-10HB 2. Wall Assembly — The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of gall steel channels sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 rum) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. Al. Light Gauge Framing' -Slotted Ceiling Runner —As an allemate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galy steel channel with slotted flanges sized to accommodate steel studs (Item 2C). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC before optional spray -applied fire resistive material is used. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—SDT250, SDT300 MARINOIWARE, DIV OF WARE INDUSTRIES INC—Type SLT METAL-LITE INC — The System OLMAR SUPPLY INC — STT250, STT300 R & P SUPPLY — SCT250, SCT300 SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C — True -Action Deflection Track Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,2015 P Y Page: 2 of 4 System No. HW-D-0049 m Z 0 0 2. Wall Assembl — The 2 hr fire rated sum board /steel stud wall assembl shall be consW cted of the materials and in the manner Y 9YP Y 0 described in the individual U400 or V400 Series Wall and Partition Desi n in the UL Fire Resistance Directo and shall include the followin 9 ry 9 = construction features: A. Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min 25 ga galy steel channels sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. Al. Light Gauge Framing' -Slotted Ceiling Runner— As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galy steel channel with slotted flanges sized to accommodate steel studs (Item 2C). Slotted ceiling mnner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H MARINOiWARE DIV OF WARE INDUSTRIES INC—T SLT YPe METAL-LITE INC—TheS stem Y SCAFCO STEEL STUD MANUFACTURING CO STEELER INC — Steeler Slotted Ceiling Runner TELLING INDUSTRIES L L C — True -Action Deflection Track A2. Light Gauge Framing" -Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of galy steel channel with slotted vertical deflection dips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2C). Vertical deflection ceiling runner installed parallel to direction of fluted steel deck, centered beneath deck, and secured with steel masonry anchors steel fasteners or welds s aced max 24 in. 610 mm OC. before or after o tional s ra -a lied fire resistive material is used. P ( ) P P Y PP The use of welds to secure the ceilin runner ma onl be used rior to the installation of the o tional s ra -a lied material. 9 Y Y P p P Y Pp — THE STEEL NETWORK INC VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Li ht Gau a Framin —Floor and Ceilin Runners — As an alternate to the ceilin and floor runners in Item 2A 2A1 2A2 and 2A3. 9 9 9 9 9 floor and ceiling runners to consist of galv steel channel sized to accommodate the Light Gauge Framing' Slotted Stud (Item 2C1) or Light Gauge Framing" Slider C-Clip System (Item 2C2). Floor and ceiling runners to be provided with min 1.1/4 in. (32 mm) and 3 in. (76 mm flan es res ectivel . Ceilin runner installed arallel to direction of fluted steel deck centered beneath deck and secured with steel 9 P Y 9 P mason anchors steel fasteners or welds s aced max 24 in. 610 mm OC. before or after o tional s ra -a lied fire resistive material ry P ( ) P P Y PP is used. The use of welds to secure the ceilin runner ma onl be used rior to the installation of the o tional s ra -a lied material. 9 Y Y P P P Y PP STEELER INC — Floor and Ceilin Runners 9 A4. Li ht Gau a Framin '- Notched Ceilin Runner —As an alternate to the ceilin runners in Items 2A throw h 2A4 notched ceilin 9 9 9 9 9 9 9 runners to consist of C-sha ed all steel channel with notched return flan es sized to accommodate steel studs Item 2C . Notched P 9 9 ( 1 ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceilin runner ma onl b used rior to the installation of the o tional s ra -a lied material. 9 Y Y e P P P Y PP OLMAR SUPPLY INC -Type SCR B. Steel Attachment Cli s 0 tional - Not Shown When s ra a lied fire roofin is used ceilin runner ma be secured to deck with P (P 1 P Y P P p 9 9 Y Z-sha d di s formed from min 1 in. 25 mm Ion stri s of min 20 a all steel. Len h of di s should not exceed the width thickness Pe P ( ) 9 P 9 9 9< p ( ) of the wall. Cli s to be sized to extend throw h the thickness of the s ra -a lied fire -resistive material on the bottom of the steel deck P 9 P Y PP with 1-112 or 2 in. (38 or 51 mm) long upper and lower legs. Legs of dips fastened perpendicular to valleys of steel deck (prior to application of spray -applied fire -resistive materials) and top of ceiling runner with steel fasteners or welds. Clips spaced max 24 in. (610 mm OC. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 08, 2015 Hilti Firestop Systems Page:2of3 ASS I F U®� System No. HWD•0264 N 0 o c us Classified by = Underwriters Labaratodes, Inc, to UL 2079 and CAWULC-S715 3 1 e< a a ' °� 4 a 4r '------- a -----A-_f_-`_-_ 1. Floor Assembly — The fire -rated fluted steel floor uniticoncrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units' — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-112 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Material' — (Optional. Not Shown) - After installation of the steel straps (Item 2), the steel floor units may be sprayed with the min thickness of material specified in the individual D700 Series Design. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN — Types MK-61HY or MK-10HB Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December16,2015 P Y Page: 1 of 3 ANSI/UL2079 CANIULC S115 Assembly Ratings —1 and 2 Hr (See Item 4) F Ratings —1 and 2 Hr (See Item 4) Nominal Joint Width -1-112 In. FT Ratings —1 and 2 Hr (See Item 4) Class II Movement Ca abilitles — 50 % Com cession or P P Extension FH Ratings —1 and 2 Hr (See Item 4) L Rating At Ambient —Less Than 1 CFMllin ft FTH Ratings —1 and 2 Hr (See Item 4) L Rating At 400 F —Less Than 1 CFMllin ft Nominal Joint Width -1-1l2 In. Class II Movement Capabilities — 50%Compression or Extension L Rating At Ambient —Less Than 1 CFMllin ft L Rating At 400 F —Less Than 1 CFMllin fl System No. HWD•0042 0 A2. Li ht Gau a Framin '-Vertical Deflector Ceilin Runner— When the nom oint width is less than ore ual to 314 in. 19 rum vertical 9 9 9 9 1 q ( )� � deflection ceiling runner maybe used as an allemate to the ceiling runners in Items 2A and 2A1. Vertical deflection ceiling runner to _ censist of gall steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2C). Verticel deflection ceiling runner installed perpendicular to direction of Fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 rum) OC. before or after optional spray -applied fire resistive material is used. The use o(welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. THE STEEL NETWORK INC —VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing`- Notched Ceiling Runner —As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling runners to consist of C-shaped gall steel channel with notched return Flanges sized to accommodate steel studs (Item 2C). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 rum) OC. before or after optional spray -applied fire resistive matedal is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material, OLMAR SUPPLY INC —Type SCR B. Steel Attachment Clips— (Optional -Not Shown) -When spray applied fireproofing is used ceiling runner may be secured to deck with Z-shaped clips formed from min 1 in. (25 rum) long strips of min 20 ga gall steel. Length of dips should not exceed the width (thickness) of the wall. Clips to be sized to extend through the thickness of the spray -applied fire -resistive material on the bottom of the steel deck with 1-112 or 2 in. (38 or 51 rum) long upper and lower legs. Legs of clips fastened to valleys of steel deck (prior to application ofspray-applied fire -resistive materials) and top of ceiling mnner with steel masonry anchors, steel fasteners or welds. Clips spaced max 24 in. (610 rum) OC. C. Studs —Steel studs to be min 2-112 in. (64 rum) wide. Studs cut 1/2 to 3!4 in. (131019 rum) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 112 in. (13 rum) long water head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight o(each slot. Stud spacing not tc exceed 24 in. (610 rum) OC. D. Gypsum Board' —Gypsum board installed to a min total thickness of 5/8 in. and 1-1l4 in. (16 and 32 rum) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 1 in. (25 rum) gap shall be maintained between the top of the gypsum board and the bottom of the steel deck units and the to row of screws shall be installed into the studs 1-1l2 to 2 in. 38 to 51 rum below the bottom of the ceilin P ( ) 9 runner. The hour) ratio of the'oint s stem is de endent on the houri ratio of the wall. Y 9 1 Y P Y 9 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,2015 P Y Page: 3 of 4 S stem No. HW-D-0049 Y m O 0 — I t t min -1 in. rum wi t 11 in. 1 rum I in l n th than m I i ht wtth C Studs Slee s uds o be 2 12 (64 ) de S uds cut 2 to 3l4 (3 l019 ) ess e g rise b y he g 0 � bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item x 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 112 in. (13 rum) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 rum) OC. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud sparing not to exceed 24 in. (610 rum) OC. C1. Light Gauge Framing' —Slotted Studs —Slotted steel stud to be used in conjunction with Light Gauge Framing` —Floor and Ceiling Runners (Item 2A4). Slotted steel studs to be min 2-112 in. (64 rum) wide. Slotted steel studs cut 1 in. less in length than assembly height with bottom nesting in and secured to both ceiling and floor runners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 314 in. (19 rum) long low profile head steel screw. Floor runner attached to bottom of steel stud by means of No. 8 by 112 in. (13 rum) long pan head steel screw. Slotted steel stud spacing not to exceed 24 in. (610 rum) OC. STEELER INC —Slotted Stud C2. Light Gauge Framing' —Slider C-Clip System — As an allemate to the Light Gauge Framing" —Slotted Steel Studs (Item 2C1), a Slider C-Clip System consisting of a C shaped steel Gip with a slotted opening and a steel stud to be used in conjunction with Light Gau a Framin —Floor and Ceilin Runners Item 2A4 . Steel cli sand studs to be min 2.112 in. 64 rum wide. Steel cli inserted into 9 9 9 ( ) P ( ) P inside Flange of steel stud without attachment. Total length of steel stud cut 1 in. (25 rum) less than assembly height with bottom of steel stud nesting in and secured to floor runner. Floor runner attached to bottom of steel stud by means of Na. 8 by 112 in. (13 rum) long pan head steel screw. Ceilin runner secured to steel C-Cli b means of No.10 b 314 in. 19 rum Ion an head steel screw located 318 9 P Y Y ( 1 9P in. (10 rum) below lop of ceiling runner. Top row of gypsum board screws shall be centered within the preformed slot of the C-Clip. Sleet stud and steel clips spacing not to exceed 24 in. (610 rum) OC. STEELER INC — Slider C Clip System D. Gypsum Board' —Gypsum board installed to a min total thickness of 5/8 in. (16 rum) and 1-1/4 in. (32 rum) on each side of wall for 1 and 2 Hr rated assemblies respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in. (25 rum) gap shall be maintained between the top of the gypsum board and the bottom of the steel floor units and the top row of screws shall be installed into the studs 1-112 (38 rum) to 2 in. (51 rum) below the bottom of the ceilin runner. The hour ratio of the oint s stem is ual to the houd fire ratio of the wall. 9 ty 9 1 Y eq Y 9 3. Joint S stem —Max se oration between bottom of floor and to of wall at time of installation of "oint s stem is 1 in. 25 rum . The'oint Y P P 1 Y ( ) 1 s stem is desi red to accommodate a max 50 ercent corn cession or extension from its installed width. The'oint s stem consists of Y 9 P P I Y formin material and a fill matedal as follows: 9 A. Formin Material' —Nom 5!8 in. 16 rum and 1-1l4 in. 32 rum wide sth s of min 4 cf 64 k Im3 mineral wod batt insulation for 1 9 ( 1 ( ) P P l 9) and 2 hr rated assemblies res ctivel cut to thickness corn ressed 50 rcent in thickness and firml acked into the a between Pe Y, P Pe Y P 9 P the to of the sum board and bottom of the steel floor units on both sides of the wall. P 9YP ROCK WOOL MANUFACTURING CO —Delta- Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF IIG MINWOOL L L C —MinWool-1200 Safing A1. Formin Material' - STri s — 0 tional -Nom 518 in. 16 rum and 1-114 in. 32 rum wide recut mineral wool stri s for 1 and 2 hr 9 P I P ) ( ) ( ) P P rated assemblies respectively. The strips are compressed 50 percent in thickness and firmly packed into the gap between the lop of the gypsum board and bottom of the steel floor units on both sides of the wall. HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC — CP 767 S ed stri s Pe P B. Fill, Void or Cavity Material` —Min 1/16 in. (1.6 rum) dry thickness (min 1/8 in. or 3.2 rum wet thickness) of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 112 in. (13 rum) onto gypsum board and steel deck on both sides of wall. When spray -applied fire resistive material is applied to the steel floor and form units, the fill material is to oveda the sum board a min of 112 in. 13 rum and the s ra -a lied fire resistive material a min of 2 in. 51 P 9YP ( ) P Y PP rum) an both sides of wall. When spray -applied fire resistive matedals are used, the joint spray shall overlap the wall a min 112 in. (13 rum and oveda the s ra -a lied fire resistive material a min of 2 in. 51 rum on both sides of the wall. P P Y PP ( ) HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC —CFS-SP WB Firesto Joint S ra P P Y ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Undenvdters Laboratories, Inc. December08,2015 Hilti Firestop Systems Page:3of3 System No. HW-D•0264 N 0 1 A. Roof Assembly — (Not Shown) - As an allemate to the floor assemby, a fire rated fluted steel deck roof assembly may be used. The roof shall be constructed of the materials and in the manner described in the individual P700 or P900 Series Roof-Ceilin desi ns in the UL Fire Resistance 9 9 Directory. The howdy rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck —Max 3 in. (76 rum) deep gall steel fluted roof deck. B. Roof Insulation — Rocf insulation to consist of min 2-114 in. (57 rum) thick poured insulating concrete, as measured from the top plane of the roof deck. ra -A lied Fire Resistive Material' — 0 tonal. Not hown -After installation of the steel stra s Item 2 all surfaces of the steel deck C SPY PP (P S I P ( )• maybe sprayed with the thickness of matedal as specified in the individual P700 Series Floor -Ceiling Design. The flutes of the steel deck above the steel straps and wall may be filled with material as an allemate to the Forming Material (Item 3). ISOLATEK INTERNATIONAL —Type 300 W R GRACE & CO - CONN —Types MK-6MY ar MK-10H6 2. Steel Straps — Min. 2 in. (51 rum) wide 16 MSG gall steel straps cut to a length to span the flute and overlap the adjacent valleys of fluted floor units or roof deck by 1-1/2 in. (38 rum). Straps spaced max 24 in. (610 rum) OC and fastened to floor or roof assembly with 1/4 in. (6 rum) diam by 1-112 in. (38 rum) long steel concrete anchors. As an alternate, min 1 in. (25 rum) long Hilti X-DNI 27 P8 S15 or Hilti X-U 27 PB S15 powder actuated floor pins with integral min 9116 in. (14 rum) diam washer may be used to secure steel straps to floor or roof assembly. 3. Formin Material' - Plu s —Preformed mineral wool lu s formed to the sha of the fluted floor units or roof deck friction fit to corn letel f II 9 9 P 9• Pe , P Y the Flutes above the steel straps. Adjacent lengths of plugs to be tightly butted with butted seams spaced min 24 in. (610 rum) apart along the length of the plugs. HILTI CONSTRUCTION CHEMICALS DIV OF HILTI INC—CP777 S ed Plu s Pe 9 3A. Formin Material" —As an alternate to Item 3 min 4 f 64 k Im3 mineral wool batt insulation Formin material cut to the sha of the fluted 9 • Pc ( 9 ) 9 Pe floor units or roof deck and friction fit to cemplelely fill the Flutes above the steel straps. Adjacent lengths of Batts to be tightly butted with butted seams spaced min 24 in. (610 rum) apart along the length of the flutes. IIG MINWOOL L L C —MinWool-1200 Safing JOHNS MANVILLE INTERNATIONAL INC—Safin 9 ROCK WOOL MANUFACTURING CO —Delta Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF 4. Wall Assembly —The 1 hr or 2 h f re -rated gypsum boardlslud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 V400 or W400 Series Wall and Partition Desi nin the UL Fire Resistance Directo and shall include the followin 9 ry 9 construction features: A. Steel Floor and Ceiling Runners —Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge gale steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling runner to be 314 in. (19 rum) greater than extended joint width. Ceiling runner installed parallel to direction of fluted steel floor units, direc8y beneath steel straps, and secured to straps with two No. 8self-drilling, self -tapping steel screws per strap. A1. Light Gauge Framing` —Slotted Ceiling Runner— As an allemate to the ceiling runner in Item 4A, ceiling runner to consist of gall steel channel with slotted flanges sized to accommodate steel studs (Items 4B). Ceiling runner installed parallel to direction of fluted steel floor deck, directty beneath steel straps, and secured tc straps with two No. 8 seN-drilling, selftapping steel screws per strap. When slotted ceiling runner is used, deflection channel (Item 3A) shall not be used. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS —SLP-TRK, SLPTRK325 CALIFORNIA EXPANDED METAL PRODUCTS CO —CST CLARKDIETRICH BUILDING SYSTEMS —Types SLT, SLT-H MARINONYARE, DIV OF WARE INDUSTRIES INC —Type SLT METAL-LITE INC —The System THE STEEL NETWORK INC —VertiTrack VT series, 250VT, 362Vi, 400VT, 600VT and 800VT Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December16,2015 P Y Page: 2 of 3 System No, HWD•0042 0 3. Joint System —Max separation between bottom of Floor or roof and lop of wall at lime of installation of joint system is 1 in. (13 rum). The joint O = system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows: A. Forming Material' —Nom 4 cad (64 kglm3) density mineral wool batt insulation cut with a length approx equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 25 percent in thickness and inserted into the flutes of the steel deck above the top of the ceiling runner. The mineral wool batt insulation is to project beyond each side of the ceiling runner, Flush with wall surfaces. Alternately, nom 4 pci (64 kglm3) forming material cut lc shape of flute and nom t in. (25 rum) longer than thickness of wall; mineral wool compressed from ends and firmly packed into each flute to attain a min compression rate of 14.3 percent in the length (wall thickness) direction to be flush with both wall surfaces. Additional 5!8 in. and 1-1/4 in. (16 and 32 rum) wide strips for 1 and 2 hr rated assemblies, respectively, of nom 4 pct (64 kg/m3) mineral wool batt insulation are to be cut to fill the gap between the top of the gypsum board and bottom of the steel deck. The strips of mineral wool are compressed 50 percent and tightly packed, cut edge first, into the gap between the top of the gypsum board and bottom of the steel deck on both sides of the wall. IIG MINWOOL L L C —MinWool-1200 Safing ROCK WOOL MANUFACTURING CO —Delta- Board ROXUL INC—SAFE THERMAFIBER INC —Type SAF A1. Forming Material` —Plugs — (Optional, Not Shown) Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner, flush with wall surfaces. Additional forming material, described in Item 3A, to be used in conjunction with the plugs to fill the gap between the tap of gypsum board and bottom of steel floor units. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CP777 Speed Plugs A2. Fomnin Material` - tri s — 0 ti riot -Nom /8 in. and 1-114 in. 16 and 32 rum wide b 2 in. 51 rum hi h recut mineral wool stri s S o 5 9 P I P ) ( ) Y ( 1 9 P P f r t n 2 hr rat a m li r tiv 1. Th ri ar m r r nt and firml d ut fi t into the a b tw n o a d ed sse b es es ec e e st s e ce essed 50 ce acke c ed e rs, a ee P Y P P Pe Y P 9 9 P the top of the gypsum board and bottom of the steel floor units on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips B. Fill, Void or Cavity Material" —Min 1116 in. (1.6 rum) dry thickness (1!8 in. or 3.2 rum wet thickness) of fill matedal sprayed or troweled on each side of the wall to completely cover mineral wool forming matedal and to overlap a min of 1/2 in. (13 rum) onto gypsum board and steel deck on both sides of wall. When Spray -Applied Fire Resistive Material' is applied to the Steel Floor and Form Units`, the fill material is to overta the sum board a min of 1/2 in. 13 rum and the S ra - lied Fire Resistive Material a min of 2 in. 51 rum on both sides P 9YP ( ) P Y APP ( ) of wall. When spray -applied fire resistive materials are used, the fireslop joint spray shall overlap the wall a min 112 in. (13 rum) and overlap the spray -applied fire resistive material a min of 2 in. (51 rum) on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CFS-SP WB Firestop Joint Spray `Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Canada). respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,20t5 P Y Page: 4 of 4 sl U�,s F'� System No. HW-D-0218 0 c us 0 classified by = Urderwnlers Laboratories Inc. to UL t479 and CAWULL5115 1A 16 rA 1A 1B I a — llll — ___'_ un T — ---- __ — --- 1 I ll I 1 I I I 1E � ---_— � Ill — j ul I I I 2A ii --- �� 1 — 3 i II II _ __ I I — — — 1C I I 1 I I I r— I I � — -----� 11E 1C 3B 1D 3A 2B 2C 3B �A 2C 26 SECTION A -A 1. Floor Assembl —The fire -rated fluted steel floor uniticencrete Boor assembl shall be constructed of the matedals and in the manner Y Y described in the individual D700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following censWction features: A. Steel Floor and Fonn Units' —Max 3 in. (76 rum) deep gall steel fluted floor units. B. Concrete —Min 2-112 in. 64 rum thick reinforced concrete as measured from the to lane of the floor units. ( ) PP C. Structural Steel Su rt 0 tional -Steel beam or o n-web steel 'oist ass edfied in the individual D700 or D900 Series Floor-Ceilin PPo (P ) Pe 1 P 9 Design, used to support steel floor units. Structural steel support oriented perpendicular to wall assembly. —Steel beam or open -web steel joist, as specified in the individual D700 or D900 Series Floor -Ceiling Design, used to support steel floor units. SWctural steel support oriented a endicular to wall assembl . P rP Y D. Steel Lath —Where open -web steel joists pass through the fire rated wall, 3/8 in. diamond mesh expanded steel lath having a nom weight of 1.7 to 3.4 Ib per sq yd (0.9 l01.8 kglm2) shall be secured to one side of each joist with steel tie wire and the lath shall be fully covered with no min thickness requirement. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems August26,2013 P Y Page: 1 of 3 ANSIiUL2079 CANIULC S115 Assembly Ratings —1 and 2 Hr (See Item 2) F Ratings-1 and 2 Hr (See Item 2) Nominal Joint Width -1 In. FT Ratings —1 and 2 Hr (See Item 2) Class II Movement Capabilities — 25% Compression or Extension FH Ratings —1 and 2 Hr (See Item 2) L Ratio AI Ambient— Less Than 1 CFMllin ft 9 FTH Ratio s —1 and 2 Hr See Item 2 9 ( ) L Rating At 400 F —Less Than 1 CFMllin ft Nominal Joint Width -1 In. Class I I Movement Capabilities — 25%Compression or Extension L Rating At Ambient— Less Than 1 CFMllin ft L Rating A1400 F —Less Than 1 CFMlin ft System No. HW-D•0264 0 0 2 A2. Light Gauge Framing'- Notched Ceiling Runner— As an allemate to the ceiling runners in Items 2A through 2A1, notched ceiling runners to consist of C-shaped gall steel channel with notched return Flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 rum) OC. OLMAR SUPPLY INC—Type SCR A3. Light Gauge Framing' —Slotted Ceiling Runner— As an allemate to the ceiling runner in Item 4A through 4A2, ceiling runner to consist of gall steel channel with slotted flanges sized to accommodate steel studs (Item 4B). Flange height of slotted ceiling runner shall be 3.1/4 in. (83 rum) with 2 in. (51 rum) deep slots. Slotted ceiling runner installed parallel to direction of fluted steel Floor deck, directly beneath steel straps, and secured to straps with Iwo No. 8self-drilling, self -tapping steel screws per strap. SCAFCO STEEL STUD MANUFACTURING CO —Slotted Track -Type SDLT B. Studs —Steel studs to be min 2-112 in. (64 rum) wide. Studs cut 314 in. (19 rum) to 1 in. (25 rum) less in length than assembly height with bottom nes8ng in and resting on the floor runner and with top nesting in ceiling runner without attachment When storied ceiling runner (Item 4A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1!2 in. (13 rum) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 rum) OC. When slotted ceiling runner (Item 4A3) is used, steel studs cut in lengths 314 to 1-3/4 in. (19 to 44 rum) less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 112 (13 rum) long wafer head steel screws at +l- 3116 in. (5 rum) of the mid -height of slot on each side of wall. C. Gypsum Board' —For 1 hr assembly, one layer of 5i8 in. (16 rum) thick gypsum board as specified in the individual Wall and Partition Design. For 2 hr assembly, two layers of 5!8 in. (16 rum) thick gypsum board are specified in the individual Wall and Partition Design. For both howdy ratings, a nominal 1-112 in. (38 rum) gap shall be maintained between the tap of the gypsum board and the bottom surface of the steel floor units and the to row of screws shall be installed into the studs 3 in. 76 rum below the valle s of the steel floor units. P ( ) Y The howdy ratings of the joint system are dependent on the howdy rating of the wall. 5. Joint System —Max separation between bottom of Floor and top of wall is 1-112 in. (38 rum). The joint system is designed to accommodate a max SOpercent compression or extension from its installed width. The joint system consists of a forming material and a fill material between the top of the gypsum board and the bottom of the floor, as follows: A. Formin Material' —Min 4 cf 64 k m3 densi mineral wool batt insulation cut shall be cut into stri s to fill the a between the to of 9 P( 91 1 tY P 9 P P sum board and bottom of the floor units. The width of the stri s shall bee ual to the total thickness of the sum board. The stri s of 9YP P q 9YP P mineral wool are corn rossed 50 rcent in thickness and finnl acked into the a between the to of the sum board and bottom of P Pe Y P 9 P P 9YP the mineral wool plug or steel floor units. IIG MINWOOL L L C —MinWool-1200 Safing JOHNS MANVILLE INTERNATIONAL INC — Safin 9 ROCK WOOL MANUFACTURING CO —Della Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF A1. Forming Material` -Strips — (Optional) -Nam 5!8 in. (16 rum) and 1-114 in. (32 rum) wide precut mineral wool strips for 1 hr and 2 hr rated assemblies respectively. The strips are compressed 50 percent in thickness and finely packed into the gap between the top of the gypsum board and bottom of the steel floor units on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips B. Fill, Void or Cavity Material' -Sealant —Min 118 in. (3.2 rum) wet thickness (min 1116 in. a 1.6 rum dry thickness) of fill material sprayed or troweled on each side of the wall to completely cover the mineral wool funning material and to overlap a min of 112 in. (13 rum) onto gypsum board, steel floor units or roof deck and steel straps on both sides of the wall and min 2 in. (51 rum) onto spray -applied fire resistive material (Item 1C). HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CFS-SP WB Firestop Joint Spray `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December16,2015 p Y Page: 3 of 3 N E. S ra -A lied Ftre Resistive Material —After the installation of the cellln runner Item 2A 2A1 or 2A2 steel floor units to be s ra ed 0 PYPP 9 •1 1 PY o with the thickness of material specified in the individual D700 Series Design or the structural steel supports to be sprayed in accordance � with the specifications in the individual D900 Series Design. Material is to be excluded from the steel Boor units, directly above the gypsum = board and from the flanges of the ceiling runners. — W RGRACE & CO CONSTRUCTION PRODUCTS DIV Type MK-6MY ISOLATEK INTERNATIONAL —Type 300 1A. Roof Assembly— (Not Shown) — As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 or P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following censWdion features as applicable: A. Steel Root Deck —Max 3 in. (76 rum) deep gall steel fluted roof deck. B. Root Insulation —Min 2-114 in. (57 rum) (hick poured insulating concrete, as measured from the top plane of the steel roof deck. C. Structural Steel Support— (Optional) -Steel beam or open•web steel joist, as specified in the individual P700 or P900 Series Roof•Ceiling Design, used to support steel roof deck. Structural steel support oriented perpendicular to wall assembly. Steel beam or open -web steel joist, as specified in the individual P700 or P900 Series Roof•Ceiling Design, used to support steel roof deck. Structural steel support oriented perpendicular to wall assembly. D. Steel Lath —Where open -web steel joists pass through the fire rated wall, 318 in. diamond mesh expanded steel lath having a nom weight of 1.7 to 3.41b er s d 0.9 to 1.8 k m2 shall be secured to one side of each'oist with steel tie wire and the lath shall be full covered P qY ( 91 ) 1 Y with no min thickness re uiremenl. q E. Spray -Applied Fire Resistive Material` —After the installation of the ceiling runner, (Item 2A, 2A1 or 2A2) steel roof deck to be sprayed with the thickness of material specified in the individual P700 Series Design or the structural steel supports to be sprayed in accordance with the spedficetions in the individual P700 or P900 Series Design. Material is to be excluded from the steel roof deck, directly above the gypsum board and from the Flanges of the ceiling runners. W R GRACE & CO - CONN —Type MK-6lHY ISOLATEK INTERNATIONAL —Type 300 2. Wall Assembly' —The 1 or 2 h fire -rated gypsum boardlslud wall assembly shall be censWcled of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners —Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge gall steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling runner shall be min 114 in. (6 rum) greater than max extended joint width. Ceiling runner centered beneath and parallel with valley of steel floor units (Item 1A). Ceiling runner secured to steel floor units with mason anchors steel fasteners or welds s aced max 24 in. 610 rum OC. A clearance of 1-112 in. 38 rum shall be maintained between ry P ( 1 ( ) the ceilin runner and the s ra -a lied fire resistive material on the structural steel su rt members. 9 P Y PP PPo Al Light Gauge Framing' -Slotted Ceiling Runner— As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of gall steel channel with slotted flanges sized to accommodate steel studs (Item 28). Slotted ceiling runner installed parallel to direction of fluted st el d centered beneath walla rior to the a li ation f s ra -a lied fire resistive material and secured with steel mason anchors e tom• Y� P PP c o P Y PP ry • steel fasteners or welds s aced max 24 in. 610 rum OC. P ( 1 BRADY ONSTRUCTION INNOVATIONS IN DBA SLIPTRACKSYSTEMS —SLP-TRK C C, — CALIFORNIAEXPANDED METAL PRODUCTS CO CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H MARINONVARE DIV OF WARE INDUSTRIES INC — T e SLT YP SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C — Tme-Action Deflection Track THE STEEL NETWORK INC —VertiTrack VT, series,250VT, 362VT, 400VT, 600VT and 800VT AZ. Li ht Gau a Framin `-Vertical Deflection Ceilin Runner — As an alternate to the ceilin runners in Item 2A and 2A1 vertical deflection 9 9 9 9 9 ceilin runner to consist of all steel channel with slotted vertical deflection cli s mechanicell fastened within runner. Slotted cli s 9 9 P Y P, provided with step bushings, far permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 28). Vertical deflection ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material and secured with steel mason anchors steel fasteners or welds s aced max 24 in. 610 rum OC. ry P ( ) THE STEEL NETWORK INC VertiTrack VTD362, VTD400, VTD600 and VTD800 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems August26,2013 P Y Page: 2 of 3 tgbarchitects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com 3626 R GIST D E fRE ITECT l KEN) GRE STATE OF WASHMIGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Se 13 2024 p CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION ASSEMBLIES ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO V 1 2 3 1 4 5 6 7 8 I 9 10 11 SHEET NO U_ G 0 vmffKtz� 1 2 3 4 5 I I I IrD71 llI I I r LIFj I I J LL.�` I i*--- L== I I I I II II II DEMO ALL WALLS, CASEWORK, FLOORING AND WALL BASE III THROUGH OUT SPACE. SLAVAGE ALL WINDOW - _ TREATMENTS AND COORFINATE WITH BUILDING OWNER FbR STORAGE OR RE -INSTAL IATION III I II I I II I I III 11- II <�f� II 1 owl G1 FLOOR PLAN - LEVEL 1 - DEMO 1 /4" = 1'-0" DEMO PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER & AREA 101 DOOR TO BE DEMOLISHED C WALL TO BE DEMOLISHED DOOR TO REMAIN WALL TO REMAIN EXISTING DEMO TO REMAIN _ _ _ = SMOKE PARTITION ="' ="""'® 1-HOUR FIRE BARRIER """"ME" 2-HOUR FIRE BARRIER Existing Supply grills Existing Return grills O I I I I I + DEMO ALL CEILING GRID, LIGHT FIXTURES AND ANY CEILING MOUNTED / QUIPME TTHRO GH OUT SPACE. 1-J it + L_ (�LEILING PLAN -LEVEL 1 -DEMO 1 /4" = 1'-0" N DEMO RCP SYMBOLS E 0 U O N EXISTING a- DEMO - o TO REMAIN T T +-+-+-+En ACOUSTICAL PANEL CEILING GWB CEILING (V v NOT IN SCOPE j N M v 1 4 5 6 7 I 6 4 rGF TYP �� TYP 5 G6 TYP A7.00 A7.00 A7.00 - 2'-2" I I STORAGE 103A J5 RECEPTION A6.01 J7 101 r PATCH AND REPAIR G1 G4 CONSTRUCTION TO G8 A6.01 6 TOILET' MATCH ADJACENT ,i , 103 EXISTING WALL TYP & FINISH EXAM ROOM 1 F - 102' --- L 102 103 1006 C6 PASS THRU I II 8'-4" L -I A6.01 HALL J1 C4 ED 112 J3 A6.01 SEMI -RECESS FEC: JL INDUSTRIES ACADEMY SERIES, VERTICAL DUO HALL 107 - j WAITING -00-1 M A6.01 M MA 1001 110 j 109 108 511 I j BREAK109 - 1 j - [__�S_TORAGE I 108 II 1 kl i � I C1 A6.01 B 109B jj PATCH AND REPA CONSTRUCTION 0/ EXISTING WALL TY I I A L TYP NORTH G5 FLOOR PLAN - LEVEL 1 - NEW 1 /4" = 1'-0" FLOOR PLAN SYMBOLS 8 tEl �k EXAM ROOM 2 104 WALL MOUNT MONITOR I 104 IMEDS STORAGE 105 105 i i J 106 4'-1" L EXAMIROOOM 4 EXAM106 OM 3 9'-5" 9'-5" A6.01 E5 I I E5 A6.01 OPP _ i r 9 10 11 DEMOLITION NOTES 1 DEMOLITION PLANS REPRESENT EXISTING CONDITIONS THEY ARE INTENDED FOR REFERENCE ONLY THESE PLANS ARE NOT INTENDED TO BE A DESCRIPTION OF ALL REQUIRED WORK. REFER TO CONSULTANT tgb architects DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. ALL AREAS NOT NOTED FOR DEMOLITION ARE TO BE PROTECTED THROUGH DURATION OF WORK. 3. ALL OPENINGS IN SLABS, ROOFS, WALLS, CEILINGS, AND PARTITIONS CREATED BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION SHALL BE SEALED AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH t 425.778.1530 21911 76th Ave W. Ste 210 LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. f 425.774.7803 Edmonds WA 98026 4. ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS CREATED BY PROJECT -RELATED info t g barchitects.com DEMOLITION OR NEW CONSTRUCTION SHALL BE CLOSED AS NECESSARY TO MAINTAIN FIRE -RATING, www.tgbarchitects.com ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER -PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 5. REPLACE OR REPAIR ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 6. THE OWNER WILL REMOVE ALL EXISTING MEDICAL EQUIPMENT FROM THE AREA OF WORK PRIOR TO TURNING THE SPACE OVER TO THE CONTRACTOR. NOTIFY THE OWNER OF ANY MEDICAL EQUIPMENT REMAINING IN REGISTERED THE SPACE. TECT 7. CONSULT WITH THE OWNER PRIOR TO DEMOLITION ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE E KENT GRE OWNER CAN TAKE POSSESSION. STATE OF WAS] -"TON 8. ANY MATERIALS AND EQUIPMENT INDICATED IN DRAWINGS TO BE SALVAGED AND REUSED ON THIS PROJECT TO BE STORED BY CONTRACTOR UNTIL SCHEDULED REINSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. 9. STABILIZE ANY EXISTING -TO -REMAIN BUILDING COMPONENTS THAT BECOME UNBRACED DUE TO SELECTIVE OR PARTIAL DEMOLITION. PROVIDE A SOUND PERMANENT STRUCTURE PER CODE. 10. PATCH AND REPAIR ALL EXISTING WALLS & FLOORS AFFECTED BY DEMOLITION TO MATCH ADJOINING FINISHES. FLOOR PLAN NOTES 1. FLOOR PLANS MAY NOT INCLUDE TOTAL OF ALL REQUIRED WORK. COORDINATE WITH DESIGN/BUILD SUBS THRU THE GC. 2. SECURE NEW WALLS TO SUBSTRATE WITH FASTENERS LOCATED 2' FROM EACH END AND SPACED A / MAXIMUM OF 16" O.C. 3. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ANY CABINETS, EQUIPMENT, HANDRAILS, OR WHERE REQUIRED. NORTH 4. LOCATE ALL NEW DOORS 6" FROM HINGE SIDE OF ADJACENT WALL UNLESS NOTED OTHERWISE. ®® 5. ALIGN NEW WALLS WITH ADJACENT EXISTING WHERE APPLICABLE FOR A SMOOTH, CONTINUOUS FINISH. 6. ADD COLUMN FURRING WITH 7/8" FURRING STRIPS & (1) LAYER OF 5/8" GWB EXTENDED TO 6" ABOVE CEILING AT ALL EXPOSED COLUMNS UNLESS NOTED OTHERWISE.. 7. ALL PARTITIONS SCHEDULED TO RECEIVE ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS AND SHALL BE CONSTRUCTED AND CAULKED AS SPECIFIED. New Return air open ROOM NAME ROOM NAME WITH NUMBER plentum _10 _1 PARTITION TYPE TAG - SEE PARTITION L New Supply Grill O1i TYPELEGEND f EXISTING ► ► NEW - NON -RATED PARTITION 101 DOOR TAG - SEE DOOR SCHEDULE 00 ELEVATION VIEW LOCATION REFERENCE 00 A7. 0 00 SHEET WHERE VIEW IS LOCATED jNOT IN SCOPE 4 5 6 NORTH n CEILING PLAN - LEVEL 1 - NEW 1/4" = 1'-0" TYPICAL CEILING SYMBOLS LED 2X2 OR 2X4 RECESSED LIGHTING, DIMMABLE LITHONIA LIGHTING BLT SERIES LED, OR SIM LED PENDANT LIGHTING, DIMMABLE LIGHTOLOGY MINA PENDANT SATIN NICKEL WITH BLACK CHORD 3000K 2 3 1 4 5 1 6 NORTH GENERAL DAYLIGHT ZONE NOTES ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2015 6" LED RECESSED CAN LIGHT WASHINGTON STATE ENERGY CODE. 0 FOCAL POINT, OR SIM PRIMARY DAYLIGHT ZONE & SECONDARY DAYLIGHT ZONE: AS INDICATED ON PLANS ® ILLUMINATED EXIT SIGNS AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT LITHONIA LIGHTING EDG, OR SIM OUTPUT OF THE CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO LESS THAN 15% OF RATED POWER AT MAXIMUM 0 LED BACKLIT MIRROR LIGHT OUTPUT. BOBRICK B-1671 2436 DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. SEE RCP FOR ROOMS/ARAS WHERE OCCUPANCY SENSORS TO BE LOCATED. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 7 8 9 REFLECTED CEILING PLAN NOTES 1. FINAL COORDINATION OF LAYOUT TO BE WITH DESIGN/BUILD SUB VIA THE GC. WHERE CONFLICTS AT LIGHT AND AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, REFER TO ARCHITECTURAL. 2. REFER TO LIFE SAFETY DRAWINGS FOR EXIT LIGHTS. SMOKE DETECTORS AND DIFFUSERS TO BE COORDINATED WITH DESIGN/BUILD MEP VIA THE GC. 3. FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635 AND INSTALL IN HEALTHCARE ACCORDANCE WITH ASTM C-580. 4. REPAIR AND REPLACE ANY CEILING GRID OR TILES DAMAGED DUE TO CONSTRUCTION TO MAINTAIN A NEW REALTY FINISHED LOOK. SOUTH HILL PAIN 5. NEW CEILING AND SOFFIT HEIGHTS ARE TO BOTTOM OF GRID OR BOTTOM OF FINISHED GWB AND ARE NOTED ON RCP. AND WELLNESS 6. CEILING GRIDS ARE DRAWN CENTERED IN THE ROOM AND SHALL BE INSTALLED CENTERED WITHIN THE ROOM AS SHOWN. 7. CEILING -MOUNTED LIGHTS, SPEAKERS, DIFFUSERS, GRILLES, AIR TERMINALS, SPRINKLER HEADS, AND SIMILAR ARE DRAWN CENTERED IN CEILING PANELS OR CENTERED IN ROOM. THESE DEVICES SHALL BE INSTALLED 21701 76TH AVE W CENTERED WITHIN THE CEILING PANELS AND WITHIN THE ROOMS AS SHOWN. SUITE 104 8. REFER TO PLANS AND DETAILS FOR SOFFIT HEIGHTS, WIDTHS, DEPTHS, AND LOCATIONS. EDMONDS, WA 98026 9. ADD WOOD BLOCKING BETWEEN ROOF TRUSS @ MINIMUM 16" O.C. TO SUPPORT SOFFIT FRAMING. 10. NOT ALL REQUIRED ACCESS PANELS ARE SHOWN AND ARE TO BE PROVIDED AS REQUIRED. PAINT TO MATCH ADJACENT CEILING. 11. IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. 12. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND COMPRESSION STRUTS ONLY IN CEILINGS OF 1000 SF OR PERMIT/BID SET GREATER ( SEE ASCE 7-13.5.6.2.2 SECTION C) 13. IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES RECEIVED TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING. Sep 13 2024 DEMO DEPA49 W PLANS - FLOOR & CEILING - LEVEL 1 KEYPLAN 10 A MC A nE 111/ni11/ 11 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: NORTH SHEET NO Al Ol ■ 23019 JLO JLO 1 2 3 1 4 5 6 7 8 9 10 11 c� J 0 U m a ti v co v N O N FF&E SCHEDULE FF&E NO. DESCRIPTION CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED COORD MFR ELEC BLOCKING COORDINATION REQUIRED w ; Z o m REMARKS CC01 GRAB BAR - 42" - B6806-42 Bobrick Yes 0 1 EA CCO2 GRAB BAR - 36" - B-6806-36 Bobrick Yes 0 1 EA CC03 GRAB BAR -18" V - B6806-18 Bobrick Yes 0 1 EA CC04 SURFACE MOUNTED TOILET SEAT DISPENSER - B4221 Bobrick 1 EA CC05 PAPER TOWEL DISPENSER - B4262 Bobrick 6 EA CC06 SOAP DISPENSER - B4112 Bobrick 6 EA CC08 SPECIMEN PASS-THRU CABINET - B-505 Bobrick Yes 0 1 EA CC09 TOILET PAPER DISPENSER - B2840 Bobrick 1 EA CC11 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL - B-270 Bobrick 1 EA CC12 COAT HOOK - B-542 Bobrick 1 EA OWNER FURNISHED / CONTRACTOR INSTALLED 0001 WALL MOUNTED MONITOR Yes Yes • • 00O2 REFRIGERATOR Yes • OWNER FURNISHED / OWNER INSTALLED 00O3 UC REFRIGERATOR Yes • FF&E PLAN - LEVEL 1 - NEW 1 /4" = 1'-0" NORTH ZI F MATERIAL FINISH LEGEND MATERIAL NAME DESCRIPTION MANUFACTURER MATERIAL STYLE/SERIES COLOR/TEXTURE SIZE COMMENTS ACOUSTIC CEILING PANEL ACP-1 ACOUSTICAL CEILING ARMSTRONG ULTIMA BEVELED TEGULAR #1942 & WHITE 24" x 24" PANEL INTERLUDE XL 15X16" SUSPENSION SYSTEM BASE B-1 RUBBER BASE JOHNSONITE BASEWORKS 4" PEPEERCORN - TB1 4" X ROLL LENGTH B-2 PLAM BASE MATCH PL-2 4"H CORNER GUARD CG-1 CORNER GUARD CONSTRUCTION SPECIALTIES STAINLESS STEEL CO-8 1" LEG X FULL HEIGHT PAINT P-1 GENERAL WALL PAINT SHERWIN WILLIAMS SW6231 ROCK CANDY P-2 DOOR FRAMES SHERWIN WILLIAMS SW7020 BLACK FOX PLASTIC LAMINATE PL-1 PLASTIC LAMINATE WILSONART ID91 SLATE GREY VERTICAL @ EXAM ROOMS PL-2 PLASTIC LAMINATE WILSONART 18211K-28 PHANTOM PEARL VERTICAL @ RECEPTION DESK RESILIENT SHEET RS-1 RESILIENT SHEET ARMSTRONG VITALITY SHEET - 0873V STRENGTH 73530 6' ROLL GOODS RESILIENT TILE RT-1 RESILEINT TILE (PLANK FLOORING) SHAW CONTRACT TERRAIN II TIMBER 6" X 48" SOLID SURFACING MATERIAL SSM-1 SOLID SURFACING MATERIAL DALTILE ONEQUARTZ CONCRETE LOOK NQ87 - CONCRETE GREY SLAB SSM-2 SOLID SURFACING CORIAN TBD SLAB MATERIAL TILE T-1 FLOOR TILE CONCEPT SURFACES OZ SERIES SOLID 12" X 24" TOILET ROOM WALLS - FIELD T-2 WALL TILE CONCEPT SURFACES OZ SERIES DARK STRIPES 12" X 24" TOILET ROOM WALLS - ACCENT T-3 WALL TILE - ACCENT CONCEPT SURFACES OZ SERIES SOLID 12" X 24" ROOM FINISH SCHEDULE ROOM NAME ROOM NO. FLOORING WALLS CEILING FINISH BASE FINISH NORTH EAST SOUTH WEST WAITING ROOM 100 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 RECEPTION 101 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 1 102 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 TOILET 103 T-1 T-3 T-2/T-3 T-2/T-3 T-2/T-3 T-2/T-3 GWB STORAGE 103A RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 2 104 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 MEDS STORAGE 105 RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 3 106 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 4 107 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 STORAGE 108 RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 BREAK ROOM 109 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 MA 110 RT-1 B-1 - P-1 P-1 P-1 ACP-1 HALL 111 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 HALL 112 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 NORTH ZIZ� FINISH PLAN LEVEL 1 NEW ZI 1/4" = V-0" FINISH NOTES 1. ALL EXPOSED WALL SURFACES SHALL BE FINISHED. 2. FINISHES TO BE INDICATED ON FINISH PLAN, ROOM FINISH SCHEDULE, AND INTERIOR ELEVATIONS. REFER TO FINISH LEGEND FOR FINISH SELECTIONS. 3. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 4. ALL MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTION/RECOMMENDATIONS AND INDUSTRY STANDARDS. 5. ALL FINISHES TO BE PATCHED AND REPAIRED SEAMLESSLY. ENSURE ALIGNMENT OF FINISHED SIDE WHERE TWO DIFFERENT WALL TYPES INTERSECT. NOTIFY ARCHITECT BEFORE PROCEEDING IF ALIGNMENT IS NOT POSSIBLE. 6. PATCH FINISHES AT CORRIDORS TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING. 7. ALL WALL / CEILING MOUNTED FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS, HVAC GRILLES, ACCESS PANELS, ETC. TO BE PAINTED TO MATCH ADJACENT WALL / CEILING COLOR. 8. PROVIDE COLOR MATCHED CAULK (MATCHING ADJACENT PLASTIC LAMINATE / SOLID SURFACE) AT CASEWORK. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL TO ARCHITECT. 9. IF ANY ITEMS ARE IDENTIFIED REQUIRING FINISH/COLOR SELECTION NOT ADDRESSED IN THESE DRAWINGS, CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY & PROVIDE SAMPLES OF FINISH / COLOR OPTIONS FOR SELECTION, CLEARLY IDENTIFYING ANY ABOVE BASE BID. 10. ALL FLOORING TRANSITIONS TO COMPLY WITH ADA REQUIREMENTS. 11. FLOORING SHALL EXTEND UNDERNEATH ALL OPEN COUNTERTOP WORK SURFACES. 12. ALL FLOORING TRANSITIONS BETWEEN ROOMS TO BE CENTERED UNDER DOOR IN CLOSED POSITION U.O.N. TRANSITION STRIPS SHALL NOT BE VISIBLE FROM PUBLIC CORRIDOR SIDE. 13. CONTRACTOR TO BE RESPONSIBLE FOR TESTING SUBSTRATES FOR APPROPRIATE MOISTURE LEVELS PRIOR TO INSTALLING MATERIALS. 14. ALL OUTSIDE CORNERS TO RECEIVE CORNER GUARDS. 15. FINISH ALL VERTICAL & HORIZONTAL SURFACES OF SOFFIT WITH SPECIFIED FINISH. FINISH SYMBOLS FINISH ABBREVIATIONS USED ON THIS AND OTHER FINISH SHEETS INCLUDE THE FOLLOWING ACP ACOUSTICAL CEILING PANELS B BASE CC CUBICLE CURTAIN CG CORNER GUARD CONIC CONCRETE CPT CARPET FAB FABRIC GL GLAZING OR GLASS MTL METAL PT PAINT IRS RESILIENT SHEET RT RESILIENT TILE SS STAINLESS STEEL SSM SOLID SURFACING MATERIAL T TILE PL/PLAM PLASTIC LAMINATE WC WALL COVERING WD WOOD WP WALL PROTECTION FLOOR PATTERN DIRECTION RS-1 CORNER GUARD RT-1 j NOT IN SCOPE T-1 FF&E NOTES 1. SEE FURNITURE AND EQUIPMENT SCHEDULES FOR CONTRACTOR RESPONSIBILITIES. 2. SEE INTERIOR ELEVATIONS AND ACCESSORY MOUNTING HEIGHTS FOR ADDITIONAL INFORMATION PRIOR TO INSTALL. 3. CONTRACTOR TO PROVIDE IN -WALL BLOCKING AS REQUIRED FOR EQUIPMENT. 4. CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. 5. ALL FURNITURE TO BE OWNER PROVIDED AND OWNER INSTALLED UNLESS OTHERWISE NOTED. FF&E SYMBOLS & ABBREVIATIONS THESE ABBREVIATIONS ARE FOR USE IN FF&E TAGS ONLY. SEE SPEC SECTION 1.02 FOR MORE INFORMATION ON FURNISH AND INSTALL RESPONSIBILITIES AND DEFINITIONS. OC FURNISHED BY OWNER / INSTALLED BY CONTRACTOR VC FURNISHED BY VENDOR / INSTALLED BY CONTRACTOR 00 FURNISHED / INSTALLED BY OWNER CC FURNISHED / INSTALLED BY CONTRACTOR VV FURNISHED / INSTALLED BY VENDOR 0001 FURNITURE & EQUIPMENT TAG AO CR R/A AUTO -DOOR OPENER, CARD READER, COMBINATION (PUSH PLATE) DUPLEX ELECTRICAL RECEPTACLE EMERGENCY POWER QUADPLEX ELECTRICAL RECEPTACLE —� EMERGENCY POWER V V 0 DATA TERMINAL, VOICE TERMINAL, DATA/VOICE TERMINAL KEYPLAN A MC A nr IA►noi/ tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED iTECT L KiNT GRE Y STATE OF WASMWTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FINISH & FF&E PLAN - LEVEL 1 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: DRAWN BY: V 1 2 3 4 6 7 1 8 9 10 11 NORTH SHEET NO Al m5l 1 2 3 4 5 6 7 8 9 10 11 CASEWORK NOTES Y 0 U- 100 WAITING ROOM - NORTH U-I 100 WAITING ROOM - WEST U'I 1 IIVIJI IL-U LIVV rfVVLL 101 RECEPTION -NORTH PL-1 1 IIYIUI ILU LIYU I rIIYLL v-I 101 RECEPTION -EAST 3/8" = V-011 �vi 3/8" = V-0" �vi 3/8" = V-0" ��i 3/8" = V-0" U- I r L- I 101 RECEPTION -SOUTH 3/8" = V-0" ao � WALL MOUNT \ MONITOR `\ LL- - _-- _-- _-- _-- -- / / B-1 w 104 EXAM ROOM .2- SOUTH G U 75 a 00 LP v co v 0 CD CV �J 3/8" = 1'-0" 326M 28 C1 PL-2 FILLER PANEL 36 15 9.5 PL-2 COORDINATE ICE MAKER OUTLET d BOX IIII II SSM-1 �� I r------lid C06 CO 111. I � 00O2 i IIII PL-2 LI o I I N I I 141 26 34 24 c1 109 BREAK ROOM 1 - WEST 3/8" = 1'-01, 7 302 24 30 2 FILLER PANT' 15 PL 1 PL-1 Fl 4-11 254 24 18 34 34 24 24 102 EXAM ROOM 1 - EAST 3/8" = V-0" PME MMIS Illiff A7 9.5 G4 103 TOILET - NORTH - 1-0 3/8" 302 302 302 24 24 24 30 PL-1 FILLER PF"'­ in in 15 r — — r 7 C� O° SSM-2 o 0005 o 0 o ,o 0 (V 0 � e � F25-41 141 20 24 34 34 24 24 104 EXAM ROOM 2 - WEST 110 MA - NORTH 3/8" = V-0" SSM-1 SSM_ PL-2 ih < 34"H PL-1 FILLER PANEL PL-1 PL-1 DIGITAL L( 112 HALL - SOUTH 3/8" = V-0" TOILETS AND DRINKING FOUNTAINS (AND WATER COOLERS) - TYPICAL CLEARANCES AND MOUNTING LOCATIONS PL-1 w J LLI J z w U U z LLI U Q CV (V T-3 modlIll 01111111 G G6 103 TOILET - EAST 3/8 - 1 0 1141 l I L54 1 ' 24 24 34 34 24 24 EXAM ROOM 3/4 -WEST/EAST 54" MIN SIGN IDENTIFYING GRAB BAR ACCESSORY ACCESSORY BACK -WALL BACK -WALL TOILET FOR "MEN" OR 42" MIN LOCATIONS ON 42" MAX LOCATIONS ON 42" MAX LOCATIONS ON 12" MIN GRAB BAR ACCESSORIES "WOMEN", AND „ 24" MIN 24" MIN INCLUDING A 12" MAX GRAB -BAR WALL GRAB -BAR WALL NO -GRAB -BAR WALL LOCATION LOCATI g" T012".� 39 TO 41 GRAB BARS WILL7 PICTOGRAM, AND TOP OF BAR TPD (TYPE MANUAL INCLUDING TEXT WITH OCCUR ONLY AT _ _ MAY VARY) IV I I FLUSH (WHERE TSICD �BRAILLE VGBI AMBULATORY ON OCCURS ACCESSIBLE STALL OCCURS) ON OF BAR OPEN SIDE HGB z HIGHEST z «_______�_ z _ _ ❑--- u l z _ z BRAILLE LINE co TOP zo � u rco J=t 0 BAR OF aLl ~, IR I SCD cLOWEST M M N SNR N M BRAILLE LINE MOUNTING HEIGHTS FOR TOILET -STALL ACCESSORIES AND PLUMBING FIXTURES (ACTUAL SITUATIONS MAY BE MIRROR -IMAGE OF THOSE INDICATED) TOILET -ROOM IDENTIFICATION SIGNAGE 66" MIN TOE CLE R j. 36" CL i HIGH -LOW ELECTRIC HIGHEST LOW POINT OF :if 17" TO 19" 1'-3" MIN I WATER COOLER (EWC) OPERABLE PART REFLECTIVE w w Cwi) 60" MIN LEAR 17" TO 19" 1 D_ `" O 1'-3" MIN 1 & HIGH -LOW DRINKING OR OUTLET ON (MIRROR) SURFACE o o U T-3" MIN 1 I FOUNTAIN (DF). ACCESSORY � w r no! 4L 1'-3" MI 1 0 I COMPRESSOR AND SNV PTD ¢----„---„--- ------ ---- z GRILLE(DASHED) AT SD ¢ w ,¢,, 16 T018 -- -- Lu U T WATER -COOLER ONLY. - PTD _ "' L J F J I ° -- -- —�-- \ / IL I o U¢ 0 LIP AT 17 1 ¢w Lu Y I ___ - LLI0 J wo MANUAL w AFFIMAX i u) i ��-�_�+ o `\ / J t- U O r- U FLUSH 1 ¢ ,,, li -=v- J z z o z z z z> - WR ¢ J (WHERE z I Z I Ci O o �__-� °O o BABY LL OCCURS - 1 - I €- = _� Z0 M PW - Q Q coo; ) co oo Z�--= Z�I CHANGING THIS SIDE `"' €_-_ STATION s------- OCCURS) CLEARANCES FOR PLUMBING FIXTURES ACCESSORY HEIGHTS, LAVATORY HEIGHT, AND WATER -SPOUT HEIGHTS T-3 T-3 LIGHTED MIRROR, SEE CEILING PLAN FOR SPECS T-3 T-3 112 HALL - NORTH 3/8" = V-0" lip LEIMIME I T-3 w J F- z w U U ¢ CV FL T-3 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. tgb architects 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS. 3. PROVIDE A 1" RADIUS EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. PROVIDE A 1" OVERHANG ON ALL COUNTERTOPS. 5. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP t 425.778.1530 21911 76th Ave W. Ste 210 (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. f 425.774.7803 Edmonds WA 98026 6. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. Info@tgbarChlteCtS.Com www.tgbarchitects.com 7. GROMMETS SHALL BE 3" DIAMETER PLASTIC WITH REMOVABLE NO -HOLE COVER. COLOR TO BE SELECTED BY ARCHITECT. 8. METAL COUNTERTOP SUPPORT BRACKETS SHALL BE PROVIDED BY CASEWORK FABRICATOR. 9. FOR PRICING PURPOSES PROVIDE COUNTERTOP SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK SUBMITTAL DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH SUPPORT FOR APPROVAL AND EQUIPMENT COORDINATION BY ARCHITECT. 3626 10. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWI STANDARDS, AND REGISTERED AS DIRECTED BY CASEWORK FABRICATOR. ITECT 11. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, L KENT GRE y ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, STATE OF WASNMIGTON PRIOR TO FABRICATION OF THE CASEWORK 12. AT UPPER CABINETS, PROVIDE A SCRIBE STRIP AT CEILING AND WALLS 13. WHERE COUNTERTOPS ABUT A WALL, PROVIDE SIDESPLASH. 14. SEMI -EXPOSED CASEWORK SURFACES & SHELVING TO BE WHITE MELAMINE INTERIOR ELEVATION SYMBOLS ®— CABINET TAG INDICATING CABINET TYPE PER AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS 12 ► WIDTH IN INCHES 12 — HEIGHT IN INCHES 12 —DEPTH IN INCHES DESC - DESCRIPTION OF MODIFICATION, WHERE OCCURS © PROVIDE LOCK, WHERE INDICATED T-3 T-3 PL-3 MATERIAL TAG, SEE FINISH SCHEDULE ABBREVIATIONS USED ON THIS AND OTHER ELEVATION SHEETS INCLUDE THE FOLLOWING: w J F- z w U Q CV Ell r A7 A7 CH COAT HOOK 9.5 9.5 DF DRINKING FOUNTAIN EWC ELECTRIC WATER COOLER FEC FIRE EXTINGUISHER CABINET 103 TOILET -SOUTH 103 TOILET -WEST GB GRAB BAR EYG8 NCA NURSE CALL ALARM 3/8" = 1' 0" NCL NURSE CALL LIGHT NCP NURSE CALL PULL CORD PTD PAPER TOWEL DISPENSER PW PIPE WRAP (INSULATION) SD SOAP DISPENSER SNV SANITARY NAPKIN VENDING SNR SANITARY NAPKIN RECEPTACLE TPD TOILET PAPER DISPENSER TSCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE / / / 0 MAnn TI IMI1 EXAM ROOM ACCESSORY PLACEMENT g BETWEEN GEL SIGNAGE (WHERE OCCURS) 6" UNLESS OTHERWISE MTG-HEIGHT WHERE FIRE EXTINGUISHER BETWEEN GEL DISPENSER AND RELATED TO TELEPHONE REQUIRED BY BUILDING ONE IS INDICATED AND CABINET (FEC) DISPENSERS IGNITION SOURCE SUCH (AREA OF RESCUE OR INSTUITUTION `\ FIRE EXTINGUISHER AS ELECTRICAL SWITCH ASSISTANCE) STANDARD \ (WALL-MTD WITH HIGHEST OR ELEC RECEPTACLE `\ HIGHEST PART OF BRACKET) (FE) OPERABLE O `\ HOOK OR MTG CH TELEPHONE SIGN `\ PLATE WHERE \ PART DATA PLATE \ SECOND IS CH (BEHIND /' INDICATED o PHONE) CD 50 �`) r, , 00 -I- GEL DISPENSERS TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE COAT HOOKS & ROBE HOOKS FIRE EXTINGUISHERS PAPER SOAP "MIN DISTANCE FROM TOWEL DISPENSER 4'-0" MINIMUM GEL MINIMUM IGNITION SOURCE INCLUDING ELECTRICAL DISPENSER BETI DEVICES INCLUDING SWITCHES AND RECEPTACLES ff DISPENSERS 11 - --- ❑---------- WALL-MTD ITEMS WITH LESS THAN 1 1/2" MAX TF__ PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS EXAM CASEWORK °O (MAY OCCUR UNDER w M = MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING JI MORE THAN 1 1/2" FROM THE WALL CANNOT BE WALL MTD > ------%� PLACED BENEATH GEL DISPENSERS ACCESSORIES) GEL DISPENSERS ACCESSORIES AT EXAM ROOMS HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO A6mOl 23019 V 1 2 3 4 5 6 7 8 9 10 11 Y C9 1 2 3 4 5 6 7 8 9 DOOR SCHEDULE DOOR FIRE FRAME HARDWARE NO. ROOM NAME WxH RATING TYPE MATERIAL FINISH GLAZING TYPE TYPE MATERIAL FINISH SET NO. COMMENTS 100A WAITING ROOM 3' - 0" x T - 0" 20 FIG SCWD MATCH EXISTING FIRELITE A HDWD MATCH EXISTING 1 100B HALL T- 0" x T- 0" FG SCWD CLEAR MAPLE CLEAR, TEMPERED A HIM P-2 2 102 EXAM ROOM 1 T_ 0" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 2 103 TOILET T- 0" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 4 103A STORAGE 2'- 8" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 3 104 EXAM ROOM 2 3' - 0" x T - 0" F SCWD CLEAR MAPLE A HIM P-2 2 105 MEDS STORAGE 2'- 8" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 3 106 EXAM ROOM 3 3' - 0" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 2 107 EXAM ROOM 4 T- 0" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 2 108 STORAGE 2'_ 8" x T- 0" F SCWD CLEAR MAPLE A HIM P-2 3 109A BREAK ROOM 3' - 0" x T - 0" N SCWD CLEAR MAPLE CLEAR, TEMPERED A HIM P-2 2 109B BREAK ROOM T- 0" x T- 0" 20 N SCWD MATCH EXISTING FIRELITE A HDWD MATCH EXISTING 1 DOOR TYPE LEGEND L\ F FLUSH N FULL (HINGED) GLASS--LITE F" GLASS- LITE DOOR HARDWARE LOCATIONS AT DOORS WITH LEVERS OR KNOBS, AND SIMILAR OPERABLE OPENING HARDWARE: LOCATE OPENING HARDWARE HERE DOES NOT NECESSITATE TIGHT PINCHING OR GRASPING, OR TWISTING OF THE WRIST TO OPERATE DOOR PER IBC 1010.1.9.1 & ICC A117.1-2009 SECTION 404.2.6 LOCATION OF DOORS ON FLOOR PLANS 0 w - ----------- I I I I I \ Q I I I I Z U Es I I I I "'Lu 0 I I AT SWING DOORS AND" 0 I I I I� POCKET DOORS: WHERE\ = OPENING LOCATION IS NO- Lu 0 1 1 1 DIMENSIONED ON PLANS, LOCATE OPENING 6" FROM N J I I CROSSING PARTITION, AS ZD I i i i INDICATED 0 c.� a 0 co v co N 0 N FRAME TYPE LEGEND OPNG SIZE PER OPNG SCHEDULE A DOOR ONLY I I I I I I � I I I II I 0 I II I Lu Q U I II I p I II I z I II I w I II AT SLIDING BARN - TYPE DOORS: o WHERE OPENING LOCATION IS NOT UJI II I DIMENSIONED ON Z ZD II PLANS, LOCATE II I OPENING 6" FROM CROSSING PARTITION, AS INDICATED ANG/HEADER AS APPROPRIATE TO NING INTERIOR PARTITION PER PLANS - CONSTRUCTION, CONFIGURATION, AND WIDTH MAY VARY URS ANCHORS PER FRAME SUPPLIER ACOUSTICAL INSULATION IN FRAME WHERE PARTITION HAS ACOUSTICAL INSULATION WRAP -AROUND HOLLOW -METAL FRAME, FIRE -LABELED AT FIRE -RATED OPENINGS. FOR TYPICAL FRAME DIMENSIONS, SEE DETAIL THIS SHEET. DOOR (LEAF) - CONSTRUCTION AND CONFIGURATION MAY VARY C1021.07 HM-FRAME SWING DOOR 3" = 1'-0" 1 2 DOOR HARDWARE SCHEDULE SET TYPE AO CR CLOSER PROTECTION COMMENTS 1 ENTRANCE LOCK SET • KICK PLATE, WALL STOP 2 PASSAGE LATCH SET WALL STOP 3 OFFICE LOCK SET WALL STOP 4 PRIVACY LOCK SET • KICK PLATE, MOP PLATE, WALL STOP OCCUPANCY INDICATOR FRAME PROFILES TI In/1nT nl\IrGIM /lAl vnnirn a w mi O Q cn fl� w U-ry U- w o=� 0�0 JQ J W =W J J 2=ao L LLJ �Q _ - � U Uco DOOR, HARDWARE, AND WINDOW NOTES 1. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. 2. REFER TO PROJECT MANUAL AND DOOR SCHEDULE FOR HARDWARE SETS. 3. SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. 4. ALL DOOR TYPES ARE SHOWN AS SINGLE PANEL, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF DOORS. 5. ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, UNO. 6. AT STOREFRONT DOORS, ALL STILE SIZES, RAIL SIZES, AND RAIL LOCATIONS SHALL BE PER THE MANUFACTURER'S STANDARD MEDIUM -STILE DOOR, LINO. 7. ALL GLAZING IN DOOR LITES AND SIDE LITES SHALL BE 1/4" TEMPERED GLASS AND SHALL BE WIRE -FREE FIRE GLASS WHERE DOOR IS REQUIRED TO BE FIRE -RATED. 8. WHERE A DOOR IS LOCATED IN AN ACCOUSTICALLY RATED WALL, PROVIDE ACOUSTICAL INSULATION IN DOOR FRAME ON ALL SIDES. PARTITION TO ALIGN WITH EXISTING WINDOW SILL PROFILE. NO FASTENERS ARE TO PENETRATE EXISTING MULLION OR SILL IN THIS INSTALLATION. FIELD VERIFY TYPICAL PARTITION JOG AT MULLION 3" = V-0" EDGE OF EXISTING WINDOW SILL BEYOND PARTITION AS FIELD SCHEDULED METAL VERIFY ALUM BREAK METAL MATCH CLOSURE TO MATCH SYSTEM STOREFRONT SYSTEM ALUM CLOSURE PIECE, PAINT TO MATCH WALL COLOR - -- -- - - -- -- - - -- -- - - -- --- - - ---- TIC tj 2" MIN LENGTH CLOSED CELL FOAM ADHESIVE CONT FULL -HEIGHT ACOUSTIC SEALANT BOTH SIDES. ALUM WINDOW MULLION PARTITION TO ALIGN WITH EXISTING WINDOW SILL PROFILE. NO FASTENERS ARE TO PENETRATE EXISTING MULLION OR SILL IN THIS INSTALLATION. SUPPORT CEILING METAL STUDS/JOISTS AND TRACKS COMPLYING WITH ASTM C-1007-1la. -------------- ------------ ----- AND O INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. --------------------- OR SUPPORT CEILING ON GRID -TYPE SUSPENSION SYSTEM COMPLYING WITH ASTM C-754-11 AND GA-216-13. AND INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. OR SUPPORT CEILING ON SUSPENSION SYSTEM (WIRES, HAT -CHANNELS AND C-CHANNELS) COMPLYING WITH ASTM C-754-11 AND GA-216-13. INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. C3030.18 CONSTRUCTION OF GYPSUM BOARD CEILINGS T' FASTEN STRUT TO STRUCTURE ABOVE WITH APPROVED OR ENGINEERED FASTENERS BRACING WIRES FOUR #12 (MINIMUM)WIRES SPLAYED 90- DEGREES FROM EACH OTHER, AT AN ANGLE OF NOT EXCEEDING 45-DEGREES FROM THE PLANE OF THE CEILING COMPRESSION STRUTS FOR CEILINGS GREATER THAN 1000 SF, PROVIDE CISCA-COMPLIANT, CODE - COMPLIANT BRACING WITH COMPRESSION STRUUT. COMPRESSION STRUT MAY BE USG DONN- BRAND COMPRESSION STRUT OR ANY OTHER APPROVED OR ENGINNEERED SYSTEM, USING LIGHT -GAGE FRAMING, ELECTRICAL CONDUIT OR COLD -ROLLED STEEL SECTIONS. .A R 141rl F_;L1/;L' Y 1 1/4" ,p.i rAgF_ R Tllp �Af��rO1AStdl�9 tNS%4I� WTH ATA45VED OR ENGINEERED FASTENERS 0 0 0 0 0 0 77777 SEISMIC BRACING FOR CLGS GREATER THAN 1000 SF, AND CLGS UNATTACHED TYPICAL PARTITION AT MULLION J3" = V-0" :a •- a — FASTEN CLIP ANGLE TO a ° .. BRACE WITH (2) #10 SHEET- METAL SCREWS UNDERSIDE OF EXISTING STRUCTURE ABOVE 20 GA. MINIMUM, 2 1/2" MINIMUM STEEL STUD OR TRACK (BRACE) 20 GA. MIN. METAL CLIP -ANGLE. AT 4'-0" OC MAXIMUM - SIZE AS NECESSARY FOR ALTERNATE DIRECTION OF EACH SECURE ATTACHMENT TO BRACE WHERE POSSIBLE STRUCTURE/DECKING ABOVE. FASTEN SIMILAR TO DETAIL FOR PARTITION ATTACHMENT TO STRUCTURE/DECKING ABOVE 3" X 3" X 3" X 20 GA. MIN. METAL CLIP -ANGLE - FASTEN TO BRACE AND TO RUNNER/TRACK WITH (2) # 10 SHEET -METAL SCREWS TOP RUNNER/TRACK (SLOTTED OR NESTED OR DEEP -LEG AS NECESSARY TO ACCOMODATE co 3/4" DEFLECTION) - INSTALL SNUG AGAINST CEILING GRID STUDS CUT TO ACCOMODATE 3/4" DEFLECTION FRAMED PARTITION PER FLOOR PLANS - CONSTRUCTION MAY VARY PARTITION TOP DETAIL- BRACED 6 ABOVE CEILING. E7 1 1/2''- 1'-0" ALL CEILING -MOUNTED LIGHTING FIXTURES, AND CEILING -MOUNTED AIR TEMINALS AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. PENDANT -HUNG LIGHTING FIXTURES, LIGHTING FIXTURES WEIGHING 56 LBS OR MORE, AND AIR TERMINALS AND SERVICES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS, AND AIR TERMINALS AND SERVICES WEIGHING 20 TO 56 LBS, SHALL HAVE TWO 12 GAGE HANGERS (SLACK WIRES ALLOWED) CONNECTING THE ITEM TO THE STRUCTURE ABOVE. CEILING -MOUNTED LIGHTING, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES WALL OR PARTITION SUPPORTING PERIMETER OF SUSPENSIONS SYSTEM. CONSTRUCTION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS ATT,4CH HEAVY-DUTY CEILING GRID MEMBERS TO TWO ADJACENT WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR OPPOSITE WALLS. ACCOMPLISH BY MEANS OF 7/8" WALL MOLDINGS ALL AROUND WITH MFR'S SEISMIC CLIPS ALL AROUND. PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL SIDES ONLY AT CEILINGS OF 1000 SF OR GREATER PROVIDE CISCA-COMPLIANT SEISMIC BRACING WITH COMPRESSION STRUTS AT 12'-0" EACH WAY. ATTACH TO MAIN RUNNER, WITHIN 2" OF CROSS -RUNNER o o 0 0 0 L�7 ACOUSTICAL CEILING PANELS 8" MAXIMUM 2" MAXIMUM- -'� (MAY BE SQUARE -EDGE OR TEGULAR) LI GENERAL ARRANGEMENT OF SUSPENSION SYSTEM (AND SEISMIC BRACING WHERE OCCURS) C3030.17 CONSTRUCTION OF ACP CEILINGS A63" = 1'-0" 3 1 4 5 6 7 NOTE THE FOLLOWING: FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635. INSTALL CEILING GRID IN ACCORDANCE WITH ASTM C-636, INCLUDING PROVISIONS ON WIRE HANGERS, ATTACHMENT OF WIRE HANGERS, SPACING OF WIRE HANGERS, CARRYING CHANNELS, SPLICES, ASSEMBLY DEVICES, AND CEILING FIXTURES. INSTALL CEILING GRID IN ACCORDANCE WITH THE ADDITIONAL INFORMATION ON THIS DETAIL, WHICH IS A SUMMARY OF THE CISCA (ARCHITECTURAL) STANDARDS FOR SEISMIC ZONES 3 AND 4 (DESIGN CATEGORIES D, E, AND F). INSTALL CEILING -MOUNTED ITEMS AND FIXTURES, INCLUDING LIGHT FIXTURES, MECHANICAL SERVICES, CABLE TRAYS, CONDUIT AND SIMILAR IN ACCORDANCE WITH CISCA STANDARDS FOR SEISMIC ZONES 3-4. THIS MAY INCLUDE INDEPENDENT SUPPORT FOR SOME CEILING -MOUNTED ITEMS. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND COMPRESSION STRUTS ONLY IN CEILINGS OF 1000 SF OR GREATER ( SEE ASCE 7-13.5.6.2.2 SECTION C) IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. 8 7 10 11 WALL TYPE SCHEDULE TYPE STUD SIZE THICKNESS HEAD CONDITION INSULATION TYPE A5 6" 71/4" FULL HEIGHT ACOUSTICAL BATT B4 3-5/8" 4 7/8" 6" ABV CLG ACOUSTICAL BATT G2 2-1/2" 31/8" FULL HEIGHT NONE UNDERSIDE OF STRUCTURE ABOVE 6" MTL TRACK CEILING PER RCP 5/8" TYPE "X" GWB BOTH SIDES, EXTEND TO STRUCTURE ABOVE. ACOUSTICAL BATT INSULATION PER WALL TYPE 6" MTL STUD 6" MTL TRACK SEALANT & BACKER ROD BOTH SIDES FINISH FLOOR AS SCHEDULED TYPEA2 &A5- NR 6"MTL FULL HEIGHT 1 1/2" = V-0" UNDERSIDE OF STRUCTURE ABOVE 3-5/8" MTL TRACK CEILING PER RCP 5/8" TYPE "X" GWB BOTH SIDES ACOUSTICAL BATT INSULATION PER WALL TYPE 3-5/8" MTL STUD 3-5/8" MTL TRACK SEALANT & BACKER ROD BOTH SIDES FINISH FLOOR AS SCHEDULED ,0' Flo TYPE B1 & B4 - NR_3-5/8"MTL_6" ABV CLG 1 1/2" = V-0" UNDERSIDE OF STRUCTURE ABOVE 2-1/2" MTL TRACK CEILING PER RCP ACOUSTICAL BATT INSULATION PER WALL TYPE 5/8" TYPE "X" GWB (1) LAYER. EXTEND TO STRUCTURE ABOVE. 2-1/2" MTL STUD FINISH FLOOR AS SCHEDULED UL# TYPE G2 & G4 - NR FURR 2-1/2"MTL 6" ABV CLG 1 1/2" = V-0" 10 11 tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED ITECT L KENT GRE Y STATE OF 4VASN1IGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET PARK�1§ep I CEILII IT M0 sDOOR SCHEDULES & DETAILS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: DRAWN BY: SHEET NO A7mOO 1 2 3 1 4 5 6 7 8 9 10 11 INTERIOR ELEVATION SYMBOLS .. M. cD LL w W U m a "'— FASTEN TO COUNTERTOP COUNTERTOP SUPPORT BRACKET FASTENED TO STUD -BLOCKING AT EACH MFR-PROVIDED PRE -DRILLED HOLE. OE1 COUNTERTOP WITH IN -WALL STEEL SUPPORT 1 " = V-0" OE3 RECEPTION DESK - ENLARGED 3/4" = 1'-0" SOFFIT PER ELEVATIONS RECESSED ELECTRICAL RECEPTACLE 2" DIA GROMMET, 0 Q 1.4 CU FT TO 1.6 CU FT J COUNTERTOP W U MICROWAVE. CONFIRM DIMENSIONS WITH of TH OF TYPICAL 1.6 CIF0 OWNER :if CO _ `_? Of W Q U D_ d LL O LIGHT VALANCE WHERE OCCURS 326M UPPER - MICROWAVE DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS) RESILIENT FLOORING PER FINISH SCHEDULE UNDERLAYMENT 1/8" MAX SLOPE METAL TRANSITION STRIP TILE FLOORING PER FINISH SCHEDULE ON —TILE MORTAR GROUT CRACK ISOLATION MEMBRANE CONCRETE SLAB Al FLOORING TRANSITION - RESILIENT TO TILE 12" = 1'-0" 1 2 SSM-1 WATERFALL EDGE AT END OF TRANSACTION TOP BEYOND PL-1 2'-1 IN WALL SUPPORT co ACCESS PANEL CV PL-1 8„ - SSM-1 PL-2 AT FRONT PANEL M SSM-1 TRIM AT FRONT OF DESK 2" DEPTH, EASED EDGES OE5 RECEPTION DESK SECTION - 42" H 3/4" = V-0" i PARTITION AS SCHEDULED WALL FINISHES AND/OR WALL PROTECTION TO BE APPLIED PRIOR TO ATTCHMENT OF CORNERGUARD STAINLESS -STEEL CORNERGUARD WITH WINGS - FASTEN WITH MFR- i RECOMMENDED ADHESIVE OR TAPE, UNLESS OTHERWISE INDICATED OR SPECIFIED ' TERMINATE CORNERGUARD AT TOP OF j WALL -BASE (WALL -BASE VARIES) 1" EACH LEG A3 C3010.06 CORNER GUARD - STAINLESS STEEL 6" = 1'-0" 3 4 5 SSM-1 WATERFALL EDGE AT END OF TOP 8" SSM-1 BEYOND PL-1 110, � IN WALL COORDI LOCATI( 2' 1" PL-2 AT FRONT PANEL REF, FO CONFLI( IN WALL SUPPORT ACCESEE 0 io ACCESS PANEL N N SSM-1 TRIM AT PL-1 FRONT OF DESK PL-1 2" DEPTH, EASED UC REF EDGES OE7 RECEPTION DESK SECTION - 34" H 3/4" = 1'-0" MFR'S STANDARD SQUARE -TOP METAL CAP/TRIM OR SIMILAR ► SELF -COVED (FLASH - COVED) VINYL/RUBBER FLOORING (ADHERED WITH MFR- RECOMMENDED ADHESIVE GYPSUM BOARD SUBSTRATE MFR'S SMALLEST ENDED RECSIZE SIET STRIP A5OWALL BASE - SELF -COVED RESILIENT 12 V-011 O1 MA DESK SECTION 3/4" = 1'-0" CONTINUOUS METAL OR WOOD BLOCKING AS NECESSARY FOR FASTENING OF TILE SCREED GYPSUM BOARD _6" AFF, UNLESS OTHERWISE_ , INDICATED ON INTERIOR a ELEVATIONS - TILE SCREED, SIMILAR TO SCHLUTER SCHIENE, ALUMINUM FINISH. PROVIDE SCREED AT TOP AND BOTTOM OF RAIL, AND AT ALL p ,a EXPOSED ENDS (ENDS THAT DO NOT RETURN TO A CROSSWALL OR TO o a CASEWORK). w TILE TYPES, SIZES, AND PATTERNS, AND GROUT TYPES AND COLORS AS o SCHEDULED AND AS INDICATED ON z INTERIOR ELEVATIONS. ADHERE PER d MFR'S RECOMMENDATIONS TO COMPATIBLE SUBSTRTATE. w F=- - =- � a' o AT DAMP AREAS: 5/8" TILE BACKER w BOARD OR 5/8" GL;ASS-MAT WATER- z RESISTANT GYPSUM BOARD. AT DRY AREAS. 5/8" GYPSUM BOARD. SCHLUTER - DILEX-AHK FLOOR TILE AS SCHEDULED e_9 51 OA7 TILE WALL TO TILE 6 V-011 FLOOR DETAIL 000 — CABINET TAG INDICATING CABINET TYPE PER AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS 12 ► WIDTH IN INCHES 12 HEIGHT IN INCHES 12 - DEPTH IN INCHES DESC - DESCRIPTION OF MODIFICATION, WHERE OCCURS PROVIDE LOCK, WHERE INDICATED PL-3 MATERIAL TAG, SEE FINISH SCHEDULE ABBREVIATIONS USED ON THIS AND OTHER ELEVATION SHEETS INCLUDE THE FOLLOWING: CH COAT HOOK DF DRINKING FOUNTAIN EWC ELECTRIC WATER COOLER FEC FIRE EXTINGUISHER CABINET GB GRAB BAR NCA NURSE CALL ALARM NCL NURSE CALL LIGHT NCP NURSE CALL PULL CORD PTD PAPER TOWEL DISPENSER PW PIPE WRAP (INSULATION) SD SOAP DISPENSER SNV SANITARY NAPKIN VENDING SNR SANITARY NAPKIN RECEPTACLE TPD TOILET PAPER DISPENSER TSCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE CASEWORK NOTES 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS. 3. PROVIDE A 1" RADIUS EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. PROVIDE A 1" OVERHANG ON ALL COUNTERTOPS. 5. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. 6. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. 7. GROMMETS SHALL BE 3" DIAMETER PLASTIC WITH REMOVABLE NO -HOLE COVER. COLOR TO BE SELECTED BY ARCHITECT. 8. METAL COUNTERTOP SUPPORT BRACKETS SHALL BE PROVIDED BY CASEWORK FABRICATOR. 9. FOR PRICING PURPOSES PROVIDE COUNTERTOP SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK SUBMITTAL DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH SUPPORT FOR APPROVAL AND EQUIPMENT COORDINATION BY ARCHITECT. 10. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWI STANDARDS, AND AS DIRECTED BY CASEWORK FABRICATOR. 11. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, PRIOR TO FABRICATION OF THE CASEWORK 12. AT UPPER CABINETS, PROVIDE A SCRIBE STRIP AT CEILING AND WALLS 13. WHERE COUNTERTOPS ABUT A WALL, PROVIDE SIDESPLASH. 14. SEMI -EXPOSED CASEWORK SURFACES & SHELVING TO BE WHITE MELAMINE !E OF SSM-1 WATERFALL GE BEYOND -2 AT FRONT PANEL tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED ITECT L KENT GRE STATE OF WASHINGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Sep 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CASEWORK DETAILS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO SHEET NO 6 7 8 9 1 10 11