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APPROVED BLD FIR BLD2024-0847+Architectural_Plan+6.18.2024_2.05.41_PM+43300871 2 3 4 5 6 7 8 9 10 11 Y x C7 w 0 U ) m a u" SHEET INDEX GENERAL G0.00 COVER SHEET G0.21 LIFE SAFETY PLANS HEALTHCARE REALTY G0.22 PARTITION TYPES - UL DESIGN 419 ASSEMBLY G0.23 CONSTRUCTION ASSEMBLIES ARCHITECTURAL AD1.01 DEMOLITION FLOOR AND REFLECTED CEILING PLANS - LEVEL 3 A1.01 FLOOR AND REFLECTED CEILING PLANS - LEVEL 3 A1.51 FF&E & FINISH PLANS - LEVEL 3 A6.01 INTERIOR ELEVATIONS TRANSFORMATION CARE A7.00 DOOR & FRAME SCHEDULE & DETAILS PARTITION AND INTERIOR DETAILS NETWORK EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET PROJECT NOTES PROJECT TEAM VICINITY MAP PROJECT INFORMATION 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF TGB ARCHITECTS AND ARE NOT TO BE COPIED OR REUSED FOR ANY OTHER OWNER: OWNER CONTACT: SCOPE OF WORK PROJECT. RYAN YOUNGMAN HEALTHCARE REALTY 206 495 7226 a REMODEL OF EXISTING SUITES 300A, 300B, 301, AND 306 INTO ONE SUITE. WORK TO INCLUDE A NEW RECEPTION AND 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 3310 WEST END AVENUE, SUITE 700 RYUNGMAN@HEALTHCAREREALTY.COM NASHVILLE, TN 37203 w CL WAITING AND OFFICES FOR PATIENT CARE. TOTAL SQUARE FOOTAGE: INDICATED HEREIN. LEGAL DESCRIPTION 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. TENANT: TENANT CONTACT: TIM MARSHALL -REDGATE Swedish Edmonds 216th St. SW 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 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR INFECTION CONTROL DURING COURSE OF CONSTRUCTION WITH OWNER PRIOR TO COMMENCEMENT OF WORK. TRANSFORMATION CARE NETWORK 781 706 4866 TIM.MARSHALL@REDGATE-RE.COM Campus 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 & 5. PROVIDE 24" SQUARE ACCESS PANELS OR OF SIZES REQUIRED WHERE PLUMBING AND HEATING VALVES, WATER SWITCHES, OXYGEN PRESSURE SWITCHES, VENTILATION AMP; EXC S 30FT THOF FOR RD SPUTTER DAMPERS, ETC. ARE SHOWN ON PLUMBING AND MECHANICAL DRAWINGS. SUCH ACCESS PANELS TO BE INSTALLED IN THE FOLLOWING:A) GWBBOARD CEILINGS) TAX PARCEL NUMBER METAL STUD AND MASONRY PARTITIONS. ARCHITECT: ARCHITECT CONTACT: O 005807-000-027-02 6. WALL ASSEMBLIES MUST BE MAINTAINED AT ALL RECESSED FIRE EXTINGUISHER CABINETS AND ALL RECESSED EQUIPMENT. TGB ARCHITECTS GINA DAIS 21911 76TH W, SUITE 210 425-599-4463 76T AVEAV W, S 21701 76th Ave W AUTHORITY HAVING JURISDICTION (AHJ� 7. PROVIDE FIRE EXTINGUISHER CABINETS OF THE TYPE SPECIFIED. REFER TO FLOOR PLAN(S) FOR LOCATIONS. GDAIS@TGBARCHITECTS.com EDMONDS, CITY OF EDMONDS 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. APPLICABLE CODES OBTAIN ELECTRICAL PERMIT FROM 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 GENERAL CONTRACTOR: GENERAL CONTRACTOR CONTACT: RYAN DEAN AXIOM NORTHWEST CONSTRUCTION, INC 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 ( ) - 10. ALL GWB IS 5/8" TYPE'X' UNLESS NOTED OTHERWISE. 425-903-4038 2232 BROADWAY AVE, SUITE 101 RYAN@AXIOMNW.COM LIFE SAFETY CODE: NFPA 101 - 2012 STATE LABOR & 11. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE EVERETT, WA 98201 :E FIRE CODE: INTERNATIONAL FIRE CODE (IFC) 2021 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2021 ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. ^ ids? PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2021 NATIONAL ELECTRICAL CODE (NEC) - 2020 ELECTRICAL CODE''NATIONAL INDUSTRIES 12. ALL SUBSTRATES ARE TO BE SMOOTH PRIOR TO INSTALLATION OF FINISHES. z2otn St. sw zzotn St. ACCESSIBILITY COD ANSI A117.1 - 2009 (BY REFERENCE FROM IBC AND WSBC) sw 13. ALL WORK AND MATERIALS TO CONFORM TO FACILITY STANDARDS. DEFERRED SUBMITTALS 1. MECHANICAL 2. PLUMBING 3. ELECTRICAL WORK SUBJECT OVERALL SITE PLAN 4.FIRE ALARM TO FIELD SPECTION FOR FI Approved DFM cMr�sguYt CONSTRUCTION TYPE - ���➢� �� l9 ��/ I�s I I I \ \\ \ ' I I South County Fire :; - _ ` ----- 2 E COMPLIANCE Date: a e: 07/09/2024 OCCUPANCY GROUP B \I t�Exf,t R-T,14 Nb'�wJ ,- � `° 'NSW'`-- J \ � . 07-09-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITION: APPLY FOR A OCCUPANT LOAD 22J SEPARATE FIRE ALARM PERMIT. DFM BURT - / i ,' i 1 =9 , ,-6 rti 3�a. A = i ' SM T r- ) 1% 3 STOKY M601(_,t q"JN1ED �11�4STRlPES�p \ matN 25 a" 8-0" 9 0 18 0" 25d --- $ "CIN Ral o � DIdA'fES PL�GLS ,l 19NNT 1"m ONL-r x CFLN INOK^fpe ' 110' con ZO-011 1 1� KEYPLAN w I i� � 0. I/ lu J PLANS MUST BE■ Q ,i toreAPPROVED 3 m ooaruy i1 c I s i _ , `� '-`\ / . - E II if j �';� I rc* COIL. wa1i / �}- - y I �-0 a \I s C G G G G 33 I CatOf Edmonds y - "-_-=_=- e =:��-. I 3�f dhdh I_ I _4 I ; i@� ON JOB SITE Building Department Work REMODEL .------------------------------------------ Address 21701 76TH AVE W #300 ------------------------------------------------- Owner HEALTHCARE REALTY n .--- -:` __� ' _ _ ____ Z4Lo \ IAtO \ -' -��- �c ♦ ` _ _ _ - ,ec<uNe /f�yYy�\`y}`y�y\ 't`::.;,y.;, PRCPERT(LING' �7 A '?'S Q ` 90 �9y Y9 7' .i `%.L 'V"Y\,� Ji �� p r>•w _ __-- --- , _ _ \ �3 ------ -- �1 .4j9 _ \ . 9 _ _ 1 L; -- - -_j IN od_ / - 1 I Separate Plumbing and Mechanical permits required. Please obtain via MyBuildingPermit. Com Approved Date 07/29/2024 I . I All fire rated assemblies shall be maintained. Assemblies Building Official: Erg Carfer ; ' 10 compromised during construction or founded during p g g Permit Number------------------------------------------------- BLD2024-0847 ' construction shall be restored. =---------------------- ale I I a • r I r ' II I I AREA OF WORK 1 -- rJ \ f I , 218ri+ STiZEET ; SW _ _ - 3� NORTH 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 3616 REGISTERED TECT fSTWA$1WTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET COVER SHEET ISSUANCE No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: GMD DRAWN BY: JLO/GMD SHEET NO GOmOO 1 2 3 4 5 6 7 8 9 1 10 11 Y x 0 J 0 U a 1 2 3 4 5 6 7 8 9 EXIT ON GRADE CODE ANALYSIS - TENANT IMPROVEMENT 2021 WA STATE BUILDING CODE (REF IBC-2021) EXISTING BUILDING INFORMATION EXISTING BUILDING -MAIN OCCUPANCY PER RECORD DWGS B-BUSINESS EXISTING BUILDING -CONSTRUCTION TYPE PER RECORD DWGS VA -I HR EXISTING BUILDING - NUMBER OF STORIES PER RECORD DWGS 3-STORIES EXISTING BUILDING - SPRINKLERED? PER RECORD DWGS NO OCCUPANCY AND USE ------- -------- MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 -------- OUTPATIENT CLINIC SPACES (INCLUDING RELATED BUSINESS SPACES)SECTION 304 GROUP B - BUSINESS (4,790 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 (442 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 (98 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 OCCUPANT LOAD CHAPTER 10 SECTION 1004 -------- -------- BUSINESS AREAS TABLE 1004.5 4,250 SF / 1 OCCUPANT PER 150 SF GROSS = 23.3 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.5 442 SF / 1 OCCUPANT PER 15 SF NET = 24.5 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.5 98 SF / 1 OCCUPANTS PER 300 SF GROSS = 0.3 OCCUPANTS PROJECT OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 49 OCCUPANTS NUMBER OF EXITS REQUIRED - MINIMUM SPACES WHERE ONE EXIT IS ALLOWED COMMON PATH OF TRAVEL (ALLOWABLE) SECTION 1006.2.1 TABLE 1006.3.2 1 REQUIRED 200 FT IN GROUP B, WHEN NON-SPRINKLERED 100 FT IN GROUP B, WHEN NON-SPRINKLERED WITH AN OCCUPANT LOAD OF LESS THAN 30 SECTION 1006.3.3 TABLE 1006.2.1 TABLE 1006.3.3(2) TABLE 1006.2.1 EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN NON-SPRINKLERED 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 DOOR TYPES ALLOWED DOOR SWING SECTION 1020.5 SECTION 1010.1.2 SECTION 1010.1.2.1 20 FT IN OCCUPANCY GROUP B, WHEN NON- SPRINKLERED NOT APPLICABLE WHEN ONLY ONE EXIT IS REQUIRED SWING TYPE DOORS. POWER -OPERATED DOORS. MANUALLY -OPERATED SLIDING DOORS SERVING AN OCCUPANT LOAD NOT EXCEEDING 10. DOOR MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A SPACE WITH AN OCCUPANT LOAD OF 50 OR MORE PLUMBING FIXTURES REQUIRED CHAPTER29 -------- 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. 3 PROVIDED. WATER CLOSETS, URINALS TABLE 2902.1 LAVATORIES DRINKING FOUNTAINS TABLE 2902.1 TABLE 2902.1 SECTION 2902.5 IN B OCCUPANCY: 1 REQUIRED PER 40 OCCS TO 80, THEN 1 REQUIRED PER EACH ADDITIONAL 80 OR FRACTION THEREOF. THUS 1 REQUIRED. 3 PROVIDED. 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. NO REQUIREMENT SERVICE SINKS TABLE 2902.1 CESS J AT IOR) kIN 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 AND SQUARE FOOTAGE NON -RATED PARTITION 1-HOUR FIRE BARRIER ® ILLUMINATED EXIT SIGN (WITH DIRECTIONAL ARROW WHERE NECESSARY) FEC FIRE EXTINGUISHER CABINET (EXISTING) gp DOOR FIRE RATING EXIT ACCESS TRAVEL DISTANCE 25'-0" KEYPLAN r1 R �r1 v i- v v v r,\r\ 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 *IM125TERED ITECT STATE OF WA&4WTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET LIFE SAFETY PLANS I66UANUF No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION I PROJECT NUMBER: 24017 PROJECT LEAD: DRAWN BY: 1 FLOOR PLAN - LEVEL 3 - CODE ANALYSIS 1 /8" = V-0" 2 3 4 5 6 7 8 7 10 11 NORTH SHEET NO ZI 3 GOm2l 1 2 3 4 5 6 7 1 8 9 10 11 Y a U_ BXUV.P533 - Fire -resistance Ratings - ANSI/UL 263 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. Fire -resistance Ratings - ANSI/UL 263 BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. P533 November 30, 2022 Unrestrained Assembly Rating — 1 Hr Finish Rating — 23 Min This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Y 0 SAX Alternate Ceiling Damper* — Max nom 11-1/8 in, long by 13-5/8 in. wide, fabricated from galvanized steel. Installed in accordance with the instructions provided by the ul manufacturer. Max damper openings not to exceed 76 sq in. per 100 sq ft of ceiling area. GREENHECK FAN CORP — Model CRD-31OWT 5AB. Alternate Ceiling Damper* — Max nom 12-3/8 in. long by 14-1/2 in. wide, fabricated from galvanized steel. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 90 sq in. per 100 sq ft of ceiling area. GREENHECK FAN CORP — Model CRD-32OWT SAC. Alternate Ceiling Damper* — Max 12 in. diameter damper within max 15 in. by 15 in. register box with max 12 in. by 12 in. register opening fabricated from galvanized steel. Aggregate area of the register opening(s) through the ceiling membrane shall not exceed 72 sq. in. per 100 sq. ft. of ceiling area. Damper assembly installed in accordance with the manufacturer's installation instructions. RUSKIN COMPANY— Model CFD7T-SR SAID. Alternate Ceiling Damper* — Max 12 in. diameter damper and insulated register box assembly. The maximum size of the register box assembly is nom. 20 in. long by 20 in. wide and 4 in. high fabricated from gals steel. The aggregate area of the register opening(s) through the ceiling membrane shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturers installation instructions. SOUTHWARK METAL MFG CO— Model 800 w/Box 5AE. Alternate Ceiling Damper* — Max 20 in. long by 16 in. wide by 4 in. high rectangular damper with plenum box assembly. The maximum outer dimensions of the plenum box assembly are 23-1/2 in. long by 19-1/2 in. wide and 17 in. high fabricated from 6pcf, 1-1/2 to 2 in. thick Knauf Air Duct Board M*. The aggregate area of the register opening(s) through the ceiling membrane shall not exceed 160 sq in. per 100 sq ft ceiling area. Damper assembly installed in accordance with the manufacturers installation instructions. SOUTHWARK METAL MFG CO — CRD w/DB Box G 5AF. Alternate Ceiling Damper* — Max 14 in. long by 14 in. wide and 18 in. high ceiling damper with boot or box assembly, fabricated from galv steel. The aggregate area of the register opening(s) through the ceiling membrane shall not exceed 98 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturers installation instructions. SOUTHWARK METAL MFG CO— Model 500 w Boot 510 w Boot 500 w Box or 510 w Box 5AG. Alternate Ceiling Damper* — Maximum 20 in. long by 18 in. wide by 2-1/8 in. high, fabricated from galvanized steel. Plenum box maximum size nom. 21 in. long by 18 in. wide by 16 in. high fabricated from either galvanized steel or Classified Air Duct Materials bearing the UL Class 0 or Class 1 rigid air duct material. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 180 sq in. per 100 sq ft of ceiling area. NAILOR INDUSTRIES INC — Types 0755, 0755A, 0756, 0756D, 0757, 0757D, 0757FP, 0757DFP, 0763 SAFE AIR DOWCO — 0455, 0455A, 0456, 0456D, 0457, 0457D, 0457-DB, 0457-CB, 0463-FB, 0457-EB, 0463-GB, 0463 5AH. Alternate Ceiling Damper* — Max nom 10-3/8 in. long by 10-3/8 in. wide, fabricated from galvanized steel. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 54 sq in, per 100 sq ft of ceiling area. GREENHECK FAN CORP — Model CRD-30OWT 6. Furring Channels — Resilient channels formed of 25 MSG thick gals steel. Installed perpendicular to the trusses (Item 2), spaced a max of 16 in. OC when no insulation is fitted in the concealed spaced, or a max of 12 in. OC when insulation is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane, or when insulation applied to the underside of the roofing system (Item 1). Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard buttjoints (spaced 6 in. OC) as shown in the above illustration. Channels secured to each truss with 1-1/4 in. long Type S screws. U 6A. Steel Framing Members* — (Optional, Not Shown) — As an alternate to Item 6 - Nom 12 ft (3.66 m) long main runners installed perpendicular to wood trusses and spaced 48 in. (1.22 m) OC. Main runners suspended from trusses with No. 12 SWG galv steel hanger wires reliably secured to the bottom chords of the trusses with screw -attached steel clips and spaced max 48 in. (1.22 m) OC. Nom 4 ft (1.22 m) long cross tees with 1-1/2 in. (38 mm) wide face installed perpendicular to main runners and spaced max 16 in. (406 mm) OC. Cross tees located 4 in. (102 mm) from each side of butted gypsum board end joints. Ends of steel framing members at walls to be supported by galv or painted steel angles or channels with min 1 in. (25 mm) horizontal leg. ARMSTRONG WORLD INDUSTRIES INC —Type DFR-8000 6B. Alternate Steel Framing Members* — (Optional, Not Shown) — As an alternate to Item 6 - For use in corridors or rooms having a maximum width dimension of 14 ft (4.25 m). Steel framing members consist of grid runners, locking angle wall molding and hanger bars. Locking angle wall molding secured to walls with steel nails or screws spaced max 16 in. (610 mm) OC. Slots of locking angle wall molding parallel with hanger bars to be aligned with tabbed cutouts in bottom edge of hanger bars. Hanger bars spaced max 50 in. (1.22 m) OC and suspended with No. 12 AWG steel hanger wires spaced max 48 in. (1.22 m) OC. Adjoining lengths of hanger bar to overlap 12 in. (305 mm) and to be secured together and suspended by a shared hanger wire. A min clearance of 1/4 in. (6 mm) shall be maintained between the ends of the hanger bars and the walls. Grid runners cut -to -length and installed perpendicular to hanger bars and spaced max 16 in. (406 mm) OC with additional grid runners installed 8 in. (203 mm) OC at gypsum board end joints. Grid runners parallel with walls to be spaced max 16 in. (406 mm) from wall. Ends of grid runners to rest on and engage slots of locking angle wall molding with a clearance of 3/8 in. (10 mm) to 1/2 in. (13 mm) maintained between each end of the grid runner and the wall. Bulb of grid runner to be captured by tabbed cutouts in bottom edge of hanger bars. ARMSTRONG WORLD INDUSTRIES INC —Type DFR-8000-SS 6C. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Item 6A - Main runners nom 12 ft (3.66 m) long, spaced 72 in. (1.83 m) OC. Cross tees, nom 6 ft (1.83 m) long, installed perpendicular to main runners and spaced 16 in. (406 mm) OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. (203 mm) OC. The main runners and cross tees may be riveted or screw -attached to the wall angle or channel to facilitate the ceiling installation. Co ARMSTRONG WORLD INDUSTRIES INC —Type DFR-8000 6D. Resilient Channels — For use with 7A-Formed from min 25 MSG galv steel installed perpendicular to trusses, spaced 16 in. OC. Channels secured to each truss with 1-1/4 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum panel end joint as shown in the above - illustration. Additional channels shall extend min 6 in. beyond each side edge of panel. Insulation, Item 3C is applied over the resilient channel/gypsum panel ceiling membrane. a v LL 6E. Steel Fromm Members —Not Shown — As an alternate to Item 6 furring channels and Steel Framing Members as described below: 9 ( ) - 9 9 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 16 in. OC perpendicular to trusses when no insulation (Items 3) is fitted in the concealed space or 12 in. OC when insulation (Item 3) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane or 16 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane and a second layer of gypsum board is attached a 1. Roofing System* —Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in. thick wood structural panels secured to trusses with No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Construction adhesive may be used with either the nails or staples. 2. Trusses — Pitched chord wood trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Truss members secured together with 0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approximately 7/8 in. centers with four rows of teeth per inch of plate width. Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 3/12 and a min average truss depth of 18 in.. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reduced to 3 in. if the batts and blankets (Item 3) are used as shown in the above illustration (Alternate Insulation Placement) and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets* — Optional — Glass fiber insulation fitted in the concealed space, draped over the resilient channels and gypsum wallboard ceiling membrane or fastened to underside of roofing system. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. 3A. Loose Fill Material* —As an alternate to Item 3, any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, having a min density of 0.5 pcf. 3B. Fiber, Sprayed* — As an alternate to Item 3 — Any thickness of spray -applied cellulose insulation material, having a min density of 0.5 Ib/ft3, applied with water, over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Fiber, Sprayed is applied with moisture in accordance with the application instructions supplied with the product. The finish rating when Fiber Sprayed is used has not been determined. Alternate application method: The fiber is applied without water or adhesive in accordance with the application instructions supplied with a minimum density of 0.5 Ib/ft3 over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Alternate application method: The fiber is applied without water or adhesive to a nominal density of 3.5 Ib/ft3 behind netting (Item 9) stapled to the rafters. The netting is stapled at both lower edges of the rafters creating a cavity to accept the cellulose fiber. APPLEGATE GREENFIBER ACQUISITION LLC — INS735, INS745, INS750LD, and SANCTUARY for use with wet or dry application. INS51 OLD, INS515LD, INS541 LD, INS735, INS765LD, Insulmax, and INS773LD are to be used for dry application only. 3C. Cavity Insulation - Batts and Blankets*, Loose Fill* or Fiber, Sprayed* — (As described above) in Items 3, 3A and 3B — (For Use with Item 7A, Not Shown) — Min. 3-1/2 in thick with no limit on maximum thickness fitted in the concealed space, draped over the resilient channel (Item 6D)/gypsum board (Item 7A) ceiling membrane. 3D. Foamed Plastic* — (As an alternate to Item 3 or 3A, Not Shown) — Spray foam insulation applied directly to the underside of the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 10 in. at a nominal 0.5 Ib/ft3 density, while maintaining a minimum 8-1/2 in. clearance between the spray foam insulation and the gypsum board (Item 7). When spray foam insulation is used, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to buttjoints of gypsum board (Item 7) installed at 6 in. OC to allow for maximum 3 in. spacing off ends of the gypsum board joints. Gypsum board (Item 7) to be installed using 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a ceiling damper (Items 5 through 5AB) in the concealed space, minimum 1 in. clearance to be maintained between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. SES FOAM INC—Sucraseal 3E. Foamed Plastic* — (As alternate to Item 3, 3A, or 313, Not Shown) — Spray foam insulation applied directly to the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 10 in. at a nominal 0.5 Ib/ft3 or 2.0 Ib/ft3 density, depending on the product installed. When spray foam insulation is installed, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to buttjoints of gypsum board (Item 7) spaced maximum 3 in. away from gypsum buttjoints. Gypsum board (Item 7) to be installed using minimum 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a ceiling damper (Items 5 through 5AB) in the concealed space, minimum 1 in. clearance to be maintained between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. BASF CORP— Enertite® NM, Enertite® G, FE1780, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, and Walltite® HP+ 3F. Foamed Plastic* — (As an alternate to Item 3, 3A, 313, 3C, or 3D, Not Shown) — Spray foam insulation applied directly to the underside of the underside of the roofing system v (Item 1). Spray foam insulation installed to a maximum thickness of 17 in. at a nominal 0.5 Ib/ft3 density, while maintaining a minimum 1-1/2 in. clearance between the spray foam a, insulation and the gypsum board (Item 7). When spray foam insulation is used, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to buttjoints of gypsum board (Item 7) installed at 6 in. OC to allow for maximum 3 in. spacing off ends of the gypsum board joints. Gypsum board (Item 7) to be installed using 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used as described in Item 7 for steel framing members. Channels secured to trusses as described in Item 6Ab. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members — Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to alternating trusses with No. 8 by 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to alternating trusses with No. 8 by 1-1/2 in. coarse drywall 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. Adjoining channels are overlapped as described in Item 6Aa. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board buttjoints, as described in Item 7. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 5F. Steel Framing Members* — (Not Shown) — As an alternate to Item 6. a. FurringChannels — Hat -shaped furring channels 7 8 in. deep b 2-5 8 in. wide at the base and 1-1 4 in. wide at the face formed from No. 25 a. galv steels aced max 16 in. P 9 / P Y / / � 9 9 P OC perpendicular to trusses and Cold Rolled Channels (Item 613b). When insulation is (Item 3) is used, spacing reduced to 12 in. OC. Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 in. pan head self -drilling screw through each furring channel leg. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 18 SWG gals steel wire ties, one at each end of overlap. Supplemental furring channels at base layer and outer layer gypsum board buttjoints are not required. Batts and Blankets draped over furring channels as described in Item 3. Two layers of gypsum board attached to furring channels as described in Item 7. b. Cold Rolled Channels — 1-1/2 in. by 1/2 in., formed from No. 16 ga. gals steel, positioned vertically and parallel to trusses, friction -fitted into the channel caddy on the Steel Framing Members (Item 613d). Adjoining lengths of cold rolled channels lapped min. 6 in. and wire -tied together with two double strand 18 SWG gals steel wire ties, one at each end of overlap. c. Blocking — Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 6 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the truss (Item 2) at the top and bottom of the blocking at each Steel Framing Member (Item 613d) location. d. Steel Framing Members* — Hangers spaced 48 in. OC. max along truss, and secured to the Blocking (Item 613c) on alternating trusses with a single 5/16 in. by 2 in. hex head lag bolt or four #6 1-1/4 in. drywall screws through mounting hole(s) on the hanger bracket. The two 1/4 in. long steel teeth on the hanger are embedded in the side of the blocking. Hanger positioned on blocking and leveling bolt height adjusted such that furring channels are flush with bottom of trusses before gypsum board installation. Spring gauge of hanger chosen per manufacturer's instructions. KINETICS NOISE CONTROL INC — Type ICW. 5G. Steel Framing Members* — (Not Shown) — As an alternate to Items 6. a. Furring Channels — Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep installed perpendicular to wood structural members. Channels spaced a max of 16 in. OC when no insulation (Item 3) is fitted in the concealed space or a max of 12 in. OC when insulation (Item 3) is fitted in the concealed space. Channels secured to trusses as described in Item 6Cb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item 6Ca) to trusses (Item 2). Clips secured to the bottom chord of each truss (24 in. OC) with one No. 8 by 2-1/2 in long coarse drywall screw through center grommet. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item 6Ca. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board buttjoints, as described in Item 7. PLITEQ INC Type Genie Clip 6H. Alternate Steel Framing Members* — (Not Shown) —As an alternate to items 6, furring channels and Steel Framing Members as described below. a. Furring Channels — Formed of No. 25 MSG galv steel, 2-5/8 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to trusses. When insulation, Item 3, is used, the furring channel spacing shall be reduced to 12 in. OC. Channels secured tojoists as described in Item b. b. Steel Framing Members* — Used to attach furring channels (Item a) to the wood trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2 in Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and tied together with double strand of No. 18 AWG galvanized steel wire. Additional clips are required to hold the Gypsum Buttjoints as described in Item 7. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 61. Alternate Steel Framing Members* — (Not Shown) — As an alternate to items 6, furring channels and Steel Framing Members as described below. a. Furring Channels — Formed of No. 25 MSG galv steel, 2-1/2 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to trusses. When insulation, Item 3 is used, the furring channel spacing shall be reduced to 12 in. OC. Channels secured tojoists as described in Item b. b. Steel Framing Members* — Used to attach furring channels (Item a) to the wood trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2- 1/2 in. Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and tied together with double strand of No. 18 AWG galvanized steel wire. Additional clips are required to hold the Gypsum Buttjoints as described in Item 7. REGUPOL AMERICA — Type SonusClip 7. Gypsum Board* — Nom 5/8 in. thick, 48 in. wide, installed with long dimension perpendicular to resilient channels with 1-1/8 in. long Type S screws spaced 12 in. OC and located a min of 1/2 in. from sidejoints and 3 in. from the end joints. At end joints, two resilient channels are used, extending a min of 6 in. beyond both ends of thejoint. When insulation, Item 3 or 3A, is draped over the resilient channel/gypsum wallboard ceiling membrane, screws shall be installed at 8 in. OC. NATIONAL GYPSUM CO — Types eXP-C, FSW-G, FSW-C, FSK-G, FSK-C When Steel Framing Members* (Item 6A) are used, gypsum board installed with long dimension perpendicular to cross tees with sidejoints centered along main runners and end joints centered along cross tees. Gypsum board secured to cross tees with 1-1/8 in. long Type S bugle head screws spaced 12 in. OC in the field and 8 in. OC along endjoints. Gypsum board also secured to main Y runners with 1 in. Ion Type S bugle head screws midway between cross tees. Screws along sides and ends of boards spaced 3 4 to 1 2 in. from board edge. End joints of the sheets shall be 9 YP 9 Y 9 P / / 9 J n staggered with spacing between joints on adjacent boards not less than 4 ft OC. v v When alternate Steel Framing Members* (Item 613) are used, gypsum board sheets installed with long dimension (sidejoints) perpendicular to the grid runners with the end joints staggered min 4 ft and centered between grid runners which are spaced 8 in. OC. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide by 48 in. long pieces of gypsum board are to be laid atop the grid runner flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the grid runners at opposite corners of the with a ceilingdamper Items 5 through 5AB in the concealed space, no clearance is necessary between damper housing and spray foam insulation. Not evaluated for use with Items ( ) P 9 P rY P 9 P Y 6A through 6F. SES FOAM INC — EasySeal.5 4. Air Duct* — For use with ceiling dampers. - Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5. Ceiling Damper* — Maximum nominal area, 324 sq in. Maximum square size, 18 in. by 18 in. Rectangular sizes not to exceed 324 sq in. with a maximum width of 18 in. Maximum damper height is 14 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Maximum damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS — Model RD-521 POTTORFF — Model CFD-521 5A. Alternate Ceiling Damper* — Max nom area shall be 256 sq in. with the length not to exceed 24 in. and the width not to exceed 20 in. Max height of damper shall be 17 in. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. A steel grille shall be installed in accordance with installation instructions. C&S AIR PRODUCTS— Model RD-521-IP, RD-521-NP POTTORFF — Models CFD-521-I P, CFD-521-N P 5B. Alternate Ceiling Damper* — Max nom area shall be 144 sq in. with the length not to exceed 14 in. and the width not to exceed 12 in. Max height of damper shall be 17-7/8 in. Aggregate damper openings shall not exceed 74 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. A steel grille shall be installed in accordance with installation instructions. C&S AIR PRODUCTS— Model RD-521-90, RD-521-NP90 POTTORFF — Models CFD-521-90, CFD-521-90N P 5C. Alternate Ceiling Damper* — Maximum plenum box size nom. 19 in. long by 19 in. wide and 11-7/8 in. high fabricated from galvanized steel. Installed in accordance with the manufacturers installation instructions provided with the damper. Maximum damper openings not to exceed 128 sq. in. per 100 sq ft of ceiling area. AIRE TECHNOLOGIES INC — Models: CRD model 50 w/Boot, CRD model 50EA w/Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot LLOYD INDUSTRIES INC — Model CRD 50-13T, CRD 50-EA-BT, CRD 55-13T, CRD 55 EA-BT SD. Alternate Ceiling Damper* — Maximum plenum box size nom. 13 in. long by 13 in. wide and 11-7/8 in. high fabricated from galvanized steel. Installed in accordance with the manufacturers installation instructions provided with the damper. Maximum damper openings not to exceed 50 sq. in. per 100 sq ft of ceiling area. LLOYD INDUSTRIES INC — Model CRD 50-BT-6, CRD 50-EA-BT-6, CRD 55-BT-6, CRD 55 EA-BT-6, CRD50-w X-BT-6 5E. Alternate Ceiling Damper* — Maximum size ceiling outlet in plenum box nom. 12 in. long by 12 in. wide. Plenum box fabricated from galvanized steel. Installed in accordance with the manufacturers installation instructions provided with the damper. Maximum damper openings not to exceed 72 sq. in. per 100 sq ft of ceiling area. AIRE TECHNOLOGIES INC — Models: CRD model 50 w/Boot, CRD model 50EA w/Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot LLOYD INDUSTRIES INC — Model CRD 50-9513T, CRD 50-EA-95BT, CRD 55-95BT, CRD 55 EA-95BT 5F. Alternate Ceiling Damper* — Max size ceiling outlet in plenum box nom 16 in. long by 16 in. wide. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. CROWN PRODUCTS CO INC — Models CRD50-FGPB-4.2-CP,-6.0-CP; CRD50-FGPB-4.2-EA-CP,-6.0-EA-CP LLOYD INDUSTRIES INC — Models CRD 50- FGPB-4.2, - 4.2 NI, -6.0, -6.0 NI; CRD50-EA-FGPB-4.2, -4.2 NI, -6.0, -6.0 NI 5G. Alternate Ceiling Damper*— Max plenum box size nom 15 in. long by 15 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 72 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC — Models 45-CRD-LT-BT and 45-CRD-LTD-BT 5H. Alternate Ceiling Damper* — Max size ceiling outlet in plenum box nom 10 in. long by 10 in. wide. Plenum box fabricated from galv steel. Aggregate damper openings shall not exceed 50 sq in. per 100 sq ft of ceiling area. Installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC — Model 45-LTD-95-BT-4 51. Alternate Ceiling Damper* — Max plenum box size nom 19 in. long by 15 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 96 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC — Model CRD50-w X-BT 5J. Alternate Ceiling Damper* — Max. nom area shall be 349 sq in. Max. overall length and width shall not exceed 18-11/16 in. by 18-11/16 in. with max. 16 in. by 16 in. register opening. Aggregate damper openings shall not exceed 175 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. An aluminum or steel grille (Item 9) shall be installed in accordance with installation instructions. MIAMI TECH INC— Model RxCRD Y 5K. Alternate Ceiling Damper* — Ceiling damper & fan assembly. Max nom area shall be 75 sq in. with the length not to exceed 8-9/16 in. and the width not to exceed 8-3/4 in. v Max height of damper shall be 9-7/8 in. Aggregate damper openings shall not exceed 38 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturers installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC — Models CRD2, GBR-CRD, ITG-CRD backer strip to prevent the backer strips from being uplifted during screw -attachment of the gypsum board sheets. Gypsum board fastened to grid runners with drywall screws spaced 1 in. and 4 in from the sidejoints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in, long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. When alternate Steel Framing Members* (Item 6C) are used, gypsum board sheets installed with long dimension (sidejoints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board sidejoints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw -attachment of the gypsum board sheets. Gypsum board fastened to cross tees with drywall screws spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the sidejoints and max 8 in. OC in the field of the board. 7A. Gypsum Board* — For use with Items 3C and 5D. Nom 5/8 in. thick, 48 in. wide gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with 1 in. long Type S bugle head steel screws spaced 8 in. OC and located a min of 1/2 in. from sidejoints and 3 in. from the end joints, and butted end joints shall be staggered min. 16 in. within the assembly and occur midway between the continuous furring channels. End joints secured to both resilient channels as shown in end joint detail. Finish Rating with this ceiling system is 24 min. Not to be used with ceiling damper items 5 -5AA. NATIONAL GYPSUM CO — Type FSLX 8. Finishing System — (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats tojoints and screw -heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. 9. Discrete Products Installed in Air -handling Spaces* — Automatic Balancing Valve/Damper — (Not Shown — Optional) — For use with item 5M, Ruskin Company's Model CFD7T damper (CABS). Ceiling damper to be provided with plenum box per damper manufacturer's instructions with side outlet only. Entire assembly to be installed into any UL Class 0 or Class 1 flexible air duct in accordance with the instructions provided by the automatic balancing valve/damper manufacturer. METAL INDUSTRIES INC — Model ABV-4, ABV-5, ABV-6 * Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2022-12-01 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 Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ 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 Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: " ©2023 UL LLC." 5L. Alternate CeilingDamper* — Max nom area shall be 324 s in. Max square size shall be 18 in. b 18 in. Rectangular sizes not to exceed 324 s in. with a max length of 20 in. p q q Y 9 q 9 and a max width of 22 in. Max height of damper shall be 14 in. Aggregate damper openings shall not exceed 154 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. An aluminum or steel grille (Item 9) shall be installed in accordance with installation instructions. UNITED ENERTECH CORP — Type C-S/R-WT or C-S/R-WTP (Max nom area 324 sq. in.) or C-S/R-WTS C-S/R-WTPS (Max nom area 162 sq. in.) 5M. Alternate Ceiling Damper* — Max damper assembly size nom 18 in. long by 18 in. wide and 4-1/4 in. high, or 8 in. diam. fabricated from galv steel. Aggregate damper openings shall not exceed 162 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. RUSKIN COMPANY— Model CFD7T, CFD7T-END-BT, CFD7T-90-BT, CFD7T-ST-BT, CFD7T-SB, CFD7T-R6-DB, CFD7T-1B6, or CFDR7-T 5N. Alternate Ceiling Damper* — Optional -Ceiling damper & fan assembly. Max nom area shall be 75 sq in. with the length not to exceed 9-1/4 in. and the width not to exceed 9- 3/4 in. Max height of damper shall be 9 7/8 in. Aggregate damper openings shall not exceed 45 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC — Model SIG-CRD 50. Alternate Ceiling Damper* — Ceiling damper & fan assembly. Max nom area shall be 131 sq in. with the length not to exceed 11-1/16 in. and the width not to exceed 11-7/8 in. Aggregate damper openings shall not exceed 66 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC — Model SMT-CRD 5P. Alternate Ceiling Damper* — Ceiling damper & fan assembly. deep trusses. Max nom area shall be 103 sq in. with the length not to exceed 10-1/8 in. and the width not to exceed 10-1/8 in. Aggregate damper openings shall not exceed 52 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. PANASONIC CORPORATION, PANASONIC CORPORATION OF NORTH AMERICA — Model PC-RD05C5 5Q. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 113 sq in. with the length not to exceed 10-1/8 in. and the width not to exceed 11-1/8 in. Aggregate damper openings shall not exceed 57 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C — Model RDFUWT 5R. Alternate Ceiling Damper* — Ceiling damper & fan assembly. Max nom area shall be 79 sq in. with the length not to exceed 10 in. and the width not to exceed 7-15/16 in. Aggregate damper openings shall not exceed 40 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A metallic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C — Models RDJ1 and RDH 5S. Alternate Ceiling Damper* — Max plenum box size nom 19 in. long by 19 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. METAL-FAB INC — Models MSCD-HC and MRCD-HC ST. Alternate Ceiling Damper* — Ceiling damper & fan assembly. Max nom area shall be 87 sq in. with the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate damper openings shall not exceed 44 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C — Model RDMWT 5U. Alternate Ceiling Damper* — Ceiling damper & fan assembly. Max nom area shall be 87 sq in. with the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate damper openings shall not exceed 44 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C — Model RDMWT2 5V. Alternate Ceiling Damper* — Max nom 21 in. long by 18 in. wide, fabricated from galvanized steel. Plenum box max size nom 21 in. long by 18 in. wide by 14 in. high (inner dimension) fabricated from either galvanized steel or min 1 in. thick Listed Duct Board bearing the UL Listing Marking having a min R-Value of 4.3. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 180 sq in. per 100 sq ft of ceiling area. GREENHECK FAN CORP— Model CRD-1 WT 5W. Alternate Ceiling Damper* — Max nom 12 in. long by 12 in. wide with an 8 in. diameter damper, fabricated from galvanized steel. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not to exceed 72 sq in. per 100 sq ft of ceiling area. GREENHECK FAN CORP — Model CRD-2WT 5X. Alternate Ceiling Damper* — (Optional. To be used with Air Duct Item 4.) For use with min 18 in. deep trusses. Max 12 in. diameter damper and insulated register box assembly. The maximum size of the register box assembly is nom. 20 in. long by 20 in. wide and 4 in. high fabricated from galv steel. The aggregate area of the register opening(s) through the ceiling membrane shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturers installation instructions. AIRE TECHNOLOGIES INC — Model 571B. 5Y. Alternate Ceiling Damper* — Max 20 in. long by 16 in. wide by 4 in. high rectangular damper with plenum box assembly. The maximum outer dimensions of the plenum box assembly is 23-1/2 in. long by 19-1/2 in. wide and 17 in. high fabricated from 6pcf, 1-1/2 to 2 in. thick Knauf Air Duct Board M*. The aggregate area of the register opening(s) through the ceiling membrane shall not exceed 160 sq in. per 100 sq ft ceiling area. Damper assembly installed in accordance with the manufacturers installation instructions. AIRE TECHNOLOGIES INC — Series 58. V 5Z. Alternate Ceiling Damper* — Max 14 in. long by 14 in. wide and 18 in. high ceiling damper with boot or box assembly, fabricated from gals steel. The aggregate area of the M register opening(s) through the ceiling membrane shall not exceed 98 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturers -0 a, installation instructions. AIRE TECHNOLOGIES INC — Model 51 w/Boot. All fire rated assemblies shall be maintained. Assemblies compromised duri w g construction or founded during construction shall be restored. 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 3526 REGISTERED ITECT L KENT GRE STATE OF VYASH14GTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET PARTITION TYPES - UL DESIGN 419 ASSEMBLY ISSUANCE No. Description Date 1 PERMIT / BID SET 06.18.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 LEAD: DRAWN BY: 75 a " N Lr) 1P (V V N O N r,- 1-W 1 1 2 I 3 4 I 5 6 7 8 7 10 11 SHEET NO 1 2 3 4 5 6 7 8 9 10 11 tgb architects x CD w U a 3i 1 Via, 2o, L209 - BXUV.L209 - UL Product Spec FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters Assembly type Construct group Floor -Ceilings 1 Wood Joist or Combination Wood and Steel Assemblies Protection type Rating Exposed Grid System I Rating >_ 1 hr and < 2 hr BXUV - Fire Resistance Ratings - ANSFUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSFUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. L209 November 20, 2018 Unrestrained Assembly Rating - 1 Hr. Finish Rating - 14 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec Finish Flooring - Floor Topping Mixture* - Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. ACG MATERIALS - Accu-Crete ® types NexGen, Green, Prime, B. M, and PrePour, AccuRadiant, Accu Level types G40, G50 and SD30. Floor Mat Material* - (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. ACG MATERIALS - AccuQuiet types P80, C40, D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and EM.750S. System No. 9 1. Subflooring - Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to the trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. 2. Gypsum Board* - One layer of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists. Gypsum board secured with 1 in. long No. 6 Type W bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C - Type IDS 2A. Floor Mat Materials* - (As an alternate to Item 2) - Floor mat material loose laid over the subfloor. MAXXON CORP-Type Acousti-Mat 1/8, Acousti-Mat 1/4, Acousti-Mat 1/4 Premium. Acousti-Mat 3/8. Acousti-Mat 3/8 Premium, Acousti-Mat 3/4, Acousti-Mat 3/4 Premium, Acousti-Top. 3. Gypsum Board* - (For use when floor mat (Item 2) is used) Two layers of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists on top of the floor mat material. Gypsum board secured to each other with 1 in. long No. 6 Type G bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches in between layers and from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C - Type IDS http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 B" MIN.' L209 - BXUV.L209 - UL Product Spec 10". MiN. 1. Finish Flooring - 1 by 4 in., T&G; laid perpendicular to joists, or 19/32 in. plywood wood structural panels, min grade "Underlayment". Face grain of plywood 1/10 http:/iproductspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec System No, 10 Finish Flooring -Floor Topping Mixture* -Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO -Types LRK, HSLRK, CSD USG MEXICO S A DE C V - Types LRK, HSLRK, CSD Floor Mat Materials* - (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO -Types SAM. LEVELROCK® Brand Sound Reduction Board, LEVELROCK® Brand Floor Underlayment SRM-25 System No. 11 Finish Flooring - Floor Topping Mixture` - Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. FORMULATED MATERIALS LLC -Types FR-25, FR-30, and SiteMix Floor Mat Material* - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. FORMULATED MATERIALS LLC -Types M1, M2, M3, R1, and R2 2. Building Paper- Commercial rosin -sized, 0.010 in. thick. 3. Subflooring - 1 by 6 in. T&G. fastened diagonally to joists, or 15/32-in, plywood wood structural panels. min grade "C-D". Face grain of plywood to be perpendicular to joists with joints staggered. 4. Cross Bridging - 1 by 3 in. 5. Wood Joists - 2 by 10 in., spaced 16 in. OC, firestopped. 6. Fixture Protection - Acoustical Material* - 1/2 in. thick, cut into pieces to form a 5-sided enclosure, trapezoidal in cross-section, approx 1/2 in. longer and wider than the fixture with sufficient depth of provide at least 2-1/2 in. clearance 6/10 http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec to be perpendicular to joists with joints staggered. 1A. Alternate Finish Flooring - The alternate finish flooring may consist of the following: System No. 1 Floor Topping Mixture* - Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 Ibs Type I Portland Cement and 300 Ibs of sand with approximately 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or-) 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. ELASTIZELL CORP OF AMERICA -Type FF. Deleted. System No. 2 System No. 3 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/8 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19 mm). HACKER INDUSTRIES INC - FIRM -FILL SCM 125 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/4 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25 mm). HACKER INDUSTRIES INC - Type FIRM -FILL SCM 250 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 3/8 in. (10 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32 mm) HACKER INDUSTRIES INC - FIRM -FILL SCM 400 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38 mm). HACKER INDUSTRIES INC - Type FIRM -FILL SCM 750 2110 http://productspec.ul.com/document.php?id=BXUV.L209 3/10 3/19/2019 L209 - BXUV.L209 - UL Product Spec between the top of the fixture and the enclosure. The pieces are held together by 6d nails spaced 12 in. OC min. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC -Type P (S). 7. Flexible Steel Conduit - (Bearing the UL Listing Mark). 8. Fixtures, Recessed Light - (Bearing the UL Listing Mark). Recessed light fixture with steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 9. Hanger Wire - Galy steel 12 SWG min diam. Spaced not more than 48 in. OC along main runners, adjacent to intersections of main runners and cross tees. Additional hanger wires required at all four corners of light fixtures, at midspan of cross tees adjacent to light fixtures, air duct outlets and at main runner splice locations. Hanger wire supported from 8d common nails located 1-112 in. below subflooring. 10. Steel Framing Members* - Main runner tees nom 12 ft long, spaced 4 ft OC. Cross tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OC. ARMSTRONG WORLD INDUSTRIES INC -Types AFG, AFG-A. CGC INC - Types DXL. DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. ROXUL USA INC. D/B/A ROCKFON - Types 250, 260, 1250, 1260, 1850, 1860. ARMSTRONG WORLD INDUSTRIES INC -Types FG, FST-6000,-6000A. -8000, -8000A, MLFR-6000. Type GLBP (consisting of main runners, 4 ft cross tees and steel straps) for use with 24 by 48 by 5/8 or 3/4 in. thick Type P lay -in panels. USG INTERIORS LLC - Types DXL. DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. 10A. Steel Framing Members* - Main runners, nom. 10 or 12 ft long, spaced 4 ft OC. Cross tees, nom. 4 ft long, installed perpendicular to main runners, spaced 2 ft OC. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 7/8 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. CGC INC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. ZXLA. USG INTERIORS LLC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. 7110 http://productspec.ul.com/document.php?id=BXUV.L209 8/10 31;19+2C 19 L209 - BXUV.L209 - UL Product Spec Metal Lath (Optional) - For use with 3/8 in. (10 mm), or greater, floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1 in. (25 mm) over the floor mat. Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC - Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm -Fill 4010, Gyp -Span Radiant System No. 4. Floor Mat Materials* - (Optional) - Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. Floor topping thickness a min 1 in. over the floor mat. ECORE INTERNATIONAL INC - Type QTscu 4002 HACKER INDUSTRIES INC - Type Hacker Sound -Mat Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/4 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. ECORE INTERNATIONAL INC - Type QTrbm 3006-3 HACKER INDUSTRIES INC - Type Hacker Sound -Mat II Metal Lath (Optional) - For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC - Firm -Fill Gypsum Concrete, Firm -Fill High Strength, Gyp -Span Radiant http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec 10B. Steel Framing Members* - For use with metric size panels described under Item 13. Main runners nom 3000 or 3600 mm long, spaced 1200 mm OC. Cross tees nom 1200 mm long, installed perpendicular to main runners and spaced 600 mm OC for 600 by 1200 mm lay -in panels. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 7/8 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. CGC INC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. USG INTERIORS LLC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. 11. Air Duct - Formed of 20 MSG galy steel, with duct openings not exceeding 113 sq in. per each 100 sq ft of ceiling area. Area of ind duct opening not to exceed 113 sq in. Max dimension of opening 12 in. Supported from hanger straps made of double thickness 24 MSG galy steel and spaced 42 in. OC. 12. Air -Duct Protection Board - Made of min 24 by 24 by 1/2 or 1 in. piece of Acoustical Material placed on top of duct over opening, extending the entire width of the duct and beyond the edges of the opening not less than 5 in. ARMSTRONG WORLD INDUSTRIES INC - 1/2 in. min thickness. CERTAINTEED CORP - 1 in. min thickness 4/10 13. Acoustical Material* - 24 by 48 lay -in panels. Border pieces supported by min 0.016 in. thick (26 MSG) painted steel angle with 1 in. legs; or min 0.016 in. thick (26 MSG) painted steel channel, 1-5/8 in. deep with 1 in. bottom flange and 3/4 in. top flange. Acoustical material held securely on steel framing members by means of hold-down clips, 1/4 in. wide, formed of 24 MSG spring steel and spaced 2 ft O.C. along cross tees. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC -Type 1/2, 5/8 or 3/4 in. P (S). Type P (S) 15 mm thick 600x1200 mm. These metric size panels may only be used with metric size grid described under item 10A. 14. Wood Hanger Block - 2 by 4 in., installed between and perpendicular to wood joists. Located to support duct suspension straps and hanger wire 1-1/2 in. below subflooring at sides of light fixtures wherever duct straps and hanger wires are located between wood joists. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-11-20 http://productspec.ul.com/document.php?id=BXUV.L209 91;10 3/19/2019 L209 - BXUV.L209 - UL Product Spec System No. 5 Finish Flooring -Floor Topping Mixture` - Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP - Type D-C, GC, GC 2000, L-R, T-F, CT, SS. RAPID FLOOR SYSTEMS - Type RF, RFR RFU. Ortecrete Floor Mat Materials* (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP-Type Acousti-Mat 1/8. Acousti-Mat 1/4. Acousti-Mat 1/4 Premium, Acousti-Mat 3/8. Acousti-Mat 3/8 Premium, Acousti-Mat 3/4, Acousti-Mat 3/4 Premium, Acousti-Top. Floor Mat Reinforcement - (Optional) - Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath (Optional) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ibs/sq yd loose laid over the floor mat material. Fiber Glass Reinforcement - (Optional, Not Shown) - 0.015 in. thick PVC coated non -woven fiberglass mesh, 0.368 Ibs/sq yd loose laid over the floor mat material. System No. 6 Finish Flooring -Floor Topping Mixture* - Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix a rate of 1.20 cu ft of preformed foam to 94 Ibs Type I Portland cement and 300 Ibs of sand with 5-1/2 gal of water. Cast density of floor topping mixture 95 to 105 pcf. Min compressive strength of 1000 psi. Min thickness 1-1/2 in. AERIX INDUSTRIES System No. 7 Finish Flooring - Floor Topping Mixture* - Compressive strength to be 2100 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. System No. 8 http)/productspec.ul.com/document.php?td=BXUV.L209 br l o 3/19/2019 L209 - BXUV.L209 - UL Product Spec 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. 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: "O 2019 UL LLC". UL and the UL logo are trademarks of UL LLC,r 2019 All Rights Reserved. http://productspec.ul.com/document.php?id=BXUV.L209 All fire rated assemblies shall be maintained. Assemblies compromised during construction or founded during construction shall be restored. 10/10 t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626TITERED V"'**y iTECTeLe L KENT GRE STATE OF WA.9 ON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET CONSTRUCTION ASSEMBLIES ISSUANCE No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: GMD DRAWN BY: JLO/GMD 1 2 3 1 4 5 1 6 7 8 7 10 11 SHEET NO 1 2 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 DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. ALL AREAS NOT NOTED FOR DEMOLITION ARE TO BE PROTECTED THROUGH DURATION OF WORK. Y 3. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 4. 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 LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 5. ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS CREATED BY PROJECT -RELATED DEMOLITION OR NEW CONSTRUCTION SHALL BE CLOSED AS NECESSARY TO MAINTAIN FIRE -RATING, 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. 6. REPLACE OR REPAIR ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 7. 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 THE SPACE. 8. 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 OWNER CAN TAKE POSSESSION. 9. 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. 10. STABILIZE ANY EXISTING -TO -REMAIN BUILDING COMPONENTS THAT BECOME UNBRACED DUE TO SELECTIVE OR PARTIAL DEMOLITION. PROVIDE A SOUND PERMANENT STRUCTURE PER CODE. 11. PATCH AND REPAIR ALL EXISTING WALLS & FLOORS AFFECTED BY DEMOLITION TO MATCH ADJOINING FINISHES. M. a 0 U CEILING PLAN - LEVEL 3 - DEMO 3/16" = V-0" D2 1 m D2 D2 D2 -,-1 i ., � i � I a Al FLOOR PLAN - LEVEL 3 - DEMO 3/16" = V-0" 3 DEMO PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER & AREA 101 DOOR TO BE DEMOLISHED / WALL TO BE DEMOLISHED C DOOR TO REMAIN —WALL TO REMAIN EXISTING DEMO TO REMAIN SMOKE PARTITION "'�"""_" ... "� 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER NOT IN SCOPE I D1 D2 II I -- I � D1 olio 4 5 6 REFLECTED CEILING PLAN NOTES 1. REFER TO MEP PLANS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS AT LIGHT AND AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, REFER TO ARCHITECTURAL. 2. REFER TO LIFE SAFETY DRAWINGS OR MEP DRAWINGS FOR EXIT LIGHTS, SMOKE DETECTORS, AND DIFFUSERS. 3. FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635 AND INSTALL IN ACCORDANCE WITH ASTM C-580. 4. REPAIR AND REPLACE ANY CEILING GRID OR TILES DAMAGED DUE TO CONSTRUCTION TO MAINTAIN A NEW FINISHED LOOK. 5. NEW CEILING AND SOFFIT HEIGHTS ARE TO BOTTOM OF GRID OR BOTTOM OF FINISHED GWB AND ARE NOTED ON RCP. 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 CENTERED WITHIN THE CEILING PANELS AND WITHIN THE ROOMS AS SHOWN. 8. REFER TO PLANS AND DETAILS FOR SOFFIT HEIGHTS, WIDTHS, DEPTHS, AND LOCATIONS. 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 GREATER ( SEE ASCE 7-13.5.6.2.2 SECTION C) 13. IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING. D2 II F D2 D2 D9 J III Fb72 7 DEMO RCP SYMBOLS 8 EXISTING _ DEMO TO REMAIN ACOUSTICAL PANEL CEILING I GWB CEILING DEMOED — EXISTING ---�—� IIr �I I� �I Li 2X2 & 2X4 LIGHT FIXTURES LL — JJ LL �J EXISTING — NEW — NON -RATED PARTITION = SMOKE PARTITION 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER jNOT IN SCOPE D2 D2 D1� III � �J D2 i D2 D3 �I U 9 KEYNOTES KEY DESCRIPTION 10 D1 DEMO EXISTING CASEWORK D2 DEMO EXISTING FLOORING, WALL BASE & WALL PROTECTION. D3 DEMO EXISTING WALL MOUNTED FIRE EXTINGUISHER. D4 DEMO LIGHT FIXTURES, CEILING GRID & TILE TO REMAIN. D5 DEMO LIGHT FIXTURES CEILING GRID & TILE. D6 AT DEMOED CEILING GRID - RE -CONFIGURE GRID FOR NEW WALL LAYOUT. D7 REPAIR CEILING AT DEMOED SECURITY WINDOW. D8 REPAIR CEILING GRID & TILES, TO MATCH ADJACENT CORRIDOR FINISHES. D9 REMOVE EXISTING WALL MOUNTED ITEMS, TO BE RELOCATED. D10 REMOVE SINK TO BE RELOCATED. D11 DEMO EXISTING SPECIMEN DOOR, PATCH WALL. D12 DEMO LIGHT FIXTURE, PATCH CEILING FOR NEW RECESSED FIXTURES. 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 *36325 TERED ITECT STATE OF WASHNGTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET DEMOLITION FLOOR AND REFLECTED CEILING PLANS - LEVEL 3 ISSUANCE No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: GMD DRAWN BY: JLO LO v N O N ti CO 1 1 2 3 1 4 5 1 6 7 1 8 9 1 10 11 SHEET NO AD1 mOl 1 1 2 FLOOR PLAN NOTES 1. FLOOR PLANS MAY NOT INCLUDE TOTAL OF ALL REQUIRED WORK. REFER TO CONSULTANT DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. SECURE NEW WALLS TO SUBSTRATE WITH FASTENERS LOCATED 2' FROM EACH END AND SPACED A MAXIMUM OF 16" O.C. Y 3. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ANY CABINETS, EQUIPMENT, HANDRAILS, OR WHERE REQUIRED. 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. x TREATMENT 362 EXISTING CEILING GRID & TILE TO REMAIN TREATMENT 361 EXISTING CEILING GRID & TILE TO REMAIN i 3 FLOOR PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER 101 1 i PARTITION TYPE TAG - SEE PARTITION TYPELEGEND EXISTING NEW NON -RATED PARTITION 2-HOUR FIRE BARRIER 1-HOUR FIRE BARRIER SMOKE PARTITION 101 DOOR TAG - SEE DOOR SCHEDULE 1t WINDOW TAG - SEE WINDOW SCHEDULE 00 ELEVATION VIEW LOCATION REFERENCE 00 A7.00 00 SHEET WHERE VIEW IS LOCATED NOT IN SCOPE '� BREA R00 TOILET #3 AC -1 349 - -"_CY --� w F"} --- -7 7 OFFICE #10 OFFICE #9 350 348 w 352 � EXISTING EXISTING CEILING CEILING EXISTING GRID & TILE GRID & TILE CEILING TO REMAIN TO REMAIN GRID &TILE TO REMAIN CEILING PLAN - LEVEL 3 - NEW 3/16" = V-0" U a FLOOR PLAN - LEVEL 3 - NEW Al 3/16" = V-0" 00 O (V V V (V O (V 4 5 6 REFLECTED CEILING PLAN NOTES 1. REFER TO MEP PLANS IN CONJUNCTION WITH THIS SHEET. WHERE CONFLICTS AT LIGHT AND AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, REFER TO ARCHITECTURAL. 2. REFER TO LIFE SAFETY DRAWINGS OR MEP DRAWINGS FOR EXIT LIGHTS, SMOKE DETECTORS, AND DIFFUSERS. 3. FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635 AND INSTALL IN ACCORDANCE WITH ASTM C-580. 4. REPAIR AND REPLACE ANY CEILING GRID OR TILES DAMAGED DUE TO CONSTRUCTION TO MAINTAIN A NEW FINISHED LOOK. 5. NEW CEILING AND SOFFIT HEIGHTS ARE TO BOTTOM OF GRID OR BOTTOM OF FINISHED GWB AND ARE NOTED ON RCP. 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 CENTERED WITHIN THE CEILING PANELS AND WITHIN THE ROOMS AS SHOWN. 8. REFER TO PLANS AND DETAILS FOR SOFFIT HEIGHTS, WIDTHS, DEPTHS, AND LOCATIONS. 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 GREATER ( SEE ASCE 7-13.5.6.2.2 SECTION C) 13. IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING. PRE SU CRIBE PORT OFFICE#12 OFFIC -2 #13 OFFI E #14 39 ACP-1 AC -1 8'- 0" FF 8'. 0" AFF 8'-0"AFT 8'-0 AFF >01 Ell OFFICE #8 346 OFFICE #7 344 OFFICE #6 342 > c = I �! EXISTING EXISTING EXISTING GROUP ROOM EXISTING 340 CEILING CEILING CEILING CEILING GRID & TILE GRID & TILE GRID & TILE GRID & TILE TO REMAIN TO REMAIN TO REMAIN TO REMAIN Li REPAIR GRID & TILES @ DEMOED WALLS I EXISTING EXISTING CEILING CEILING GRID & TILE GRID & TILE TO REMAIN TO REMAIN OFF #15 OFF #16 3 35 HALL EXISTING 330 GRID & TILE OFFICE #5 TOR MAIN 336 N EXISTING O TOILET #2 CEILING F-33-81 GRID & TILE TO REMAIN i EQ L EQ EXISTING CEILING GRID & TILE TO REMAIN OFFICE #17 7 8 TYPICAL CEILING SYMBOLS ®® 2 X 2& 2 X 4CEILING-MOUNTED OR OVERHEAD - MOUNTED LIGHTING - LED TROFFER LIGHT, 2700K BASIS OF DESIGN: KENALL AMB24 SP=27K ALL DIMMABLE UNLESS NOTED OTHERWISE 0 VANITY LIGHT O RECESSED DOWN LIGHTING 0 STRIP LIGHT - CLOSET (7) Z Z ® ILLUMINATED EXIT SIGNS CEILING GRID LOCATION TO BE REPAIRD OR GRID TO BE RECONFIGURED. EXISTING - NEW GWB CEILING jNOT IN SCOPE A P-1 8' "AFF HALL 315 TOILET #1 3 7 wCY EXISTING O CEILING GRID & TILE LU TO REMAIN IT / i OFFICE #3 EM] OFFICE #4 FDA. I RECONF EXISTING El DEMOED C FILING EXISTING EXISTING 323 GRID & TILE CEILING CEILING TO REMAIN GRID & TILE TO REMAINTO GRID 9 TILE REMAIN HALL 320 REPAIR GRID AND TILE @ DEMOED WALL RECONFIGURE GRID AS NEEDED 9 EXISTING CEILING GRID & TILE TO REMAIN OFFICE #18 318 8'-WAFF 10 11 REPAIR CEILING TO MATCH INN M !i!i!ili ■1 loom ., ■1 1� ME1 111���■1 r`ii 10■■■I 1�■■■■1 oe __-- NEE1 WALL TO MATCH I =NT CONSTRUCTIO14 tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 in @ tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED TECT KENT GRE STATE OF WASt4WG;1rN RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT / BID SET FLOOR AND REFLECTED CEILING PLANS - LEVEL 3 166UANUF No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: GMD DRAWN BY: JLO SHEET NO O 1 1 2 3 4 5 6 7 8 9 10 11 1 2 5 6 8 9 10 x LL J c.� m a 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 SCHEDULE COORDINATION REQUIRED z FF&E NO. MANUFACTURER/SPECS w w 0o a Y o m CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CC10 38" W SHELF - BLU COT - WONDER WALL 2.0 SHELF - COLOR • • WHITE OAK / OBLIVION CC11 55" TV AND ARTICULATING FULL MOTION WALL BRACKET - • • SAMSUNG 55" SMART TV AND WALL MOUNT CC12 43" TV AND ARTICULATING FULL MOTION WALL MOUNT • • BRACKET - SAMSUNG 43" SMART TV AND WALL MOUNT CC13 REFRIGERATOR WITH ICE AND WATER - SAMSUNG • • SIDE -BY -SIDE STAINLESS STEEL SEMI RECESSED FEC CABINET CC14 • CC15 NARCOTICS CABINET - MEDICUS HEALTH NARCOTICS CABINET, LOCKAGE LARGER, TWO DOOR, TWO LOCKS (289M2) CC16 HAND SANITIZER - PURELL CS8 AUTOMATIC WALL MOUNTED HAND SANITIZER DISPENSER - GRAPHITE - 7824-01 CC17 WIRE SHELVING 48" X 18" X 63" - ULINE WALL MOUNT WIRE • SHELVING CC18 ADA DISHWASHER - SAMSUNG 24" FRONT CONTROL TALL • TUB DISHWASHER - STAINLESS STEEL, ADA COMPLIANT CC19 COAT HOOKS - BOBRICK B-9542 - MOUNTED @48" AFF & 65" AFF CC20 SHARPS CONTAINER CC21 WALL MOUNTED MIRROR -18" X 24" - B165-1824 • P-1 ABOVE WALL 3 1 4 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 AO CR R/A -°-°-��--= 1-4 II FURNITURE & EQUIPMENT TAG AUTO -DOOR OPENER, CARD READER, COMBINATION (PUSH PLATE) DUPLEX ELECTRICAL RECEPTACLE QUADPLEX ELECTRICAL RECEPTACLE DATA TERMINAL 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. 7 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 CONC CONCRETE CPT CARPET FAB FABRIC GL GLAZING OR GLASS MTL METAL PT PAINT RS 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 RT-1 RT-2 NOT IN SCOPE CPT-1 - - - - - - WP-1 - WALL PROTECTION @ 4'-0" ABOVE SPECIFIED BASE WITH P-1 ABOVE. EME LINE MO No 1111IME0,11MEMM no no OR 0 No 6 M -.0 11MEm 0 MEN 1111MM MI NIEMEN 01 no 01 I SEE I NONE EI 0 0 1 1 OEM MENEM MENEM IN111111111110111 loom MEN MEN Elm NEI 1111 ELI E 1111-0 0 nommo�mol 1,--- MM11111111111101111 I REME1 FM i.E1 ILEN ffl-I K 0 E E E E N E I AmIaLl ELY FINISH PLAN - LEVEL 3 - NEW 3/16" = V-0" FF&E PLAN - LEVEL 3 - NEW 3/16" = V-0" WP-1 - WALL PROTECTION 4'-0" @ (2) WALLS -AT WINDOW WALL, STOP WP-1 AT TOP OF SILL 6" INTEGRAL BASE P-1 ABOVE WALL PROTECTION I\LIIVJ I MLL 11LL VMLL IVIUVIV 1 LL) I I UL_ I I LIVID PER PREVIOUS LOCATIONS WARM PALETTE - MATERIAL FINISH LEGEND NAME BASE MANUFACTURER MATERIAL STYLE/SERIES COLOR/TEXTURE SIZE B-1 CARPET TARKETT BASEWORKS (THERMOSET) 21 PLATINUM 4" HIGH CPT-1 MANNINGTON DIAL TONE - QUARTER TURN INSTALL 11142 24" X 24" PAINT P-1 BENJAMIN MOORE CHANTILLY LACE EGGSHELL - OC-85 GENERAL WALL PAINT P-2 BENJAMIN MOORE SILVER DOLLAR EGGSHELL -1460 ACCENT PAINT P-3 BENJAMIN MOORE AUTUMN PURPLE EGGSHELL - 2073-20 ACCENT PAINT P-4 BENJAMIN MOORE CHANTILLY LACE SEMI -GLOSS - OC-85 DOOR FRAMES PLASTIC LAMINATE PL-1 WILSONART (SOLICOR) DESIGNER WHITE D354-01 - HIGH GLOSS PL-2 WILSONART (SOLICOR) DESIGNER WHITE D354-60 - MATTE PL-3 WILSONART (SOLICOR) PLATINUM D135-60 - MATTE RESILIENT TILE RT-1 MANNINGTON SPACIA WOOD DUSKY WALNUT - SS5W2542 7.25" X 48" RT-2 TARKETT VCT II 602 STONE GREY QUARTZ 12" X 12" SOLID SURFACING MATERIAL SSM-1 COSENTINO BIANCO CALACATTA 55" X 120", 62" X 126 1111 �I�Ci11.7��I illimm --- --MEEMEM If>lII1 �E 111111=11111111114 MIN --` Iww■ww�- �-� i REPAIR FINISHES IN PUBLIC CORRIDOR, TO MATCH ADJACENT FINISHES 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 3625 kGFRKE D T L STATE OF WASNNIGTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET FF&E & FINISH PLANS - LEVEL 3 ISSUANCE No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: DRAWN BY: SHEET NO 1 2 3 4 5 6 7 8 9 10 11 Al m5l 2 3 4 5 6 7 8 9 1 10 11 Y c� J c U 300 WAITING 3/8" = 1'-0" SLIDING GLASS WINDOW 6" =1' 0" PARTITION TYPE PER FLOOR PLANS HEADER FRAMING AS APPROPRIATE TOP OF OPENING PER INTERIOR_ ELEVATIONS__ TOP TRACK SLIDING WINDOW SIMILAR TO KNAPE & VOGT ROLL-EZY, SEE ELEVATIONS FOR DIMENSIONS HEAD BUMPERS JAMB NLAM VVUKK 5UI{FAGE FIXED GLASS PANEL GLASS PANELS GSM-1 PL-1 m f SLIDE E9 6.0 N R_1 301 RECEPTION 3/8" = 1'-0" MFR'S STANDARD - - SQUARE -TOP METAL CAP/TRIM OR SIMILAR _ SELF -COVED (FLASH- _ _ COVED) VINYL/RUBBER w FLOORING (ADHERED _- - WITH MFR- z RECOMMENDED w ADHESIVE Ln _ - GYPSUM BOARD F- 21, SUBSTRATE 0 cn w -- - - Zo MFR'S SMALLEST RECOMMENDED SIZE FILLET STRIP LI WALL BASE - SELF -COVED RESILIENT 12" = 1'-0" GYPSUM BOARD STANDARD MILLED -FINISH ALUMINUM J-CHANNEL TRIM PER MANUFACTURER PER INTERIOR ELEVATIONS FRL OR RVS (AS SCHEDULED) - - ADHERED TO GYPSUM BOARD HEADWALL FRL TRIM (PLAN VIEW) c4 WAINSCOT - RVS/FRL - TOP WITH TRIM 12" = 1'-0" TOILETS AND DRINKING FOUNTAINS (AND WATER COOLERS) - TYPICAL CLEARANCES AND MOUNTING LOCATIONS 54" MIN GRAB BAR ACCESSORY ACCESSORY BACK -WALL _ 42" MIN LOCATIONS ON 42" MAX LOCATIONS ON 42" MAX LOCATIONS ON 12" MIN GRAB BAR co 12" MAX GRAB -BAR WALL GRAB -BAR WALL NO -GRAB -BAR WALL24" MIN LOCATION c� 39" TO 41" 24" MIN 24" MIN WTPD (TYPE GRAB BARS WILL MANUAL TOP OF BAR OCCUR ONLY AT � CIO MAY VARY) FLUSH (WHERE = VGB AMBULATORY OCCURS ON HGB ill ACCESSIBLE STALL OCCURS) CD ON OF BAR Z OPEN SIDE v cli_ = --r ---- Z==r—=� Z N TOP OF o o ❑ z co ❑11 z E z co v BAR M M �, N J TSCDT-V o w C1 ch SNR SNR i M 0 � MOUNTING HEIGHTS FOR TOILET -STALL ACCESSORIES AND PLUMBING FIXTURES (ACTUAL SITUATIONS MAY BE MIRROR -IMAGE OF THOSE INDICATED) U) 0 LOW POINT OF o REFLECTIVE cn (MIRROR) SURFACE 9 SNV PTD SD Q PTD 0 WR m M PW CV v N ACCESSORY HEIGHTS, LAVATORY HEIGHT, AND WATER -SPOUT HEIGHTS ti 1 2 3 FIXED GLASS PANEL GLASS PANEL PL-1 345 PRESCIBER SUPPORT 3/8" =1'-0" VINYL TRIMS AND CORNER GUARDS BEYOND (WHERE OCCUR) TO ABUT TO '0/ FLOORING CAP MILLED -FINISH ALUMINUM FLOORING CAP RESILIENT FLOORING TURNED UP ONTO WALL (FLASH -COVED) GYPSUM BOARD WAINSCOT - BOTTOM (AT FLASH -COVE) 12" = V-0" RBVS OR FRL WAINSCOT ADHERED - - TO GYPSUM BOARD INSTALL COLOR -MATCHED CAULK (AS RECOMMENDED BY MFR) AT INSIDE CORNERS RVS OR FRL WAINSCOT ADHERED TO GYPSUM BOARD - - GYPSUM BOARD - INSIDE CORNER (NO TRIM) WAINSCOT - RVS/FRL EXAM ROOM ACCESSORY PLACEMENT 12" = V-0" 301 302 326 17 34 27 30 30 33 PLAM SOFFIT 15 15 15 i M. A � I III I PL-1 0 CC100-- — — — — — � �_ _ M.��I°III I I IT �\ N CC18 i I B-1 30 24" CLR. 24 3'-0" 34 34 347 BREAK ROOM 24 24 3/8" =1'-0" 30" DEEP PER PLAN @ RECEPTION 24" DEEP UNO FULL -HEIGHT METAL STUDS, AS APPROPRIATE TO COUNTERTOP LOADS FASTEN TO COUNTERTOP OPTIONAL FACEPLATE IN LIEU OF FINISHED GAP AT BRACKET I I I o I INSIDE -WALL COUNTERTOP SUPPORT BRACKET SIMILAR TO "RAKKS" - SIZE AS APPROPRIATE (18X18 AT 25" COUNTERTOPS) I I COUNTERTOP SUPPORT BRACKET FASTENED TO STUD FRAMING AS RECOMMENDED BY MFR. I I I I I I I I I I I I ELEVATION AT WALL SECTION THRU WALL IN -WALL COUNTERTOP -SUPPORT BRACKET I I I I I I I I I I I I I I I I 1 1/2" = 1'-0" GYPSUM BOARD RVS OR FRL WAINSCOT ADHERED TO GYPSUM BOARD AS RECOMMENDED BY MFR co M MFR-STANDARD TRIM TO MATCH WAINSCOT WAINSCOT - RVS/FRL - BUTT JOINT WITH TRIM 12" = 1'-0" 6,, 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 co o PHONE) ' 60 50'v M M , - GEL DISPENSERS TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE COAT HOOKS & ROBE HOOKS FIRE EXTINGUISHERS PAPER SOAP "MIN DISTANCE FROM TOWEL DISPENSER 4' 0" MINIMUM IGNITION SOURCE INCLUDING ELECTRICAL DISPENSER BETWEEN GEL DISPENSERS I DEVICES INCLUDING SWITCHES AND RECEPTACLES o --- ❑---------- I : I WALL-MTD ITEMS WITH LESS THAN 1 1/2" MAX _ L PROTRUSION (SUCH AS CHAIR RAILS AND CRASH --------P RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS EXAM CASEWORK °O I (MAY OCCUR UNDER w M = MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING JI MORE THAN 1 1/2" FROM THE WALL CANNOT BE WALL-MTD -------e) PLACED BENEATH GEL DISPENSERS ACCESSORIES) GEL DISPENSERS ACCESSORIES AT EXAM ROOMS 4 5 6 7 8 9 INTERIOR ELEVATION SYMBOLS 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 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 REGISTERED ITECT L KENT GRE STATE OF WASNGTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT / BID SET INTERIOR ELEVATIONS 166UANUL No. Description Date 1 PERMIT / BID SET 06.17.2024 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO A6mOl 24017 1 2 3 4 DOOR SCHEDULE DOOR NO. I ROOM NAME WxH FIRE RATING TYPE MATERIAL FINISH GLAZING TYPE FRAME HARDWARE COMMENTS TYPE MATERIAL FINISH TYPE 300 WAITING 3' - 0" x 7' - 0" 20 F SCWD P-4/MATCH EXISTING A ALUM DARK BRONZE 1 PUBLIC CORRIDOR SIDE TO MATCH BUILDING STANDARD Y 301 RECEPTION 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 3 310 WAITING 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 1 311 OFFICE #1 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 312 OFFICE #2 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 315 HALL 3' - 0" x 7' - 0" 20 F EXISTING P-4/EXISTING A EXISTING EXISTING 1.1 PUBLIC CORRIDOR SIDE TO REMAIN EXISTING FINISH 316 OFFICE #19 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 317 TOILET #1 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 4.1 318 OFFICE #18 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 321 HALL 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 3 322 HALL 6'- 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 3 323 HALL 6'_ 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 3 331 TMS 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 332 OFFICE #3 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 333 OFFICE #17 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 334 OFFICE #4 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 335 OFFICE #16 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 336 OFFICE #5 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 337 OFFICE #15 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 338 TOILET #2 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 4.1 339 OFFICE #14 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 340 GROUP ROOM 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 341 OFFICE #13 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4 342 OFFICE #6 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 343 OFFICE #12 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 344 OFFICE #7 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 345 PRESCRIBER SUPPORT 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 3 346 OFFICE #8 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 347 BREAK ROOM 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 3.1 347A BREAK ROOM 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 348 OFFICE #9 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 349 TOILET #3 3' - 0" x 7' - 0" F SCWD P-4 A ALUM DARK BRONZE 4.1 350 OFFICE #10 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 = 352 OFFICE #11 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 360 HALL 3' - 0" x 7' - 0" 20 F EXISTING P-4/EXISTING A EXISTING EXISTING 1.1 PUBLIC CORRIDOR SIDE TO REMAIN EXISTING FINISH 361 TREATMENT 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 2.1 362 TREATMENT 3' - 0" x 7' - 0" F EXISTING P-4 A EXISTING EXISTING 4.1 CD DOOR HARDWARE SCHEDULE SET TYPE KP CR CLOSER PROTECTION COMMENTS 1 CARD READER ENTRANCE • • KICK PLATE, WALL STOP OWNER PROVIDED BRIVO CARD ACCESS SYSTEM 1.1 CARD READER ENTRANCE, EXISTING DOORFRAME • • WALL STOP (IF NEEDED) OWNER PROVIDED BRIVO CARD ACCESS SYSTEM 2 PASSAGE LATCH SET WALL STOP 2.1 PASSAGE LATCH SET, EXISTING DOOR/FRAME WALL STOP (IF NEEDED) 3 KEYPAD STOREROOM LOCKSET • • • KICK PLATE, WALL STOP SCHLAGE CO-100 STANDALONE ELECTRONIC LOCK 3.1 KEYPAD STOREROOM LOCKSET, EXISTING DOOR/FRAME PRIVACY LOCKSET • 0 • KICK PLATE SCHLAGE CO-100 STANDALONE ELECTRONIC LOCK OCCUPANCY INDICATOR 4 • KICK PLATE, WALL STOP 4.1 PRIVACY LOCKSET, EXISTING DOOR • KICK PLATE OCCUPANCY INDICATOR, CLOSER WITH STOP ARM DOOR, HARDWARE, AND WINDOW NOTES 1. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. 2. SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. LL 3. ALL DOOR TYPES ARE SHOWN AS SINGLE PANEL, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF DOORS. 4. ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, LINO. 5. 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. 6. WHERE A DOOR IS LOCATED IN AN ACCOUSTICALLY RATED WALL, PROVIDE ACOUSTICAL INSULATION IN DOOR FRAME ON ALL SIDES. DOOR HARDWARE LOCATIONS w AT DOORS WITH PUSH PLATES, AT DOORS WITH PUSH BARS AT DOORS WITH LEVERS OR PULLS, HANDLES, CUPS, AND AND/OR PANIC BARS: KNOBS, AND SIMILAR SIMILAR, NON -OPERABLE OPERABLE OPENING OPENING HARDWARE: HARDWARE: LOCATE OPENING LOCATE OPENING HARDWARE HERE LOCATE OPENING HARDWARE HERE HARDWARE HERE U --------- I I I I I I I I I I I I I I I I I I R I I I I I I �Lu I I I I I _ I � I I I I I Zh I I I I I N_0_T_E: ON ALL _ INDICATED DOORI TYPES - LITEt, : I RAILS, MOP I I : PLATES, KICI4 PLATES AND I MISCELLANEVUS I :OTHER I VARIATIONS (DASHED) MAY I r---------I I I I I I I I I I _ I N I I M I I I II L----- ---J I I I I I I I LOCATION OF DOORS ON FLOOR PLANS c� z z w a 0 0 w J 0 w U W Uj AT SWING DOORS ANDS � i i i i / POCKET DOORS: WHERE\ = I I I OPENING LOCATION IS N01 o i i I i DIMENSIONED ON PLANS, w LOCATE OPENING 6" FROM i i i CROSSING PARTITION, AS z 1 I I I INDICATED I I I I I I o I 11 I LU U I II I o I u I z I II I w I II I Ln II i - AT SLIDING BARN - I II I = I II TYPE DOORS: ~o I II WHERE OPENING � i ii i LOCATION IS NOT J i II : DIMENSIONED ON PLANS, LOCATE :: i OPENING 6" FROM CROSSING PARTITION, AS INDICATED DOOR TYPE LEGEND FRAME TYPE LEGEND OPNG SIZE PER OPNG SCHEDULE F FLUSH (HINGED) N NARROW O-LITE DOOR ONLY A FRAME PROFILES FRAMING/HEADER AS APPROPRIATE TO OPENING DN INTERIOR PARTITION PER PLANS - CONSTRUCTION, CONFIGURATION, AND WIDTH MAY VARY ANCHORS PER FRAME SUPPLIER ACOUSTICAL INSULATION IN FRAME WHERE PARTITION HAS ACOUSTICAL INSULATION WRAP -AROUND ALUMINUM FRAME WITH FLUSH TRIM, FIRE -LABELED AT FIRE - RATED OPENINGS. DOOR (LEAF) - CONSTRUCTION AND CONFIGURATION MAY VARY 5 6 7 8 9 FASTEN CLIP ANGLE TO BRACE WITH (2) #10 SHEET - METAL SCREWS I I UNDERSIDE OF EXISTING STRUCTURE ABOVE 20 GA. MINIMUM, 2 1l2" MINIMUM J -20 STEEL STUD OR TRACK (BRACE) 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 i AND TO RUNNER/TRACK WITH (2) # 10 SHEET -METAL SCREWS TOP RUNNER/TRACK (SLOTTED OR NESTED OR DEEP -LEG AS NECESSARY TO ACCOMODATE to 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 1 1 /2" = V-0" FASTEN CLIP ANGLE TO BRACE WITH (2) #10 SHEET -METAL SCREWS UNDERSIDE OF EXISTING STRUCTURE ABOVE 20 GA. MINIMUM, 2 1/2" MINIMUM STEEL STUD OR TRACK (BRACE) ----J 20 GA. MIN. METAL CLIP -ANGLE - AT 4'-0" OC MAXIMUM - SIZE AS NECESSARY FOR SECURE ALTERNATE DIRECTION OF EACH 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 3/4" DEFLECTION) - INSTALL SNUG AGAINST CEILING GRID STUDS CUT TO ACCOMODATE 3/4" DEFLECTION EDGE BEAD AT TOP OF GWB IF CEILING PANELS ARE TEGULAR, CUT PANELS AT PARTITION TOP FRAMED PARTITION PER FLOOR PLANS - CONSTRUCTION MAY VARY PARTITION TOP DETAIL- TERMINATION AT ACP 1 1 /2" = V-0" II m I FASTEN STRUT TO i 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. 4046VED OR ENGINEERED FASTENERS 0 0 0 0 0 0 SEISMIC BRACING FOR CLGS GREATER THAN 1000 SF. AND CLGS UNATTACHED ON 2 OR MORE SIDES 10 11 WALL TYPE SCHEDULE TYPE STUD SIZE THICKNESS FIRE RATING HEAD CONDITION INSULATION TYPE B4 3-5/8" 4 7/8" NR 6" ABV CLG ACOUSTICAL BATT C1 3-5/8" 4 7/8" NR TO CLG NONE 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 4 7/8" TYPE B1 & B4 - NR 3-5/8"MTL 6" ABV CLG 1 1 /2" = V-0" UNDERSIDE OF STRUCTURE ABOVE - SEE HEAD CONDITION DETAIL FOR KICKER CONNECTION CEILING PER RCP 5/8" TYPE "X" GWB BOTH SIDES 3-5/8" MTL TRACK 3-5/8" MTL STUD FINISH FLOOR AS SCHEDULED 4 7/8" TYPE C1 - NR 3-5/8"MTL TO CLG 1 1 /2" = V-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. C��O��NCcSgqT��HEREU�C�TION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS ATT/�CH AVY-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 i I I i I i I I i i I I i I i I I i I i I I i I I i I i I I � I i I i 0 0 0 0 ACOUSTICAL CEILING PANELS 2" MAXIMUM (MAY BE SQUARE -EDGE OR TEGULAR) IF SUSPENSION SYSTEM (AND SEISMIC BRACING WHERE OCCURS) C3030.17 CONSTRUCTION OF ACP CEILINGS a 3" = 1'-0" a N V 0 N V V N O N ti 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. 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 TECT L KENT GRE STATE OF WASHWTON RECEIVED Jul 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEALTHCARE REALTY TRANSFORMATION CARE NETWORK - EDMONDS STEVENS HEALTH CENTER 21701 76TH AVE W SUITE 300 EDMONDS, WA 98026 PERMIT /BID SET DOOR &FRAME SCHEDULE & DETAILS PARTITION AND INTERIOR DETAILS 166UANUL No. Description Date 1 PERMIT / BID SET 06.17.2094 PROJECT INFORMATION PROJECT NUMBER: 24017 PROJECT LEAD: DRAWN BY: SHEET NO 1 2 3 1 4 5 6 7 8 7 10 11