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APPROVED BLD PLN FIR BLD2024-0533+Architectural_Plan+4.22.2024_8.48.09_AM+42099191 2 I 3 4 I 5 6 I 7 8 I 9 10 I 11 .. J U :m a d N v v N O N V SHEET INDEX GENERAL G0.00 COVER SHEET G0.21 LIFE SAFETY PLANS G0.22 PARTITION TYPES-UL DESIGN 419 ASSEMBLY G0.23 CONSTRUCTION ASSEMBLIES ARCHITECTURAL A1.01 DEMO &NEW PLANS -FLOOR &CEILING -LEVEL 1 A1.51 FINISH & FF&E PLAN -LEVEL 1 A6.01 INTERIOR ELEVATIONS A7.00 PARTITIONS, CEILINGS &DOOR SCHEDULES &DETAILS A9.51 CASEWORK DETAILS APPROVED BY PLANNING � May 09 2024 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 OWNER: OWNER CONTACT: a SCOPE OF WORK FOR ANY OTHER PROJECT. RYAN YOUNGMAN HEALTHCARE REALTY 206-495-7226 � w N � THE PROJECT INCLUDES APPROXIMATELY 1,500 USF OF TENANT IMPROVEMENT SPACE OF AN EXISTING BUILD 2. DRAWINGS HAVE BEEN PREPARED FROM DATA AND DRAWINGS PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED 3310 WEST END AVENUE, SUITE 700 ryoungman@healthcarerealty.com NASHVILLE, TN 37203 � - OUT LOCATED ON THE 1ST FLOOR OF THE STEVEN'S HEALTH CENTER, SUITE 104 IN EDMONDS, WA. THE PROJECT WILL INCLUDE RECEPTION, WAITING, EXAM ROOMS, WORK AREAS, UTILITY TYPE ROOMS, AND A BREAK ROOM EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY. THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE � ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED HEREIN. LEGAL DESCRIPTION 3. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT ARE CONTRARY TO THOSE REPRESENTED WITHIN THE TENANT: TENANT CONTACT: swedisn edmonds 216th st. SW SOLNERS 5 ACRE TRACTS BLK 000 D-02 - W 270.03FT OF S 1/2 TR 27 LESS S DRAWINGS OR WHERE DIMENSIONS VARY GREATER THAN 2" THAN THOSE SHOWN IN DRAWINGS. SHAWN HUSMANN compus 189.62FT &AMP; LESS RD ON W TGW E 39.36FT OF S 1/2 LOT 27 EXC S 30FT SOUTH HILL PAIN shawnhusmann@gmail.com THOF &AMP; TGW W 86.68FT OF S 1/2 LOT 28 EXC S 30FT THOF &AMP; TGW N 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR INFECTION CONTROL DURING COURSE OF CONSTRUCTION WITH OWNER PRIOR TO 1/2 OF FDP S 1/2 OF TR 28 EXC W 86.68FT THOF &AMP; EXC E 126.04FT THOF & COMMENCEMENT OF WORK. AMP; EXC S 30FT THOF FOR RD 5. PROVIDE 24" SQUARE ACCESS PANELS OR OF SIZES REQUIRED WHERE PLUMBING AND HEATING VALVES, WATER SWITCHES, OXYGEN PRESSURE TAX PARCEL NUMBER SWITCHES, VENTILATION SPLITTER DAMPERS, ETC. ARE SHOWN ON PLUMBING AND MECHANICAL DRAWINGS. SUCH ACCESS PANELS TO BE INSTALLED IN THE FOLLOWING:A) GWBBOARD CEILINGS) METAL STUD AND MASONRY PARTITIONS. ARCHITECT: ARCHITECT CONTACT : O 005807-000-027-02 TGB ARCHITECTS JEANELLE OWENS 425-778-1530 21701 76th Ave W 6. WALL ASSEMBLIES MUST BE MAINTAINED AT ALL RECESSED FIRE EXTINGUISHER CABINETS AND ALL RECESSED EQUIPMENT. 21911 76TH AVE W, SUITE 210 jowens@TGBArchitects.com AUTHORITY HAVING JURISDICTION (AHJ� 7. PROVIDE FIRE EXTINGUISHER CABINETS OF THE TYPE SPECIFIED. REFER TO FLOOR PLANS) FOR LOCATIONS. EDMONDS, WA 98026 CITY OF EDMONDS 8. ALL SHAFT PARTITIONS EXTEND FROM FLOOR SLAB TO UNDERSIDE OF SLAB ABOVE. EXPOSED BEAMS WITHIN SHAFTS ARE TO BE FIREPROOFED APPLICABLE CODES WITH 2-HOUR GWBBOARD ENCLOSURE. BUILDING CODE: WA STATE BUILDING CODE (IBC WITH AMENDMENTS) - 2021 9. THE FIRE RATINGS OF ALL FIRE RATED PARTITIONS WILL BE STENCILED ABOVE CEILINGS, EACH SIDE OF PARTITIONS, BOTH SIDES OF CORRIDORS 3 EXISTING BUILDING CODE: WA STATE EXISTING -BUILDING CODE (IEBC WITH AMENDMENTS) - 2021 ENERGY CODE: WA STATE ENERGY CODE (IECC WITH AMENDMENTS) - � AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION. r 2021 LIFE SAFETY CODE: NFPA 101 - 2012 10. ALL GWB IS 5/8" TYPE'X' UNLESS NOTED OTHERWISE. � FIRE CODE: INTERNATIONAL FIRE CODE (IFC) - 2021 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2021 11. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. � PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2021 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC) - 2020 NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. 22och st. sw zzotn st. sw ACCESSIBILITY CODE: ANSI A117.1 -2691 (BY REFERENCE FROM IBC AND WSBC) 12. ALL SUBSTRATES ARE TO BE SMOOTH PRIOR TO INSTALLATION OF FINISHES. Separate permltS reClUlred fOr: 2017 Plumbing DEFERRED SUBMITTALS 13. ALL WORK AND MATERIALS TO CONFORM TO FACILITY STANDARDS. McChanlCal � -- Approved 1. MECHANICAL 2. PLUMBING DFM CMr�s F�urt 3. ELECTRICAL South County Fire - - _ 4. FIRE ALARM Date: 05/02/2024 City Of Edmonds � ��➢�: � � �� ' � �l9 °� �� ' ; �� . ,zl-0 �� lo'-d ,-2',-v° xis a=re I'� � �, I i ,' � � � I�, I �g ,� ,� , .\ Ural +,L�" zdo" .�" N+'-�I� g�� 05-02-2024 PLAN REVIEW Building Department .� I � I \�\ �� 6A3- fe I }V� \ I I �\ '` , / ,/ / , � _� ,y I , �x��TaNl��w,�: 4 � I \� � _ � I _ _--, _ _ a _ 1 � - "�� ,, 1 _ _ ,_ --, _ __ Z 3"Y '7.9J� ,___\ � � , --=---_ -- � a'ZY �� - -- _ �_ \ NOTES: APPROVED WITH CONDITIONS: Work NEW TENANT IMPROVEMENT ; _ ` 1 � � �__ � ; - � �� '',% - `, � � �s. �� I ��, � ': j � \P�GdS 1. ASEPARATE FIRE / , � - , i +� ' i � 'Q � �'-6_�_ �;, fiWn1ED Sil'1�54 S11LFF-s � ,,a, �N "tinDldA'fES 6TaJ-I- � io � - � I3�1N7 1"LOP1 L I 3 � Y°�rx� s�`tEn- I� � \� SPRINKLER PERMIT IS Address 21701 76TH AVE W #104 � '�` - "4 i, ->'-� ' '. 25��" 18`O� 9-0 '�° 25d ' � /111�'-to" (e ' 20=0'� � REQUIRED. 2. A SEPARATE FIRE ___-_-_-_-_-_-_-_-------- �----- - --- -------------------- Owner SOU_ TH HILL PAIN AN_D WELLNESS , F " �' , /� ', = - - � ;;� i � , _ � - � � �F�cISTINr,.2:57ofcT EXISTIhK� 3-sTcxYMEblc.+�.i_ � I � � = �' ''� '�, M�I�-- [lll � ----� ; �' q I �"�' � - -� ', ', � � -`� �. j�" � �' ) ; 1 ,'I li I I ALARM PERMIT IS REQUIRED. - --- ---------- --------------- Approved Date � / � ; N Im, ' G' ", I m, � ��' �---owl . I 1 - -� � _ I �,° -- � �� I � i DFM BURT ------------------------- � /�� Er././ Q � _ \ ��; ��, , _ ,. � .�, .3 m ;; :,,� �--- ; �,I � � � ,E �: �;',,I,, � �s � �--' m . �. s I , 'I rEiv <lA`K. WN1 I-'� I 1, - / y1 � F �U'pL,- i I l I 1 7p>.7H ji I ` ! � '�� I I �' �- �q I � I 1/ Z o � G G G G G �, � � \��IN(',WIC.P♦. KEYPLAN Building Official �' Ty / ,�; ��!� � E+`KaPSIXLE � L �'b� j � \ _ �2 �___-`��, - _____�f,�_l 1.� _______- �k- ,_ ;- � /'_P � �` �A '� TG �,�kp�TYPKl4- �i/ Permit Number , / `- �� ` � \ \ �_ - __ - J-_(_"1 `�\�`�� _--,_ \ pa Ni �� '".__� �,�: � �:`�. __ _- ;� ��;; IW, V / __ ---. - `\ � u�/ � -J` S Z�" i 101 III iJ .� 3y2 I, ,j, BLD2024-0533 -�_ ��.;�,�LI-1 - � -- - �� - . ,� __ �. \\\__ - _ _- _-_ 1 leb' 25�0 ID!-o". - _ _ � \ c � ` _ - - - ��NC�� ,��r�� ,�3{��,�� ,� _- _-_ J i J _ _ _ � �3 �,v �_ ��_-_{-___------�,�_� I - \ : O Sb: � _ _ �� _ - W - � _ ,/ I % /1 .� -_ _�� - �;� AREA OF WORK .. _ aj� �� \ 3l5 ,I -, I � , 1 %� -- �3� CONSTRUCTION TYPE �A �p � � �, �. �, .' , I; �'J �_ _ �� _ __ ;I I '� L ��--� - 1 ' ' ' ' OCCUPANCY GROUP B ! I-;-`; ' N �� .� '; � , I OCCUPANT LOAD 8 � � '' - �� I. �,0 - 1 1 ;� , I 3 'I 0 , -� - �1,; � , � 1 1 I b I , I -' � ` - - �� -- ,_� � 1 I II'-O" II'-O' I I � 1 ' ',�� `, �21a �sTR�r �sw NORTH ®� OVERALL SITE PLAN tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com �� REGISTERED TECT l KENT (3RE STATE OF WASt1NGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER SHEET ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: JLO DRAWN BY: JLO SHEET NO 1 2 3 4 5 6 7 8 9 10 11 Y x 0 c� m a M M CV O CV 1 LIFE SAFETY FLOOR PLAN -LEVEL 1 2 3 4 5 6 d 1 .� 1 CODE ANALYSIS -OUTPATIENT CLINIC -TENANT IMPROVEMENT 2021 WA STATE BUILDING CODE (REF IBC-2021) EXISTING BUILDING INFORMATION B-BUSINESS VA -1 HR 3-STORIES NO EXISTING BUILDING -MAIN OCCUPANCY PER RECORD DWGS EXISTING BUILDING -CONSTRUCTION TYPE PER RECORD DWGS EXISTING BUILDING - NUMBER OF STORIES PER RECORD DWGS EXISTING BUILDING -SPRINKLERED? PER RECORD DWGS OCCUPANCY AND USE -------- -------- MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 -------- OUTPATIENT CLINIC SPACES (INCLUDING RELATED BUSINESS SPACE )SECTION 304 GROUP B -BUSINESS (1,138 SF) WAITING AREAS, CONFERENCE ROOMS, LOUNGES, AND BREAK ROOMS LESS THAN 750 SF OR WITH AN OCCUPANT LOAD OF LESS THAN 50 SECTION 303.1.2 PART OF THE MAIN OCCUPANCY - GROUP B -BUSINESS (162 SF) A ROOM OR SPACE USED FOR STORAGE PURPOSES THAT IS ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY SECTION 311.1.1 PART OF THE MAIN OCCUPANCY - GROUP B -BUSINESS (54 SF) FIRE -RATING FOR BUILDING ELEMENTS, FIRE AND SMOKE PROTECTION FEATURES CHAPTER 6 CHAPTER 7 SEE ALSO "MEANS OF EGRESS" SECTION BELOW PRIMARY STRUCTURAL FRAME TABLE 601 1 HOUR INTERIOR BEARING WALLS TABLE 601 1 HOUR INTERIOR NON -BEARING WALLS AND PARTITIONS TABLE 601 0 HOURS MEANS OF EGRESS CHAPTER 10 -------- OCCUPANT LOAD SECTION 1004 -------- OUTPATINET AREAS TABLE 1004.5 922 SF / 1 OCCUPANT PER 100 SF GROSS = 9.2 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.5 162 SF / 1 OCCUPANT PER 15 SF NET = 10.8 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.5 54 SF / 1 OCCUPANTS PER 300 SF GROSS = 0.2 OCCUPANTS PROJECT OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 21 OCCUPANTS NUMBER OF EXITS REQUIRED -MINIMUM SECTION 1006.2.1 TABLE 1006.3.2 1 REQUIRED SPACES WHERE ONE EXIT IS ALLOWED SECTION 1006.3.3 TABLE 1006.2.1 TABLE 1006.3.3(2) 200 FT IN GROUP B, WHEN NON-SPRINKLERED COMMON PATH OF TRAVEL (ALLOWABLE) TABLE 1006.2.1 75 FT IN GROUP B, WHEN NON-SPRINKLERED WITH AN OCCUPANT LOAD OF 30 OR MORE 100 FT IN GROUP B, WHEN NON-SPRINKLERED WITH AN OCCUPANT LOAD OF LESS THAN 30 EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN 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 SECTION 1020.5 20 FT IN OCCUPANCY GROUP B, WHEN NON-SPRINKLERED NOT APPLICABLE WHEN ONLY ONE EXIT IS REQUIRED DOOR TYPES ALLOWED SECTION 1010.1.2 SWING TYPE DOORS. POWER -OPERATED DOORS. MANUALLY -OPERATED SLIDING DOORS SERVING AN OCCUPANT LOAD NOT EXCEEDING 10. DOOR SWING SECTION 1010.1.2.1 DOOR MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A SPACE WITH AN OCCUPANT LOAD OF 50 OR MORE PLUMBING FIXTURES REQUIRED CHAPTER 29 -------- WATER CLOSETS, URINALS TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 25 OCCS TO 50, THEN 1 REQUIRED PER EACH ADDITIONAL 50 OR FRACTION THEREOF. URINALS MAY REPLACE WATER CLOSETS NO LESS THAN 25% OF THE MINIMUM SPECIFIED. THUS 1 REQUIRED. 1 PROVIDED. LAVATORIES TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 40 OCCS TO 80, THEN 1 REQUIRED PER EACH ADDITIONAL 80 OR FRACTION THEREOF. THUS 1 REQUIRED. 1 PROVIDED. DRINKING FOUNTAINS TABLE 2902.1 SECTION 2902.5 IN B OCCUPANCY WITH OCCUPANT LOAD GREATER THAN 30: 1 REQUIRED PER 150 OCCUPANTS, THEN 1 PER EACH ADDITIONAL 500 OR FRACTION THEREOF. DRINKING FOUNTAIN MAYBE LOCATED OUTSIDE TENANT SPACE IF WITHIN ONE FLOOR AND 500 FT TRAVEL. THUS 1 REQD. 1 PROVIDED. LOCATION PER PLAN. SERVICE SINKS TABLE 2902.1 NO REQUIREMENT JTAINS 10 I 11 LIFE SAFETY PLAN NOTES 1. THE LIFE SAFETY PLANS HAVE BEEN DEVELOPED FROM EXISTING STATEMENT OF CONDITION DRAWINGS PROVIDED BY THE OWNER. ANY CONDITION THAT NEEDS TO BE UPGRADED TO MEET LIFE SAFETY CODE, BUILDING CODE, AND AHJ REQUIREMENTS AND NOT NOTED IN THESE DRAWINGS IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER. 2.. VERIFY THAT WITHIN THE SCOPE OF WORK AREA: A. ALL EXISTING PARTITIONS, LABELED IN THESE DOCUMENTS AS FIRE RATED OR AS A SMOKE BARRIER OR SMOKE PARTITION MEET THE REQUIREMENTS OF THE PARTITION TYPE. B. ALL EXISTING DOORS AND OPENINGS IN EXISTING PARTITIONS MEET THE REQUIREMENTS OF THE PARTITION IN WHICH THEY OCCUR. 3. MODIFY EXISTING PARTITIONS SHOWN WITH NEW OR UPGRADED FIRE OR SMOKE RATINGS TO MEET THE NEW RATING. THIS PROCESS INCLUDES ANY REQUIRED PROTECTION OF OPENINGS IN THE PARTITION. 4. INSTALL DOORS IN CORRIDOR PARTITIONS TO RESIST THE PASSAGE OF SMOKE UNLESS NOTED OTHERWISE. 5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND QUANTITY OF SMOKE DETECTORS. LIFE SAFETY PLAN SYMBOLS NOT IN SCOPE INCIDENTAL OCCUPANCIES (INDICATING USE, CLASSIFICATION, SQUARE FOOTAGE, AND OCCUPANT LOAD NON -RATED PARTITION SMOKE PARTITION 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER ® ILLUMINATED EXIT SIGN (WITH DIRECTIONAL ARROW WHERE NECESSARY) FEC � FIRE EXTINGUISHER CABINET (EXISTING) g0 DOOR FIRE RATING KEYPLAN EXIT ACCESS TRAVEL DISTANCE 25'-0" COMMON PATH OF EGRESS - � - � - � - 25'-0" EXIT SEPARATION=25' - 0" REQD SEPARATION OF EXITS= (25' - 0" / 3= 12' - 6") DIAGONAL OF AREA SERVED=25' - 0" n o� n n� �n►noi� tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com �� REGISTERED ITECT l KENT GRE STATE OF WAS�NGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES LIFE SAFETY DEPARTMENT PLANS IJJUHIVI+C No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: JLO DRAWN BY: NORTH SHEET NO GMD V 1 2 3 4 5 6 7 8 9 10 11 Y 1 2 3 4 5 6 7 8 I 9 10 11 tgbarchitects 2 LL J U m a BXUVU419-Fire Resistance Ratings -ANSI/UL 263 V` ONLINE CERTIFICATIONS DIRECTORY Design No. U419 BXUV.U419 Fire Resistance Ratings -ANSI/UL 263 "Reprinted from the Online Certifications Directory with pennissik�n from CL" Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equlpmem, system, devices, and materials. • Authorities Having JunsdiLYlon should be consulted before cons[ruLYlon. • 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 Held. • When field issues artse, it is recommended the first contact for assistance be the technical service staff provided by [he product manufacturer crated 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 spedfirs concerning altemate materials and altemate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV -Fire Resistance Ratings -ANSI/UL 263 BXUV? -Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada Design No. U419 April 12, LO i� Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & S through SK) * Indicates such products shall bear the UL or cUl Certification Mark for jurisdictions employing the UL or cUL CertiTication (such as Canada), respectively. BXUV.U419-Fire Resistance RaGrgs - ANSWL 263 joints centered on studs, and staggered one stud space from wallboard jolntr. Attached to studs with flat -head self - drilling tapping screws with a min. head diem. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item S) —Mineral wool Batts, friction fitted between studs and runners. Min nom thickness as indicated under item 5. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified cempanies. 4A. Batts and Blankets* — (Optional) —Placed In stud cavities, any glass fiber or mineral wool insulation bearing [he UL Classrficahon Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ]Z) Categories for names of Classified companies. 4B. Batts and Blankets* —For use with Item SK. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing [he UL Classlflcatlon Marking as to Surface Buming Charecterlstlrs and/or Flre Resistance. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified companies. S. Gypsum Board* —Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints In adjacent layers (mul[Ilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need Hat be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F, 2G, 20 No. of Layers &Thkns of Panel Mln Thkns of Insulation (Item 4) 3-1/2 1 layer, S/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. i 1-S/8 1 layer, 3/4 in. thick Optional 2 1-S/8 2 layers, 1/2 in. thick Optional 2 1-S/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-S/8 3 layers, 1/2 in. thick Optional 3 1-S/8 2 layers, 3/4 In. thick Optional 3 1-S/B 3 layers, S/8 in. thick Optional 4 1-S/8 4 layers, S/B in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2. 1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPGAR; WRC, S/8 in. thick Type AR, C, IP-AR, IP-Xl, [P-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thidk Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 In. thltk Type C, IP-X2, IPC-AR Or WRC; S/6 in. [hick Type SCX, SGX, SHX, WRX, IP-Xl, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L C SF2 — 1/2 In. TypE C; S/8 In. Types C, SCX USG MEXICO S A DE C V — 1/Z in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP- X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 78, Steel Framing Members*, is used, Nonbearing Wall Rating Is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or S/8 in. thick) shall be attached to fumin channels as described in Item 6. One la er of um board Heir 1 2 in. or S 8 in. thick 9 Y 9YPs Pa (/ / ) attached to opposite side of stud without furring channels as described In Item 6. SA. Gypsum Board* — (As an altemate to Item S) — S/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC —Type SHX BXUV.U419-Fire Resistance Ratings - ANSINL 263 1. Fbor and Ceiling Runners — (Not Shown) —For use with Item 2 -Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. lA. Framing Members* —Floor and Ceiling Runner —Not Shown — In lieu of Item 1 —For use with Item 28, propnetary channel shaped runners, 3-B/6 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25'" Track CRACO MFG INC — SmartTrack25"' MARINO/WARE, DIV OF WARE INDUSTRIES INC — Vlper25'" Track 16. Framing Members* —Fbor and Ceiling Runner — No[ Shown — In lieu of Item 1 —For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-S/8 in. deep fabncated from min 0.020 in. thick galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20'" Track MARINO/WARE, DIV OF WARE INDUSTRIES [NG — Vlper20"' Track 1C. Framing Members*— Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 -Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL &GYPSUM PRODUCTS INC —Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —Type SUPREME F2ming System QUAIL RUN BUILDING MATERIALS INC —Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO —Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC —Type SUPREME Framing System BXU V U419 -Fire Resistance Ratings -ANSI/U L 263 UNITED STATES GYPSUM CO — lypE FRX-G, SHX USG MEXICO S A DE C V —Type SHX. 56. Gypsum Board* — (Not Shown) — As an altemate to Item S when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direr[ attachment only [o steel studs Item 2A, (not to be used with Item 3) —Nom 5/8 in. or 34 in. may be used as altemate to all 5/8 in. or �i'. in. shown in Item 5, Wallboard Protection on Each Slde of Wall table. Nom S/6 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied verticaly. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board severed to 20 MSG steel studs Item 2A with 1-1/4 In. long Type 5-12 steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. To be used with Lead Ba[[en Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP —Type RB-LBG SC. Gypsum Board* — (For Use Wlth Item 2B) Rating Limited to 1 Hour. S/8 in. thldk, 48 In. wide, Gypsum panels with beveled, square or tapered edges, aDPlled vertically or horizontally. (Vertical Application) -The gypsum board is to be installed on each side of the studs with 1 in. long Type 5 coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges antl 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom [rack with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are [o be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) -The sum board is to be Installed on each side of the studs with 1 in. Ion T e S coated steel screws s red 8 in. OC 9YD 9 YP Pa starting 4 In. from the edge of the board at the vertical edges and 12 In. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured [o the [op and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and [he track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in [he Fire Resistive Directory. CGC INC —TypE SCX UNITED STATES GYPSUM CO —Type SCX, SGX. USG BORAL ZAWAWI DRYWALL L L CSFZ —Type SCX USG MEXICO S A DE C V —Type SCX. SD. Gypsum Board* — (As an altemate to Item S) — S/8 in. thick, 48 in. wide, applied vertically or horizontally Secured as descn bed in Item 6. For use with Items 1 and 2 only. CGC INC —Type USGX. UNITED STATES GYPSUM CO —Type USGX. USG MEXICO S A DE C V —Type USGX. SE. Gypsum Board* — (Not Shown) — (As an altemate to Item S when used as the base layer on one or both sides of wall when 1/2 in. or S/8 in thidk products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal S/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 In. long type 5-12 (or No. 6 by 1-1/4 in. long bugle head floe driller) steel screws spaced 8 in. OC a[ perimeter and 12 in. OC in [he field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco SF. Gypsum Board* — (As an altemate to Item S) —For use with Items IE and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type 5 screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minlmum 3-5/8 In. UNITED STATES GYPSUM CO — S/8 in. thick Type SCX, SGX. BXUV.U419-Fire Resistance Ratings - ANSIlUL 263 UNITED METAL PRODUCTS INC —Type SUPREME Framing System BXUV.U419-Fire Resistance Ratings -ANSI/UL 263 UNITED METAL PRODUCTS INC —Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) —For use with Item 2A —Channel shaped, fabricated from min 20 MSG corrosion -protected or galy steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. lE. Framing Members* —Fbor and Celling Runners — (Not Shown, As an altemate to Item 1) —For use with Items 2E, SF or SG or SI only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 In. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C —Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* —Floor and Ceiling Runner —Not Shown — in Ilea of Item 1 —For use with item 2F, propnetary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabncated from min 0.015 in. (min bare metal thickness) galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max, SUPER STUD BUILDING PRODUCTS —The Edge SG. Framing Members* -Fbor and Ceiling Runner —For use with Item 2G, proprietary channel shaped runners, minlmum width to accommodate stud size attached to floor and telling with fasteners 24 In. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) —Channel shaped, fabncated from min 0.02 in. galy steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in galy steel or thicker, attached to Floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20'" Track VT100. lI. Framing Members* —Floor and Celling Runners — (Not Shown, As an alternate to Item 1) —For use with items 2H, channel shapetl, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE -TRACK^" IJ. Framing Members* —Floor and Ceiling Runner— Not Shown — In Ileu of Item 1 —For use with Item 2I, propnetary channel shaped mnners, 3-S/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Vlper25'" Track 1K. Framing Members• —Floor and Ceiling Runner —Not Shown — In lieu of Item 1 —For use with Item 2], propnetary channel shaped runners, 1-1/4 in. wide by 3-S/8 in. deep fabncated from min 0.020 in. thick galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20'" Track IL. Framing Members* —Fbor and Calling Runners — (Not Shown) — As an altemate to Item 1 -For use with item 2N. Channel shaped, attached to floor and ceiling with fasteners 24 ln. OC. max. BAILEY METAL PRODUCTS LTD —TypE PLATINUM PLUS BXUV.U419-Fire Resistance Raarigs -ANSI/UL 263 USG BORAL ZAWAWI DRYWALL L L C SFZ - S/8 in. Chi& type SCX SG. Gypsum Board* — (As an alternate to Item S) —For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, aDPlled vertically or horizontally, as specified In the table below and fastened to the steel studs as described in item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical jointr In adjacent layers (multilayer systems) staggered one stud cavity. Horizontal jo(n[s need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No. of Layers &Thickness of Panel Min Thkns of Insulation (Item 4) 1-B/8 2 layers, 1/2 in. thick Optional 2 1-S/8 2 layers, 5/8 In. thldk Optional 3 1-S/8 3 layers, 1/Z in. thidk Optional 3 1-S/8 3 layers, S/8 in. thick Optional 4 1-S/8 4 layers, S/8 In. thick Optional 4 1-5/8 4 layers, 1/2 In. thick Optional CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, S/8 in. [hick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, or, 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, [P-X2, IPC-AR or; S/8 In. thick Type SCX, SGX, SHX, IP-X 1, AR, C, ,FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types 1P-X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L L CSFZ — 1/2 in. Type C; S/8 In. Types C, SCX USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; S/8 in. thick Type AR, C, IP-AR, IP-X 1, IP-X2, IPGAR, SCX, SNX, or, 3/4 in. thick Types IP-X3 or ULTRACODE SH. Gypsum Board* — (Not Shown) — (As an altemate to Item 5 when usetl as the base layer on one or both sides of wall when S/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) -Nom S/8 or 3/4 in. may be used as altemate to all S/8 or 3/4 in. shown in Item S, Wallboard Protection on Each Slde of Wall table. Nom S/8 or 3/4 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel stutls Item 2B with 1-1/4 in. long Type S- 12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For ]oint Compound see Item S. To be used with Lead Batten Strips (see Item ilA) or Lead Discs (see Item 12A). MAVCO INDUSTRIES INC -Type X-Ray Shielded Gypsum SI. Gypsum Board* — (As an altemate to Item S) —Nom. S/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item S. Steel stud minimum depth shall be as indicated in Item S. CGC INC —TypE ULX UNITED STATES GYPSUM CO —TypE ULX USG MEXICO S A DE C V Type ULX SJ. Gypsum Board* — (No[ Shown) — (As an altemate to Item S when used as the base layer on one or both sides of wall when 1/2 in. or S/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with item 3). Nom S/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws gypsum panel steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and 3J11 BXUVU419 -Fire Resistance Ratings - ANSW L 263 1M. Framing Members* —Floor and CeIIMg Runners —Not Shown — As an altemate to Item 1 —For use with Item 20, proprietary channel shaped runners, min width to accommodate stud size, galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTV LTD —Rondo Wall Track 2. Steel Studs —Channel shaped, fabricated from min 25 MSG corrosion -protected sleet, min depth as indicated under Item S, spaced a max of 24 in. OC. Studs to be tut 3/8 to 3/4 In. less than assembly height. 2A. Steel Studs — (As an altemate to Item 2, For use with Items SB, SE, SH, Sl and SK) Channel shaped, fabncated from min 20 MSG corrosion -protected or galy steel, 3-1/2 In. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut S/8 to 3/4 in. less than assembly height. 2B. Framing Members* -Steel Studs — (As an alternate [o Item 2, For use with Items SC, SI or SK) -Proprietary channel shaped studs, 3-S/8 (n. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between [he end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper25'" CRACO MFG INC —Smart St uc L>-' MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25"" 2C. Framing Members* —Steel Studs —Not Shown — In Ileu of Item 2 —propnetary channel shaped steel studs, min depth as indicated under Item S, spaced a max if 24 in. OC, fabncated from min 0.020 in. thick galy steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNI:A EXPANDED METAL PRODUCTS CO — Viper20'" MARINO/WARE, DN OF WARE INDUSTRIES INC — Vlper20`" 2D. Framing Members* —Steel Studs — In lieu of Item 2 -Channel shaped studs, min depth as indicated under Item S, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL &GYPSUM PRODUC75 INC —Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC —Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO —Type SUPREME Framing System STEEL CONSTRUCTION SVSTE MS INC —Type SUPREME Framing System UNITED METAL PRODUCTS INC -Type SUPREME Framing System 2E. Framing Members* —Steal Studs — (Not Shown, As an altemate to Item 2) —For use wI[h Items SF or SG or SI or SK only, channel shaped studs, min depth as Indicated under Item SF, SG or SI, fabncated from min. 0.015 In. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD PfOSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING —Pro STUD RAM SALES L L C —Ram ProSTUD BXUVU419-Fire Resistance Ratings - ANSIlUL 263 optional at remaining stud locations. Lead batten s[ri ps, min 2 in. wide, max 8 ft long with a max thickness of 0. 14 in. placed on the face of studs and attached [o the stud with construction adhesive and two 1 in. long Type 5-12 pan head steel screws, one a[ the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diem by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and disc to have a Dunty of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS ING —Type RPP -Lead Lined Drywall SK. Gypsum Board* — (No[ Shown) — (As an altemate [o Item S) —Nom. S/B in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical jointr in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2 through 20 No. of layers &Thkns of Panel Min Thkns of Insulation (Item 48) - -�%A 1 layer, S/8 in. thick 3-1/2 in. 2 I �"s 2 layers, B/8 in. [hick Optional 1-5/8 3 layers, 5/8 in. [hick Optional a 1-S/8 4 layers, S/81n. thick Optional UNITED STATES GYPSUM CO — S/8 ln. thick Type ULIX 6. Fasteners — (Not Shown) —For use with Items 2 and 2F -Type 5 or 5-12 steel screws used to attach panels to studs (Item 2) or funing channels (Item 7). Single layer Systems: 1 In. long for 1/2 and S/8 In. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 In. OC when panels are applied horizontally, or 6 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and S/8 in. thick panels or 1.1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1.5/8 in. long for 1/2 in., S/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with skrews offset 8 in. from first Iayer.Three-Myer systems: Firs[ layer- 1 in. long for 1/2 in., S/8 in. thick panels, spaced 24 in. OC. Second layer- 1-S/8 in. long for 1/2 In., S/8 in. thick panels, spaced 24 In. OC. Third layer- 2-1/4 in. long for 1/2 in., S/8 In. chide panels or 2-S/8 in. long for S/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 In. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., S/8 In. thick panels, spaced 24 In. OC. Second layer- 1-S/8 In. long for 1/2 in., S/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-S/8 in. long for 5/8 in, thick panels, spaced 24 in. OC. Fourth layer- 2-6/8 in. long for 1/2 in, thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners — (Not Shown) —for use with Item SK- Type S or 5-12 steel screws used [o attach panels to studs or furring channels (Item 7). Single layer systems: 1 in. long screws, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 In. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 In. long screws, spaced 16 In. OC. Second layer- 1-S/8 In. screws, spaced 8 In. OC with screws offset 8 in. from first layer. Three -layer systems: Fl rst layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-S/8 in. long screws, spaced 24 in. OC. Third layer- 2-S/8 in. long screws, spaced 8 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long screws, spaced 24 in. OC. Second layer- 1-S/8 in. long screws, spaced 24 in. OC. Third layer- 2-5/6 in. long screws, spaced 24 in. OC. Fourth layer- 3 in. long screws, spaced 8 in. OC. Screws offset min 6 In, from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) —Resilient furring channels fabncated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange Portion attached [o each Intersecting stud with 1/2 in. long Type 5-12 steel screws. Not for use with Item SA and SE. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an altemate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galy steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 In. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Gypsum board attached to furring channels as described In Item 6. Not for use with Item SA and SE. a— b. Steel Framnn Members Used to attach fume channels Item 7Aa to studs Item 2 . 9 9 ( ) ( ) Cli s spaced max. 48 In. OC. RSIC-1 and RSIC-1 2.75 cli s secured to studs with No. 8 x 1- P ( ) P 1/2 in. minimum self -drilling, 5-12 steel screw through the center grommet. RSIC-V and RSIC- V (2.75) dips secured to studs with No. 8 x 9/16 in. minimum self -drilling, 5.12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). BXUV.U419-Fire Resistance Ratings - ANSW L 263 STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* —Steel Studs —Not Shown — In Ileu of Item 2 —propnetary channel shaped steel studs, minimum width indicated under Item S, 1-1/4 in. deep fabncated from min 0.035 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 In. less In lengths than assembly heights. SUPER STUD BUILDING PRODUCTS —The C-dge 2G. Framing Members* —Steel Studs —Not Shown — In lieu of Item 2 -proprietary channel shaped studs, minimum width indicated under Item S, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* —Steel Studs — (Not Shown, As an altemate to Item 2) —Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE -STUD'" 21. Framing Members* —Steel Studs — (As an altemate to Item 2, For use with Items SC or SL or SK) -Proprietary channel shaped studs, 3-5/8 in, deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 In. gap between the end of the stud and track at the bottom of [he wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25'" 2J. Framing Members* —Metal Studs —Not Shown — In lieu of Item 2 —propnetary channel shaped steel studs, min depth as indicated under Item S, spaced a max if 24 in. OC, fabncated from min 0.020 in. [hick galy steel. Studs cut 3/8 in. to 3/4 In. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20'" 2K. Framing Members* —Steel Studs — As an alternate to Item 2 —For Use with Item 1, Channel Shaped Studs, fabncated from min 25 MSG corrosion -protected steel, min depth as indicated under Item S, spaced a max of 24 in. OC. Studs to be Lnrt 3/8 to 3/4 in. less than assembly height. EB METAL INC — EB Stud 2L. Framing Members* —Steel Studs — As an altemate to Item 2 —For use wI[h Item 1, channel shaped studs, fabncated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members• —Steel Studs — As an altemate to Item 2 —For use with Item 1, channel shaped studs, fabncated from min 25 MSG corrosion -protected steel, min depth as indicated under Item S, spaced a max of 24 In. OC. Studs [o be cut 3/8 to 3/4 In. less than assembly height. MARINO/WARE, DN OF WARE INDUSTRIES INC — StudRl[e'" 2N. Framing Members* —Steel Studs — As an altemate to Item 2 —For use with Item 1L, channel shaped, min 3- 5/8 in. �,vidc, spaced a max of 24 in. OC. Studs [o be cut 3/8 to 3/4 in. less than assembly height. BAILEY METAL PRODUCTS LTD —Type PLATINUM PLUS 20. Framing Members* —Steel Studs — As an altemate to Item 2 —propnetary channel shaped steel studs, min width as Indicated under Item 5, galy steel. Studs to be cut 3/8 to 3/4 In. less In lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD —Rondo Lipped Wall S[ud 3. Wood Structural Panel Sheathing — (Optional, For use with Item SOnly.) — (Not Shown) - 4 tt wide, 7/16 in. thick oriented strend board (OSB) or 15/32 In. thick s[ructurel 1 sheathing (plywood) complying with DOC PSS or P52, or APA Standard PRP-308, manufactured with exterior glue, applied horizontally or vertically to [he steel studs. Vertical BXUVU419-Fire Resistance RaGrgs - ANSW L 263 7B. Framing Members* — (Optional, No[ Shown) — As an altemate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galy steel, spaced 24 in. OC perpendicular [o studs. Channels secured to studs as described in Item b. Batts and Blanketr placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item SA and 6E. b. Steel Framing Members* —Used [o attach forting channels (Item 7Ba) [o one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x Z-1/2 in. coarse drywall screws, one through the hole at each end of the dip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —Type Isomax 7C. Framing Members* — (No[ Shown) — (Optional on one or both sides, not shown, for single or tlouble layer systems) — As an altemate [o Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gale steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furri rig channels as described in Item 6. Not for use with Item SA and SE. b. Steel Framing Members* —Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drillin 5-12 steel screw throw h the center rommet. Fortin channels are friction fitted 9, 9 9 9 Into dips. PLITEQ INC —Type GENIECLIP 7D. Steel Framing Members* — (Optional, Not Shown) —Furring channels and resilient sound isolation clip as described below: a. Furring Channels —Formed of No. 25 MSG galy steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels ovenapped 6 in. and secured together with four self -tapping No. Bxl/2 Self Drilling screws (2 per side 1 in. and 4 in. from ovenap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furs rig channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. No[ for use with Item SA and SE. b. Steel Framing Members* —Resilient sound isolation dip used to attach furring channels (Item 7Da) [o studs. Clips spaced 24 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the tenter hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNi Sound Isolation Clips -Type A237 or A237R 8. )olnt Tape and Compound —Vinyl or casein, dry or premixed joint compound aDPlled in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. SMing, Brkk or Stucco — (Optional, Not Shown) —Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth nurse of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO —TypE AS 11. Lead Batten Strips — (Not Shown, For Use With Item 56) —Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the Imerior face of studs and attached from the exterior face of the stud with two 1 In. long Type 5-12 pan head steel screws, one at the top of [he strip and one a[ the bottom of the strip. Lead batten stops to have a purity of 99.9%meeting Che Fede21 specfication QQ-L-201f, Grade "C". Lead batten strips required behind vertical jointr of lead backed gypsum wallboard (Item SB) and optional at remaining stud locations. Required behind vertical joints. ilA. Lead Batten Stri s — Not Shown For Use With Item SN Lead batten strl 2 in. wide max 10 ft Ion with a P ( ) Ps, 9 max thickness of 0.140 in. Strips placed on [he face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. i in. long min. Type 5-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federel specfication QQ-L-201f, Grades "B, C or D". Lead batten stops required behind vertical jolntr of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use Wi[h Item SB) —Used in Ileu of or in addition to the lead batten strips (Item 11) or optional at other locations -Max 3/4 In. diem by max 0. 125 In. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards 9r11 (Item SB) underneath screw locations prior to the installation of the screws. Lead discs or cabs to have a purity of 99.9% meeting the Federel speclficatlon QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item SH) Max S/16 In. diem by max 0. 140 in. thick lead discs compression fitted or atlhered over steel screw heads. Lead discs [o have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades 'B, C or D". 13. Lead Batten Strips — (Not Shown, For Use Wi[h Item SE) Lead batten steps, 2 in. wide, max 10 tt long with a max thickness of 0. 142 in. Strips placed on [he face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the stop or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Fede21 specdication QQ-L-201f, Grade "C". Lead batten steps required behind vertical joints of lead barked gypsum wallboard (Item SE) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use Wi[h Item SE) 2 in. wide, S in. long with a max thickness of 0. 142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a Strew (that secures the gypsum boards, Item SE) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standar0 adhesive tape if necessary. ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I as[ Uod.3tc'd an l()16-(74- I m 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that produRs 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 [he reproduction of the material contained in [he 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 Indude a copyright notice in the following format: "© 2016 UL LLC". 5/11 t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg berth itects.com �� REOISTfRED ITECT l KENT GRi STATE OF WASr!�TON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS WA 98026 r PERMIT/BID SET RECEIVED A r 22 2024 P PARTITION CITY OF EDMONDS DEVELOPMENT SERVICES TYPES-UL DE��I�I 419 ASSEMBLY ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO V 1 2 3 I 4 5 6 I 7 8 I 9 10 11 SHEET NO 1 2 3 4 5 6 7 8 I 9 10 11 Y (7 LL w V m a �,SS 1 F�� U C US Classified by Underwriters Laboratories. Inc. to UL 2079 and CANNLC-5115 System No. HW-D-0042 ANSI(UL2079 CANAILC S115 Assembly RaBngs-1 and 2 Hr (See Items 2 and 3A) F Ratings —1 and 2 Hr (See Items 2 and 3A) Nominal Joint Width -1 In. FT Ratings —1 and 2 Hr (See Items 2 and 3A) Class II Movement Capabilities — 50%Compression or Extension FH Ratings —1 and 2 Hr (See Items 2 and 3A) L Rating At Ambient —Less Than 1 CFMRin Ft FTH Ratings —1 and 2 Hr (See Items 2 and 3A) L Rating At 400°F —Less Than 1 CFMILin Ft Nominal Joint Width -1 In. Class II Movement Capabilities — 50 Compression or Extension L Rating At Ambient —Less Than 1 CFM/Lin Ft L Rating At 400°F —Less Than 1 CFMllin Ft 1B 16 1A 3B a, °a n g ------ 3 __- a .. _—____ _-- r�"; — --- _��--- — _ _--------->-T--- 1A 2 I I I I I _D 2C D C a a a 4 _ Q r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r I � r r r r r r r �+ r r r r r r r I N v x Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S stems December08,2015 P Y Page: 1 of 4 ss'F� � �� : System No. HW-D-0049 0 c us Assembl Ratio s —1 and 2 Hr See Items 2 and 3B 0 ® Y 9 ( ) daaaifiee by Nominal Joint Width —1 In. _ Underwriter Laborolories, Inc. 0 toU 2079andCANIU GS115 Class II Movement Ca abilities — 50 /a Com cession Or Extension L L p p L Rating At Ambient —Less Than 1 CFMllin Ft r A L Rating At 400°F —Less Than 1 CFMILin Ft 1 B I " I� <e a a° .. - ° . n a < 3B ° a I I----- 1A O I I 3A L_, 2D 2A 2C 3 A 1. Floor Assembl —The fire -rated fluted steel decklcencrete floor assembl shall be osnstmcted of the materials and in the manner described in the Y Y individual D700 or D900 Series Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Fonn Units' —Max 3 in. (76 mm) deep galy steel fluted units. B. Concrete —Min 2-1/2 in. 64 mm thick reinforced concrete as measured from the to lane of the floor units. l ) PP C. Spray -Applied Fire Resistive Materials' — (Optional) - (Not Shown) —Prior to or after the installation of the steel ceiling mnners, Forming Material and Fill, Void or Cavity Matedal (Items 2A, 3A, 3B) the steel floor units may be sprayed with a min 5116 in. (8 mm) to max 1-314 in. (44 mm) thickness of fire resistive material. W R GRACE & CO - CONN — T e MK-6-HY YP ISOLATEKINTERNATIONAL—T e300 YP 1A. Roof Assembl —Not Shown — As an allemate to the floor assembl a fre rated fluted steel deck roof assembl ma be used. The roof Y ( 1 Y, Y Y assembly shall be censtmcted of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The houdy rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembl shall include the followin consWction features: Y 9 A. Steel Roof Oedc —Max 3 in. (76 mm) deep gale steel fluted roof deck. B. Roof Insulation —Min 2-114 in. (57 mm) thick poured insulating concrete, as measured from the lop plane of the floor units. 18. Roof Assembly —As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constmded of the materials and in the manner described in the individual P700 Series Roof-Ceilin Desi nin the UL Fire Resistance 9 9 Directo .The houd ratio of the root assembl shall bee ual to or realer than the houd ratio of the wall assembl .The roof assembl ry Y 9 Y q 9 Y 9 Y Y shall include the following censtruction features: A. Steel Roof Deck —Max 3 in. (76 mm) deep gaN steel fluted root deck. B. S ra —A lied Fire Resistive Materials' — Nof Shown Prior to or after the installation of the steel ceilin runners Formin Material P Y PP ( 1— 9 9 and Fill, Void or Cavity Material (Items 2A, 3A, 38), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. W R GRACE 8 CO - CONN —Type MK-6-HY ISOLATEK INTERNATIONAL —Type 300 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 08, 2015 Hilti Firestop Systems Page: 1 of 3 A3. Light Gauge Framing'- Notched Ceiling Runner— As an allemate to the ceiling runners in Items 2A through 2A2, notched ceiling � mnners to consist of C-shaped galy steel channel with notched return flanges sized lc accommodate steel studs (Item 2B). Notched � ceiling mnner installed parallel to direction of fluted steel deck, centered beneath valley, pdor to the appliceticn ofspray-applied fire = resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. OLMAR SUPPLY INC—Type SCR A4. Light Gauge Framing' —Slotted Ceiling Runner— As an allemate to the ceiling mnner in Item 2A through 2A3, ceiling runner to consist of alv steel channel with slotted flan es sized to accommodate steel studs Item 28 . Flan a het ht of slotted ceilin runner shall 9 9 ( ) 9 9 9 be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling mnner installed parallel to direction of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resistive material, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. SCAFCO STEEL STUD MANUFACTURING CO —Slotted Track -Type SDLT B. Studs —Steel studs to be min 3-5l8 in. (92 mm) wide. Studs cut 112 to 314 in. (13 to 19 mm) less in length than assembly height with bottom nes8ng in, resting on and fastened to the floor mnner and with top nesting in ceiling mnner without attachment. When slotted ceiling mnner (Item 2A1) is used, steel studs secured to slotted ceiling mnner with No. 8 by 112 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection mnner (Item 2A2) is used, studs secured to vertical clip through slip bushing, supplied, with No.B by 1/2 in. (13 mm) steel saews al midheight of slot of each slot. When slotted ceiling mnner (Item 2A4) is used, steel studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm) less than Floor to ceiling height and secured to slotted ceiling mnner with No. 8 by 1/2 (13 mm) long wafer head steel screws at +/_ 3/16 in. (5 mm) of the mid -height of slot on each side of wall. A Bamed opening shall be conslmcted around each steel Stmctural member A min clearance of 1 in. (25 mm) to a max of 4 in. (102 mm) shall be maintained between the framing and the spray -applied fire resistive material on the two sides of the Stmctural support. The ceaance between the framing and the spray -applied f re resistive material on the bottom of the Stmctural steel support shall be max 2 in. (51 mm). Stud sparing not to exceed 24 in. 610 mm OC. ( ) C. Gypsum Board' — 518 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, number of layers an sheet orientation shall be as specifed in the individual U400, V400 or W400 Series Design in the Fire Resistance Directory, except that a max 1-1l2 in. (38 mm) gap shall be maintained between top of gypsum board and bottom plane of steel Boor units and between the top ed a of the sum board and the s ra a lied fire resistive material on the sWdural steel su rt. The to row of screws shall be 9 9YP P Y PP PPo P installed into the studs 1-112 to 2 in. (3810 51 mm) below the bottom of the ceiling mnner. The houdy ratings of the joint system are dependent on the houdy rating of the wall. 3. Joint System —Max separation between bottom of floor units and top of gypsum board at time of installation is 1-112 in. (38 mm). Max se oration between s ra -a lied f re resis8ve matedal on bottom of Stmctural su ort and framed o nin into of wall is 2 in. 51 mm .The P P Y PP PP Pe 9 P ( ) joint system is designed to accommodate a max 25 percent compression or extension from its installed width. The joint system consists of a Formin material and a fill material between the to of the sum board and the bottom of the Floor as follows 9 P P , 9Y A. Forming Material` —Nominal 4 in. (102 mm) thick pieces of nominal 4 pcf (64 kglm3) forming material, sized to be Bush with both surfaces of wall, placed to fully fill the framed opening around the structural steel support. Forming material to be installed with fbers verti I al n th i es f the m n ie s siz to attain a min m r ssi n rat f 2 r nt in the thi kness direction. Formin ca o e s d o Bea a d ce ed co e o e o 5 e ce c 9 P P P 9 material t be installed with fibers horizontal at the bottom of the beam and feces sized to attain a min om cession rate of 50 ercent in o c P P P the thickness direction. Additional mineral wocl batt insulation cut into stri s to fill the a between to of the sum bcard and bottom of P 9 P P 9YP Boor units. Width of the strips shall be equal to the total thickness of the gypsum board. The strips of mineral wool shall be compressed 50 percent in thickness and firmly packed into the gap between the top of gypsum board and bottom of floor units. ROCK WOOL MANUFACTURING CO —Delta Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF IIG MINWOOL L L C —MinWool-1200 Safing B. Fill, Void or Cavity Material' -Sealant —Amin 1116 in. (1.6 mm) dry thickness (min 118 in. or 3.2 mm wet thickness) of fill material sprayed of troweled on each side of wall to completely cover mineral wool forming material and to ovedap min 1/2 in. (13 mm) onto gypsum board and min 2 in. (51 mm) onto the steel floor units or the spray applied material on the steel Boor unit and on the Stmctural support member on both sides of wall. HILT( CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFSSP WB Firestop Joint Spray -Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems August26,2013 P Y Page: 3 of 3 System No. HW-D-0042 0 1. FloorAssembl —The fire -rated fluted steel deck/cencrele floor assembl shall be constructed of the materials and in the manner described Y Y in the individual D700 or D900 Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: = A. Steel Floor And Fonn Units' —Max 3 in. (76 mm) deep galy steel fluted units. B. Concrete —Min 2-1l2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Materials' — (Optional, Not Shown) —Prior to or after the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 36, respectively) the steel floor units may be sprayed with a min 5116 in. (8 mm) to max 1-3/4 in. (45 mm) thickness of fire resistive matedal. ISOLATEK INTERNATIONAL —Type 300 W R GRACE & CO - CONN —Types MK-6-HY or MK-10H6 1A. Roof Assembly — (Not Shown) —As an alternate to the floor assembly, a fre rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The houdy rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck —Max 3 in. (76 mm) deep galy steel fluted roof deck. B. Roof Insulation —Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane o(the floor units. 1 B. Roof Assembly — As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The houdy rating of the roof assembly shall be equal to or greater than the houdy rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Dedr —Max 3 in. (76 mm) deep gale steel fluted root deck. 6. Spray —Applied Fire Resistive Materials' — (Not Shown) —Prior to or after the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 36), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design. ISOLATEK INTERNATIONAL —Type 300 W R GRACE & CO - CONN —Types MK-6-HY or MK-10H6 2. Wall Assembly —The 1 or 2 hr fire rated gypsum boardlsteel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners —Floor and ceiling runners of wall assembly shall consist of galy steel channels sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 114 in. (6 mm) greater than max extended joint width. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. A1. Light Gauge Framing' -Slotted Ceiling Runner —As an allemate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galy steel channel with slatted flanges sized to accommodate steel studs (Item 2C). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel fasteners or welds spaced max 24 in. (610 mm) OC before optional spray -applied fire resistive material is used. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS —SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO —CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—SDT250, SDT300 MARINOANARE, DIV OF WARE INDUSTRIES INC—Type SLT METAL -CITE INC —The System OLMAR SUPPLY INC — STT250, STT300 R & P SUPPLY — SCT250, SCT300 SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C —True-AcBon Deflection Track Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S Stems December08,2015 P Y Page: 2 of 4 System No. HW-D-0049 m 0 0 2. Wall Assembl —The 2 hr fire rated sum board (steel stud wall assembl shall be consW cted of the materials and in the manner Y 9YP Y described in the individual U400 or V400 Series Wall and Partition Desi nin the UL Fire Resistance Directo and shall include the followin 9 ry 9 = construction features: A. Steel Floor And Ceiling Runners —Floor and ceiling runners of wall assembly shall consist of min 25 ga galy steel channels sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 11d in. (6 mm) greater than max extended joint width. Ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. A1. Light Gauge Framing' -Slotted Ceiling Runner— As an allemate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galy steel channel with slotted flanges sized to accemmodate steel studs (Item 2C). Slotted ceiling mnner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceiling mnner may only be used prior to the installation of the optional spray -applied material. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS —SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO —CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H MARINONVARE DIV OF WARE INDUSTRIES INC—T SLT YPe METAL-LITEINC—TheS stem Y SCAFCO STEEL STUD MANUFACTURING CO STEELER INC — Steeler Slotted Ceiling Runner TELLING INDUSTRIES L L C —Trne-Action Deflection Track AZ. Light Gauge Framing" -Vertical Deflection Ceiling Runner — As an alternate to the ceiling mnners in Items 2A and 2A1, vertical deflection ceiling runner to consist of galy steel channel with slotted vertical deflection dips mechanicelly fastened within mnner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2C). Vertical deflection ceiling runner installed parallel to direction of fluted steel deck, centered beneath deck, and secured with steel masonry anchors steel fasteners or welds s aced max 24 in. 610 mm OC. before or after o tional s ra -a lied fire resistive material is used. P ( ) P P Y PP The use of welds to secure the ceilin mnner ma onl be used rior to the installation of the o tional s ra -a lied material. 9 Y Y P p P Y Pp — THE STEEL NETWORK INC VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Li ht Gau eFramin —Floor and Ceilin Runners — As an allemate to the ceilin and floor mnners in Item 2A 2A1 2A2 and 2A3. 9 9 9 9 9 floor and ceiling runners to consist of galy steel channel sized to accommodate the Light Gauge Framing' Slotted Stud (Item 2C1) or Light Gauge Framing" Slider C-Clip System (Item 2C2). Floor and ceiling runners to be provided with min 1.1/4 in. (32 mm) and 3 in. (76 mm flan es res ectivel .Ceilin mnner installed arallel to direction of fluted steel deck centered beneath deck and secured with steel 9� P Y 9 P mason anchors steel fasteners or welds s aced max 24 in. 610 mm OC. before or after o tional s ra -a lied fire resistive material ry � P ( ) P P Y PP is used. The use of welds to secure the ceilin mnner ma onl be used rior to the installation of the o tional s re -a lied material. 9 Y Y P P P Y PP STEELER INC —Floor and Ceilin Runners 9 A4. Li ht Gau a Framin '- Notched Ceilin Runner —As an allemate to the ceilin runners in Items 2A throw h 2A4 notched ceilin 9 9 9 9 9 9 � 9 mnners to consist of C-sha ed alv steel channel with notched return Flan es sized to accommodate steel studs Item 2C .Notched P 9 9 ( 1 ceiling mnner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use of welds to secure the ceilin runner ma onl b used rior to the installatcn of the o tional s ra -a lied material. 9 Y Y e P P P Y PP OLMAR SUPPLY INC =Type SCR B. Steel Attachment Cli s 0 tional -Not Shown When s ra a lied fire roofin is used ceilin mnner ma be secured to deck with P (P 1 P Y P P p 9 9 Y Z-sha d di s formed from min 1 in. 25 mm Ion stri s of min 20 a alv steel. Len h of di s should not exceed the width thickness pe P ( ) 9 P 9 9 9t P ( ) of the wall. Cli s to be s¢ed to extend throw h the thickness of the s re -a lied fire -resistive material on the bottom of the steel deck P 9 P Y PP with 1-1l2 or 2 in. (38 or 51 mm) long upper and lower legs. Legs of dips fastened perpendicular to valleys of steel deck (prior to application of spray -applied fire -resistive matedals) and top of ceiling mnner with steel fasteners or welds. Clips spaced max 24 in. (610 mm OC. Reproduced by HILT(, Inc. Courtesy of Underwriters Laboratories, Inc. December 08, 2015 Hilti Firestop Systems Page:2of3 �,SSIF� System No. HW-D-0264 N 0 ®� � c us Classified by = Underwriters Labaratades, Inc, to UL 2079 and CAWULC-5115 3 1 �` a a ' °� 4 a 4r------- a 1. Floor Assembly —The fire -rated fluted steel floor uniUconcrete Floor assembly shall be censUucted of the materials and in the manner described in the individual 0700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units' —Max 3 in. (76 mm) deep galy steel fluted floor units. 6. Concrete —Min 2-112 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray -Applied Fire Resistive Material' — (Optional. Nol Shown) -After installation of the steel straps (Item 2), the steel floor units may be sprayed with the min thickness of material specifed in the individual D700 Series Design. ISOLATEK INTERNATIONAL —Type 300 W R GRACE & CO - CONN —Types MK-6lHY or MK-10H6 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S stems December16,2015 P Y Page: 1 of 3 ANSI/UL2079 CANIULC S115 Assembly RaBngs —1 and 2 Hr (See Item 4) F Ratings —1 and 2 Hr (See Item 4) Nominal Joint Width -1-112 In. FT Ratings —1 and 2 Hr (See Item 4) Class II Movement Ca abilitles — 50 % Com cession or P P Extension FH Ratings —1 and 2 Hr (See Item 4) L Rating At Ambient —Less Than 1 CFMllin ft FTH Ratings —1 and 2 Hr (See Item 4) L Rating At 400 F —Less Than 1 CFMllin ft Nominal Joint Width -1-112 In. Class II Movement Capabilities — 50%Compression or Extension L Rating At Ambient —Less Than 1 CFMllin ft L Rating At 400 F —Less Than 1 CFMllin fl System No. HW-D-0042 0 A2. Li ht Gau eFramin '-Vertical Deflection Ceilin Runner— When the nom oint width is less than ore ual to 314 in. 19 mm vertical 9 9 9 9 1 q ( )� � deflection ceiling runner maybe used as an allemate to the ceiling runners in Items 2A and 2A1. Vertical deflection ceiling runner to _ censist of galy steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2C). Verticel deflection ceiling runner installed perpendicular to direction of Fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive material is used. The use o(welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material. THE STEEL NETWORK INC —VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing`- Notched Ceiling Runner —As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling runners to consist of C-shaped galy steel channel with notched return flanges sized to accommodate steel studs (Item 2C). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC. before or after optional spray -applied fire resistive matedal is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray -applied material, OLMAR SUPPLY INC —Type SCR B. Steel Attachment Clips— (Optional -Not Shown) -When spray applied fireproofing is used ceiling runner may be secured to deck with Z-shaped clips formed from min 1 in. (25 mm) long strips of min 20 ga galy steel. Length of dips should not exceed the width (thickness) of the wall. Clips to be s¢ed to extend through the thickness of the spray -applied fire -resistive material on the bottom of the steel deck with 1-112 or 2 in. (38 or 51 mm) long upper and lower legs. Legs of clips fastened to valleys of steel deck (prior to application ofspray-applied fire-resis8ve materials) and top of ceiling mnner with steel masonry anchors, steel fasteners or welds. Clips spaced max 24 in. (610 mm) OC. C. Studs —Steel studs to be min 2-112 in. (64 mm) wide. Studs cut 1/2 to 3!4 in. (131019 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 112 in. (13 mm) long water head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight o(each slot. Stud spacing not tc exceed 24 in. (610 mm) OC. D. Gypsum Board' —Gypsum board installed to a min total thickness of 5/8 in. and 1-114 in. (16 and 32 mm) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and PartiBon Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel deck units and the to row of screws shall be installed into the studs 1-1l2 to 2 in. 38 to 51 mm below the bottom of the ceilin P ( ) 9 runner. The hour) ratio of the'oint s stem is de endent on the hour) ratio of the wall. Y 9 1 Y P Y 9 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,2015 P Y Page: 3 of 4 S stem No. HW-D-0049 Y m O 0 — I t t min -1 in. mm wi t 11 in. 1 mm I in l n th than m I i ht wtth C Studs Stee s uds o be 2 12 (64 ) de S uds cut 2 to 3l4 (3 l019 ) ess e g rise b y he g 0 � bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item x 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 112 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 mm) OC. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud sparing not to exceed 24 in. (610 mm) OC. C1. Light Gauge Framing' —Slotted Studs —Slotted steel stud to be used in conjunction with Light Gauge Framing' —Floor and Ceiling Runners (Item 2A4). Slotted steel studs to be min 2-112 in. (64 mm) wide. Slotted steel studs cut 1 in. less in length than assembly height with bottom nes8ng in and secured to both ceiling and floor runners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 314 in. (19 mm) long low profile head steel screw. Floor mnner attached to bottom of steel stud by means of No. 8 by 112 in. (13 mm) long pan head steel screw. Slotted steel stud spacing not to exceed 24 in. (610 mm) OC. STEELER INC —Slotted Stud C2. Light Gauge Framing' —Slider C-Clip System — As an allemate to the Light Gauge Framing' —Slotted Steel Studs (Item 2C1), a Slider C-Clip System consisting of a C shaped steel Gip with a slotted opening and a steel stud to be used in conjunction with Light Gau eFramin —Floor and Ceilin Runners Item 2A4 . Steel cli sand studs to be min 2.112 in. 64 mm wide. Steel cli inserted into 9 9 9 ( ) P ( ) P inside flange of steel stud without attachment. Total length of steel stud cut 1 in. (25 mm) less than assembly height with bottom of steel stud nesting in and secured to floor mnner. Floor runner attached to bottom of steel stud by means of Na. 8 by 112 in. (13 mm) long pan head steel screw. Ceilin runner secured to steel C-Cli b means of No.10 b 314 in. 19 mm Ion an head steel screw located 318 9 P Y Y ( 1 9P in. (10 mm) below lop of ceiling mnner. Top row of gypsum board screws shall be centered within the preformed slot of the C-Clip. Sleet stud and steel clips spacing not to exceed 24 in. (610 mm) OC. STEELER INC — Slider C Clip System D. Gypsum Board' —Gypsum board installed to a min total thickness of 5/8 in. (16 mm) and 1-1/4 in. (32 mm) on each side of wall for 1 and 2 Hr rated assemblies respec8vely. Wall to be conslmcted as spedfied in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel floor units and the top row of screws shall be installed into the studs 1-112 (38 mm) to 2 in. (51 mm) below the bottom of the ceilin mnner. The hour ratio of the oint s stem is ual to the hourt fire ratio of the wall. 9 ty 9 1 Y eq Y 9 3. Joint S stem —Max se oration between bottom of floor and to of wall at time of installation of "oint s stem is 1 in. 25 mm . The'oint Y P P 1 Y ( ) 1 s stem is desi red to accommodate a max 50 ercent corn cession or extension from its installed width. The'oint s stem consists of Y 9 P P I Y formin material and a fill matedal as follows: 9 A. Formin Matedal' —Nom 5!8 in. 16 mm and 1-114 in. 32 mm wide stri s of min 4 cf 64 k Im3 mineral wod batt insulation for 1 9 ( 1 ( ) P P l 9) and 2 hr rated assemblies res ctivel cut to thickness corn ressed 50 rcent in thickness and firml acked into the a between Pe Y, P Pe Y P 9 P the to of the sum board and bottom of the steel floor units on both sides of the wall. P 9YP ROCK WOOL MANUFACTURING CO —Delta- Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF IIG MINWOOL L L C —MinWool-1200 Safing A1. Formin Material' - Stri s — 0 tional -Nom 518 in. 16 mm and 1-114 in. 32 mm wide recut mineral wool stri s for 1 and 2 hr 9 P (P ) ( ) ( ) P P rated assemblies respectively. The strips are compressed 50 percent in thickness and firmly packed into the gap between the lop of the gypsum board and bottom of the steel floor units on both sides of the wall. HILT( CONSTRUCTION CHEMICALS DIV OF HILTI INC — CP 767 S ed Stri s Pe P B. Fill, Void or Cavity Matedal` —Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to ovedap a min of 112 in. (13 mm) onto gypsum board and steel deck on both sides of wall. When spray -applied fire resis8ve material is applied to the steel floor and form units, the fill material is to oveda the sum board a min of 112 in. 13 mm and the s ra -a lied fire resistive material a min of 2 in. 51 P 9YP ( ) P Y PP mm) an both sides of wall. When spray -applied fire resistive matedals are used, the joint spray shall ovedap the wall a min 112 in. (13 mm and oveda the s ra -a lied fire resistive material a min of 2 in. 51 mm on both sides of the wall. P P Y PP ( ) HILT( CONSTRUCTION CHEMICALS DIV OF HILTI INC —CFS-SP WB FireSto Joint S ra P P Y ' Indicates such products shall bear the UL a cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Undenvdters Laboratories, Inc. December08,2015 Hilti Firestop Systems Page:3of3 System No. HW-D-0264 N 0 1 A. Roof Assembly — (Not Shown) - As an allemate to the floor assemby, a fire rated fluted steel deck roof assembly may be used. The roof shall be constructed of the matedals and in the manner described in the individual P700 or P900 Series Roof-Ceilin desi ns in the UL Fire Resistance 9 9 Directory. The houdy rating of the roof assembly shall be equal to or greater than the hourly ra8ng of the wall assembly. The roof assembly shall include the following constmdion features: A. Steel Roof Deck —Max 3 in. (76 mm) deep galy steel fluted roof deck. B. Roof Insulation — Rocf insulation to consist of min 2-114 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the roof deck. C. Spray -Applied Fire Resistive Material' — (Optional. Not Shown) -After installation of the steel straps (Item 2), all surfaces of the steel deck maybe sprayed with the thickness of matedal as specified in the individual P700 Series Floor -Ceiling Design. The flutes of the steel deck above the steel straps and wall may be filled with material as an allemate to the Forming Material (Item 3). ISOLATEK INTERNATIONAL —Type 300 W R GRACE 8 CO - CONN —Types MK-6MY ar MK-10H6 2. Steel Straps — Min. 2 in. (51 mm) wide 16 MSG galy steel straps cut to a length to span the flute and overlap the adjacent valleys of fluted floor units or roof deck by 1-1/2 in. (38 mm). Straps spaced max 24 in. (610 mm) OC and fastened to floor or roof assembly with 1/4 in. (6 mm) diam by 1-112 in. (38 mm) long steel concrete anchors. As an alternate, min 1 in. (25 mm) long HilB X-DNI 27 P8 S15 or Hilti X-U 27 PB S15 powder actuated floor ins with tote cal min 9116 in. 14 mm diam washer ma be used to secure steel stra s to floor or roof assembl . P 9 ( ) Y P Y 3. Formin Material' - Plu s —Preformed mineral wool lu s formed to the sha of the fluted floor units or roof deck fricBon fit to corn letel f II 9 9 P 9. Pe , P Y the Flutes above the steel straps. Adjacent lengths of plugs to be Bghtty butted with butted seams spaced min 24 in. (610 mm) apart along the length of the plugs. HILT( CONSTRUCTION CHEMICALS DIV OF HILTI INC—CP777 S ed Plu s Pe 9 3A. Formin Material" —As an alternate to Item 3 min 4 f 64 k Im3 mineral wool batt insulation Formin material cut to the sha of the fluted 9 , Pc ( 9 ) 9 Pe floor units or roof deck and friction fit to cemplelely fill the Flutes above the steel straps. Adjacent lengths of Batts to be Bghtly butted with butted seams spaced min 24 in. (610 mm) apart along the length of the flutes. IIG MINWOOL L L C —MinWool-1200 Safing JOHNS MANVILLE INTERNATIONAL INC—Safin 9 ROCK WOOL MANUFACTURING CO —Delta Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF 4. Wall Assembly —The 1 hr or 2 h f re -rated gypsum boardlslud wall assembly shall be conslmcted of the materials and in the manner spedfied in the individual U400 V400 or W400 Series Wall and Partition Desi nin the UL Fire Resistance Directo and shall include the followin 9 ry 9 cens[mction features: A. Steel Floor and Ceiling Runners —Floor and ceiling mnners of wall assembly shall consist of min No. 25 gauge gale steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling mnner to be 314 in. (19 mm) greater than extended joint width. Ceiling mnner installed parallel to direction of fluted steel floor units, direc0y beneath steel straps, and secured to straps with two No. 8self-drilling, self -tapping steel saews per strap. A1. Light Gauge Framing` —Slotted Ceiling Runner— As an allemate to the ceiling mnner in Item 4A, ceiling mnner to consist of galy steel channel with slotted flanges sized to accommodate steel studs (Items 4B). Ceiling runner installed parallel to direc8on of fluted steel floor deck, directty beneath steel straps, and secured tc straps with two No. 8 seN-drilling, self -tapping steel screws per strap. When slotted ceiling mnner is used, deflection channel (Item 3A) shall not be used. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS —SLP-TRK, SLPTRK325 CALIFORNIA EXPANDED METAL PRODUCTS CO —CST CLARKDIETRICH BUILDING SYSTEMS —Types SLT, SLT-H MARINONYARE, DIV OF WARE INDUSTRIES INC —Type SLT METAL -CITE INC —The System THE STEEL NETWORK INC —VertiTrack VT series, 250VT, 362Vi, 400VT, 600VT and 800VT Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S stems December16,2015 P Y Page: 2 of 3 System No, HW-D-0042 0 3. Joint System —Max separation between bottom of Floor or roof and lop of wall at lime of installation of joint system is 1 in. (13 mm). The joint O = system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows: A. Forming Material' —Nom 4 pd ((i4 kglm3) density mineral wool batt insulation cut with a length approx equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 25 percent in thickness and inserted into the flutes of the steel deck above the top of the ceiling runner. The mineral wool batt insula8on is to project beyond each side of the ceiling runner, Flush with wall surfaces. Alternately, nom 4 pd (64 kglm3) forming material cut lc shape of flute and nom 1 in. (25 mm) longer than thickness of wall; mineral wool compressed from ends and firmly packed into each flute to attain a min compression rate of 14.3 percent in the length (wall thickness) direction to be flush with both wall surfaces. Additional 5!8 in. and 1-1/4 in. (16 and 32 mm) wide strips for 1 and 2 hr rated assemblies, respectively, of nom 4 pct (64 kg/m3) mineral wool batt insulation are to be cut to fill the gap between the top of the gypsum board and bottom of the steel deck. The strips of mineral wool are compressed 50 percent and BghBy packed, cut edge first, into the gap between the top of the gypsum board and bottom of the steel deck on both sides of the wall. IIG MINWOOL L L C —MinWool-1200 Safing ROCK WOOL MANUFACTURING CO —Delta- Board ROXUL INC—SAFE THERMAFIBER INC —Type SAF A1. Forming Material` —Plugs — (Optional, Not Shown) Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner, flush with wall surfaces. Additional forming material, described in Item 3A, to be used in conjunction with the plugs to fill the gap between the tap of gypsum board and bottom of steel floor units. HILT( CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CP777 Speed Plugs A2. Fomnin Matedal` - td s — 0 ti nal -Nom 18 in. and 1-114 in. 16 and 32 mm wide b 2 in. 51 mm hi h recut mineral wool stri s S o 5 9 P (P ) ( ) Y ( 1 9 P P f r t n 2 hr rat a m li r tiv 1. Th ri ar m r r nt and firml d ut fi t into the a b tw n o a d ed sse b es es ec e e st s e ce essed 50 ce acke c ed a rs , e ee P Y P P Pe Y P 9 9 P the top of the gypsum board and bottom of the steel floor units on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips B. Fill, Void or Cavity Material" —Min 1116 in. (1.6 mm) dry thickness (1!8 in. or 3.2 mm wet thickness) of fill matedal sprayed or troweled on each side of the wall to completely cover mineral wool forming matedal and to overtop a min of 1/2 in. (13 mm) onto gypsum board and steel deck on both sides of wall. When Spray -Applied Fire Resistive Material' is applied to the Steel Floor and Form Units', the fill material is to overta the sum board a min of 1/2 in. 13 mm and the S ra - lied Fire Resistive Material a min of 2 in. 51 mm on both sides P 9YP ( ) P Y APP ( ) of wall. When spray -applied fire resistive materials are used, the fireslop joint spay shall ovedap the wall a min 112 in. (13 mm) and ovedap the spray -applied fire resistive material a min of 2 in. (51 mm) on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CFS-SP WB Firestop Joint Spray `Indicates such products shall bear the UL a cUL Certification Mark forjurisdictions employing the UL or cUL Certification (such as Canada). respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December08,2015 P Y Page: 4 of 4 sl U�,s F,� System No. HW-D-0218 0 c us 0 classified by = Urderxrilers Labo2lories Inc. to UL t479 and CAWULC5115 1A 16 rA 1A 1B I a ' e: — llll — ___'_ un T - ---- __ - --- 1 I ll I 1 I I I 1E � ---_- � Ill — j ul I I I 2A ii --- �� 1 — 3 i II II _ __ I s � ---- I I I - - -_----_ ) I - - - 1C I I I I I I r— I I � - -----� 11E 1C 3B 1D 3A 2B 2C 3B �A 2C 26 SECTION A -A 1. Floor Assembl —The fire -rated fluted steel floor uniticencrete floor assembl shall be constmded of the matedals and in the manner Y Y described in the individual D700 or D900 Series Floor -Ceiling Design in the Fire Resistance Directory and shall include the following censWction features: A. Steel Floor and Fonn Units' —Max 3 in. (76 mm) deep galy steel fluted floor units. B. Concrete —Min 2-112 in. 64 mm thick reinforced concrete as measured from the to lane of the floor units. ( ) PP C. Stmctural Steel Su rt 0 tional -Steel beam or o n-web steel 'oist ass edfied in the individual D700 or D900 Series Floor-Ceilin PPo (P ) Pe 1 P 9 Design, used to support steel floor units. Stmctural steel support oriented perpendicular to wall assembly. —Steel beam or open -web steel joist, as specified in the individual D700 or D900 Series Floor -Ceiling Design, used to support steel floor units. Smctural steel support oriented a endicular to wall assembl . P rP Y D. Steel Lath —Where open -web steel joists pass through the fire rated wall, 3/8 in. diamond mesh expanded steel lath having a nom weight of 1.7 to 3.4 Ib per sq yd (0.9 l01.8 kglm2) shall be secured to one side of each joist with steel tie wire and the lath shall be fully covered with no min thickness requirement. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S stems August26,2013 P Y Page: 1 of 3 ANSUUL2079 CANIULC S115 Assembly Ratings —1 and 2 Hr (See Item 2) F Ratings-1 and 2 Hr (See Item 2) Nominal Joint Width -1 In. FT Ratings —1 and 2 Hr (See Item 2) Class II Movement Capabilities — 25% Compression or Extension FH RaBngs —1 and 2 Hr (See Item 2) L Ratio At Ambient— Less Than 1 CFMllin ft 9 FTH Ratio s —1 and 2 Hr See Item 2 9 ( ) L Rating At 400 F —Less Than 1 CFMllin ft Nominal Joint Width -1 In. Class I I Movement Capabilities — 25%Compression or Extension L Rating At Ambient— Less Than 1 CFMllin ft L Rating A1400 F —Less Than 1 CFMlin ft System No. HW-D-0264 0 0 2 A2. Light Gauge Framing'- Notched Ceiling Runner— As an allemate to the ceiling runners in Items 2A through 2A1, notched ceiling mnners to consist of C-shaped galy steel channel with notched return Flanges Saari to accommodate steel studs (Item 2B). Notched ceiling mnner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. OLMAR SUPPLY INC—Type SCR A3. Light Gauge Framing' —Slotted Ceiling Runner— As an allemate to the ceiling mnner in Item 4A through 4A2, ceiling runner to consist of galy steel channel with slotted flanges sized to accommodate steel studs (Item 4B). Flange height of slotted ceiling runner shall be 3.1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling mnner installed parallel to direction of fluted steel floor deck, directly beneath steel straps, and secured to straps with Iwo No. 8self-drilling, self -tapping steel screws per strap. SCAFCO STEEL STUD MANUFACTURING CO —Slotted Track -Type SDLT B. Studs —Steel studs to be min 2-112 in. (64 mm) wide. Studs cut 314 in. (19 mm) to 1 in. (25 mm) less in length than assembly height with bottom nes8ng in and resting on the floor runner and with top nesting in ceiling runner without attachment When storied ceiling mnner (Item 4A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1l2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 mm) OC. When slotted ceiling runner (Item 4A3) is used, steel studs cut in lengths 314 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height and secured to slotted ceiling mnner with No. 8 by 112 (13 mm) long +. wafer head steel screws at 13116 In. 5 mm of the mid -het ht of slot on each side of wall. 1 ) 9 C. Gypsum Board' —For 1 hr assembly, one layer of 5i8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. For 2 hr assembly, two layers of 518 in. (16 mm) thick gypsum board are specfied in the individual Wall and PartiBon Design. For both houdy ratings, a nominal 1-112 in. (38 mm) gap shall be maintained between the tap of the gypsum board and the bottom surface of the steel floor units and the to row of screws shall be installed into the studs 3 in. 76 mm below the valle s of the steel floor units. P ( ) Y The houdy ratings of the joint system are dependent on the houdy rating of the wall. 5. Joint System —Max separation between bottom of Floor and top of wall is 1-112 in. (38 mm). The joint system is designed to accommodate a max SOpercent compression or extension from its installed width. The joint system consists of a forming material and a fill material between the top of the gypsum board and the bottom of the floor, as follows: A. Formin Material' —Min 4 cf 64 k m3 densi mineral wool batt insulation cut shall be cut into stri s to fill the a between the to of 9 P( 91 1 tY P 9 P P sum board and bottom of the floor units. The width of the stri s shall bee ual to the total thickness of the sum board. The stri s of 9YP P q 9YP P mineral wool are corn ressed 50 rcent in thickness and finnl acked into the a between the to of the sum board and bottom of P Pe Y P 9 P P 9YP the mineral wool plug or steel floor units. IIG MINWOOL L L C —MinWool-1200 Safing JOHNS MANVILLE INTERNATIONAL INC —Safin 9 ROCK WOOL MANUFACTURING CO —Della Board ROXUL INC —SAFE THERMAFIBER INC —Type SAF A1. Forming Matedal` -Strips — (Optional) -Nam 5!8 in. (16 mm) and 1-114 in. (32 mm) wide precut mineral wool strips for 1 hr and 2 hr rated assemblies respectively. The strips are compressed 50 percent in thidkness and finely packed into the gap between the top of the gypsum board and bottom of the steel floor units on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips B. Fill, Void or Cavity Material' -Sealant —Min 118 in. (3.2 mm) wet thickness (min 1116 in. a 1.6 mm dry thickness) of fill material sprayed or troweled on each side of the wall to completely cover the mineral wool funning material and to ovedap a min of 112 in. (13 mm) onto gypsum board, steel floor units or roof deck and steel straps on both sides of the wall and min 2 in. (51 mm) onto spray -applied fre resis8ve material (Item 1C). HILT( CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CFS-SP WB Firestop Joint Spray 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certificelion (such as Canada), respec8vely. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firesto S stems December16,2015 p Y Page: 3 of 3 N 0 E. S ra -A lied Ftre Resistive Material —After the installatlon of the cellln runner Item 2A 2A1 or 2A2 steel floor units to be s ra ed PYPP 9 ,1 1 PY o with the thickness of material spedfied in the individual D700 Series Design or the structural steel supports to be sprayed in accordance � with the specifications in the individual D900 Series Design. Material is to be excluded from the steel Boor units, directly above the gypsum = board and from the flanges of the ceiling mnners. — W RGRACE & CO CONSTRUCTION PRODUCTS DIV Type MK-6MY ISOLATEK INTERNATIONAL —Type 300 1A. Roof Assembly— (Not Shown) — As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 or P900 Series Roof -Ceiling Design in the UL Fire Resistance Directory. The houdy rating of the roof assembly shall be equal to or greater than the houdy rating of the wall assembly. The roof assembly shall include the following censWdion features as applicable: A. Steel Root Deck —Max 3 in. (76 mm) deep galy steel fluted roof deck. B. Root Insulation —Min 2-114 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel roof deck. C. Stmctural Steel Support— (Optional) -Steel beam or open•web steel joist, as specified in the individual P700 or P900 Series Roof -Ceiling Design, used to support steel roof deck. Stmctural steel support oriented perpendicular to wall assembly. Steel beam or open -web steel joist, as specified in the individual P700 or P900 Series Roof -Ceiling Design, used to support steel roof deck. Stmctural steel support oriented perpendicular to wall assembly. D. Steel Lath —Where open -web steel joists pass through the fire rated wall, 318 in. diamond mesh expanded steel lath having a nom weight of 1.7 to 3.41b er s d 0.9 to 1.8 k m2 shall be secured to one side of each'oist with steel fie wire and the lath shall be full covered P qY ( 91 ) 1 Y with no min thickness re uiremenl. q E. Spray -Applied Fire Resistive Material` —After the installation of the ceiling mnner, (Item 2A, 2A1 or 2A2) steel roof deck to be sprayed with the thickness of material specified in the individual P700 Series Design or the sWctural steel supports to be sprayed in accordance with the spedficetions in the individual P700 or P900 Series Design. Matedal is to be excluded from the steel roof deck, directly above the gypsum board and from the Flanges of the ceiling mnners. W R GRACE 8 CO - CONN —Type MK-6lHY ISOLATEK INTERNATIONAL —Type 300 2. Wall Assembly' —The 1 or 2 h fire -rated gypsum boardlslud wall assembly shall be censWcled of the materials and in the manner spedfied in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following constmdion features: A. Steel Floor and Ceiling Runners —Floor and ceiling mnners of wall assembly shall consist of min No. 25 gauge galy steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling mnner shall be min 114 in. (6 mm) greater than max extended joint width. Ceiling mnner centered beneath and parallel with valley of steel floor units (Item 1A). Ceiling mnner secured to steel floor units with mason anchors steel fasteners or welds s aced max 24 in. 610 mm OC. A clearance of 1-112 in. 38 mm shall be maintained between rY P ( 1 ( ) the ceilin mnner and the s ra -a lied fre resistive material on the Stmctural steel su rt members. 9 P Y PP PPo Al Light Gauge Framing' -Slotted Ceiling Runner— As an alternate to the ceiling runner in Item 2A, slotted ceiling mnner to consist of galy steel channel with slotted flanges s¢ed to accommodate steel studs (Item 28). Slotted ceiling runner installed parallel to direction of fluted st el d centered beneath valle rior to the a li ation f s ra -a lied fire resistive material and secured with steel mason anchors e e�, Y� P PP c o P Y PP � ry steel fasteners or welds s aced max 24 in. 610 mm OC. P ( ) BRADY ONSTRUCTION INNOVATIONS IN DBA SLIPTRACKSYSTEMS —SLP-TRK C C, — CALIFORNIAEXPANDED METAL PRODUCTS CO CST CLARKDIETRICH BUILDING SYSTEMS —Type SLT, SLT-H MARINONVARE DIV OF WARE INDUSTRIES INC — T e SLT YP SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C —Tme-Action Deflection Track THE STEEL NETWORK INC —VertiTrack VT, series,250VT, 362VT, 400VT, 600VT and 800VT AZ. Li ht Gau eFramin `-Vertical Deflection Ceilin Runner — As an alternate to the ceilin mnners in Item 2A and 2A1 vertical deflection 9 9 9 9 9 ceilin mnner to consist of alv steel channel with slotted vertical deflection cli s mechanicell fastened within runner. Slotted cli s 9 9 P Y P, provided with step bushings, far permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 28). Vertical defledion ceiling mnner installed parallel to director of fluted steel deck, centered beneath valley, prior to the application of spray -applied fire resis8ve matedal and secured with steel mason anchors steel fasteners or welds s aced max 24 in. 610 mm OC. ry P ( ) THE STEEL NETWORK INC VertiTradk VTD362, VTD400, VTD600 and VTD800 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FireSto S stems August26,2013 P Y Page: 2 of 3 tgbarchitects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com 3626 R GIST D E fRE tTECT l KEN) GRE STATE OF WASHMi1GTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES A TMENT CONSTRUCTI�i� ASSEMBLIES ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO V 1 2 3 I 4 5 6 7 8 I 9 10 11 SHEET NO 1 2 3 4 4 5 6 I I Y ---� r- I I I I� ill I II _J I��t111�-�I I I r L�I I A. - - --�--L-� � -�- - - - I J �� `� I II .�� - � _____�== I p===� `` ---- _________ --- II ---�---------�--� II � � � III --- � ---------� --� II II II DEMO ALL WALLS, CASEWORK, FLOORING AND WALL BASE III THROUGH OUT SPACE. I SLAVAGE ALL WINDOW - _ TREATMENTS AND COORDINATE I I WITH BUILDING OWNER R I I STORAGE OR RE-INSTALiATION III I II � I II _ � I i� i � � III � I II 11- � `�� 11 II �� II � � <9 �f> III II � II � I � I � B � /, G1 FLOOR PLAN -LEVEL 1 -DEMO DEMO PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER &AREA 101 DOOR TO BE DEMOLISHED /�- C � � WALL TO BE DEMOLISHED DOOR TO REMAIN ,� WALL TO REMAIN EXISTING � � DEMO TO REMAIN _ _ _ = SMOKE PARTITION "'�"' �"""'® 1-HOUR FIRE BARRIER �"" �"""� 2-HOUR FIRE BARRIER jNOT IN SCOPE 4 5 6 W I I I I I I I I I �� I I I I I I I II I I I I I I I � � w= Ir-� w � �� III I I I I �� II ( ) II II ( ) II I�^ II I � Ir-� w= Ir-�� _ - =� � �= � ��- II� 111 11 I II ( IIIII ( ) II it `� li I � IIr=�I�'-` � � - II I �-� bEMO AL CEILING GRID, LIGHT I I I I I �IXTURE� AND AN�' CEILING MOUNT�D I I I I I I - QUIPME T THRO GH OUT SPACE. - II I I I I � �_ � _� �-„ r I I II II (u� II I�^ II I � � _�� w �-'� � � � _� -��-- � �� II� 111 I I II ( ) III ( ) II IIII II � �=_- �-�I► � - I - �-� I I I + � + � � � II ( ) II II (u� II I�^� I� � II--� w= II--� w � III - - III III _ - III I I - - I I I II ( ) IIIII ( ) II � � � II �....� II I Imo= _ - �= _--�► I �-� i � � - I I I I I � � � � � � � � � � I 11 � � � � � II ( � II II ( � II II ( � II fi II--� w= II--� w III I -�- �� - �= � � �= � - 11 I II ( ) IIIII (u) II �- - ,�_ _ B- - - - - � - - = - �. i / n / 3 m >��EILING PLAN -LEVEL 1 -DEMO N DEMO RCP SYMBOLS U 0 EXISTING � � DEMO - o TO REMAIN T T +-+-+-+� ACOUSTICAL PANEL CEILING � � JJ a �� ,`�.,-�: ��__,�'� GWB CEILING "� '• o_ ,; (V v NOT IN SCOPE j N v 1 5 (A.� PATCH AND REPAIR CONSTRUCTION TO MATCH ADJACENT EXISTING WALL TYP & FINISH 6 7 4 �� TYP �� TYP 5 G6 TYP A7.00 A7.00 A7.00 - 2'-2" I �� d � J � �I� J `� � STORAGE � � - - _ - 103A - J5 RECEPTION A6.01 3 ii , _ _ _ A6.01 J7 101 ,�r, �\ � `,\ G1 �� G4 > � ,1'01LET � G8 A6.01 6 I � ,i 103 � ti c� � � G7 � i EXAM ROOM 1 �� `� L ��----�---- I � ii 102 103 � � 1006 C6 PASS THRU � ii 8'-4" iL � A6.01 HALL J1 C4 � 112 J3 A6.01 SEMI -RECESS FEC: JL INDUSTRIE ACADEMY SERIES, VERTICAL DUO HALL 107 111 jWAITING ROOM 100 100 109 /, I BREAK ROOM 109 bl � � C1 A6.01 II � B j 109B j PATCH AND REPA CONSTRUCTION T // EXISTING WALL TY NORTH G5 FLOOR PLAN -LEVEL 1 -NEW FLOOR PLAN SYMBOLS J M MAO 108 5'-11' ii STORAGE ii 108 i ROOM NAME 101 ROOM NAME WITH NUMBER PARTITION TYPE TAG -SEE PARTITION 1i TYPE LEGEND f EXISTING ► ► NEW - NON -RATED PARTITION 101 DOOR TAG -SEE DOOR SCHEDULE 00 ELEVATION VIEW LOCATION REFERENCE 00 A7. 0 00 SHEET WHERE VIEW IS LOCATED jNOT IN SCOPE NORTH n CEILING PLAN -LEVEL 1 -NEW TYPICAL CEILING SYMBOLS LED 2X2 OR 2X4 RECESSED LIGHTING, DIMMABLE LITHONIA LIGHTING BLT SERIES LED, OR SIM LED PENDANT LIGHTING, DIMMABLE LIGHTOLOGY MINA PENDANT SATIN NICKEL WITH BLACK CHORD 3000K 2 I 3 I 4 I 5 I 6 8 E3 A6.01 E1 �� EXAM ROOM 2 104 WALL MOUNT MONITOR I 104 IMEDS STORAGE 105 105 I �_ I I I J �, 106 4'-1" L EXAMIROOOM 4 EXAM106 OM 3 �'-5" 9�_5�� --� A6.01 E5 i i E5 A6.01 OPP L- _ _ i �b d i i r �� 9 10 11 DEMOLITION NOTES 1 DEMOLITION PLANS REPRESENT EXISTING CONDITIONS THEY ARE INTENDED FOR REFERENCE ONLY THESE PLANS ARE NOT INTENDED TO BE A DESCRIPTION OF ALL REQUIRED WORK. REFER TO CONSULTANT t b a rc h i to cts DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. ALL AREAS NOT NOTED FOR DEMOLITION ARE TO BE PROTECTED THROUGH DURATION OF WORK. 3. ALL OPENINGS IN SLABS, ROOFS, WALLS, CEILINGS, AND PARTITIONS CREATED BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION SHALL BE SEALED AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH t 425.778.1530 21911 76th Ave W. Ste 210 LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. f 425.774.7803 Edmonds WA 98026 info t barchitects.com g 4. 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, www.tgbarchitects.com ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER -PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 5. REPLACE OR REPAIR ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 6. THE OWNER WILL REMOVE ALL EXISTING MEDICAL EQUIPMENT FROM THE AREA OF WORK PRIOR TO TURNING �� THE SPACE OVER TO THE CONTRACTOR. NOTIFY THE OWNER OF ANY MEDICAL EQUIPMENT REMAINING IN REGISTERED THE SPACE. TECT 7. CONSULT WITH THE OWNER PRIOR TO DEMOLITION ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE E �� G� OWNER CAN TAKE POSSESSION. STATE OF WASiN�TON 8. ANY MATERIALS AND EQUIPMENT INDICATED IN DRAWINGS TO BE SALVAGED AND REUSED ON THIS PROJECT TO BE STORED BY CONTRACTOR UNTIL SCHEDULED REINSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. 9. STABILIZE ANY EXISTING -TO -REMAIN BUILDING COMPONENTS THAT BECOME UNBRACED DUE TO SELECTIVE OR PARTIAL DEMOLITION. PROVIDE A SOUND PERMANENT STRUCTURE PER CODE. 10. PATCH AND REPAIR ALL EXISTING WALLS &FLOORS AFFECTED BY DEMOLITION TO MATCH ADJOINING FINISHES. FLOOR PLAN NOTES 1. FLOOR PLANS MAY NOT INCLUDE TOTAL OF ALL REQUIRED WORK. COORDINATE WITH DESIGN/BUILD SUBS THRU THE GC. 2. SECURE NEW WALLS TO SUBSTRATE WITH FASTENERS LOCATED 2' FROM EACH END AND SPACED A / MAXIMUM OF 16" O.C. 3. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ANY CABINETS, EQUIPMENT, HANDRAILS, OR WHERE REQUIRED. NORTH 4. LOCATE ALL NEW DOORS 6" FROM HINGE SIDE OF ADJACENT WALL UNLESS NOTED OTHERWISE. ®® 5. ALIGN NEW WALLS WITH ADJACENT EXISTING WHERE APPLICABLE FOR A SMOOTH, CONTINUOUS FINISH. 6. ADD COLUMN FURRING WITH 7/8" FURRING STRIPS & (1) LAYER OF 5l8" 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. NORTH GENERAL DAYLIGHT ZONE NOTES ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2021 6" LED RECESSED CAN LIGHT WASHINGTON STATE ENERGY CODE. 0 FOCAL POINT, OR SIM PRIMARY DAYLIGHT ZONE &SECONDARY DAYLIGHT ZONE: AS INDICATED ON PLANS ® ILLUMINATED EXIT SIGNS AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT LITHONIA LIGHTING EDG, OR SIM OUTPUT OF THE CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO LESS THAN 15% OF RATED POWER AT MAXIMUM 0 LED BACKLIT MIRROR LIGHT OUTPUT. BOBRICK B-1671 2436 DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. SEE RCP FOR ROOMS/ARAS WHERE OCCUPANCY SENSORS TO BE LOCATED. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED. 7 8 9 REFLECTED CEILING PLAN NOTES 1. FINAL COORDINATION OF LAYOUT TO BE WITH DESIGN/BUILD SUB VIA THE GC. WHERE CONFLICTS AT LIGHT AND AIR DEVICE LOCATIONS EXIST BETWEEN MEP AND ARCHITECTURAL, REFER TO ARCHITECTURAL. 2. REFER TO LIFE SAFETY DRAWINGS FOR EXIT LIGHTS. SMOKE DETECTORS AND DIFFUSERS TO BE COORDINATED WITH DESIGN/BUILD MEP VIA THE GC. 3. FURNISH HEAVY-DUTY CEILING GRID SYSTEM) IN ACCORDANCE WITH ASTM C-635 AND INSTALL IN H EALT H CAR E (SUSPENSION ACCORDANCE WITH ASTM C-580. REALTY 4. REPAIR AND REPLACE ANY CEILING GRID OR TILES DAMAGED DUE TO CONSTRUCTION TO MAINTAIN A NEW FINISHED LOOK. SOUTH HILL PAI N 5. NEW CEILING AND SOFFIT HEIGHTS ARE TO BOTTOM OF GRID OR BOTTOM OF FINISHED GWB AND ARE NOTED QN RCP. AND W E L L N E S S 6. CEILING GRIDS ARE DRAWN CENTERED IN THE ROOM AND SHALL BE INSTALLED CENTERED WITHIN THE ROOM AS SHOWN. 7. CEILING -MOUNTED LIGHTS, SPEAKERS, DIFFUSERS, GRILLES, AIR TERMINALS, SPRINKLER HEADS, AND SIMILAR ARE DRAWN CENTERED IN CEILING PANELS OR CENTERED IN ROOM. THESE DEVICES SHALL BE INSTALLED 21701 76TH AVE W CENTERED WITHIN THE CEILING PANELS AND WITHIN THE ROOMS AS SHOWN. SUITE 1 O4 8. REFER TO PLANS AND DETAILS FOR SOFFIT HEIGHTS, WIDTHS, DEPTHS, AND LOCATIONS. EDMONDS, WA 98026 9. ADD WOOD BLOCKING BETWEEN ROOF TRUSS @MINIMUM 16" O.C. TO SUPPORT SOFFIT FRAMING. 10. NOT ALL REQUIRED ACCESS PANELS ARE SHOWN AND ARE TO BE PROVIDED AS REQUIRED. PAINT TO MATCH ADJACENT CEILING. 11. IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. PERMIT/BID SET 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. RECEIVE D DEMO & N E W Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES PLANS - FLOO�RT�T CEILING -LEVEL 1 KEYPLAN 10 n o� n n� �n►noi� 11 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: JLO DRAWN BY: NORTH SHEET NO ■ JLO 1 2 3 4 5 6 7 8 9 10 11 .. c� J 0 U m a FF&E SCHEDULE FF&E N0. DESCRIPTION CONTRACTOR FURNISHED/CONTRACTORINSTALLED COORD MFR ELEC BLOCKING COORDINATION REQUIRED w ; � Z o m REMARKS CC01 GRAB BAR - 42" - B6806-42 Bobrick Yes • CCO2 GRAB BAR - 36" - B-6806-36 Bobrick Yes • CC03 GRAB BAR -18" V - B6806-18 Bobrick Yes • CC04 SURFACE MOUNTED TOILET SEAT DISPENSER - B4221 Bobrick CC05 PAPER TOWEL DISPENSER - B42fi2 Bobrick CC06 SOAP DISPENSER - B4112 Bobrick CC08 SPECIMEN PASS-THRU CABINET - B-505 Bobrick Yes • CC09 TOILET PAPER DISPENSER - B2840 Bobrick CC11 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL - B-270 Bobrick CC12 COAT HOOK - B-542 Bobrick OWNER FURNISHED /CONTRACTOR INSTALLED 0001 WALL MOUNTED MONITOR Yes Yes • • 00O2 REFRIGERATOR Yes • OWNER FURNISHED /OWNER INSTALLED 00O3 UC REFRIGERATOR Yes • FF&E PLAN -LEVEL 1 -NEW ,.,� „v�ri� ...� NORTH MATERIAL FINISH LEGEND MATERIAL NAME DESCRIPTION MANUFACTURER MATERIAL STYLE/SERIES COLOR/TEXTURE SIZE COMMENTS ACOUSTIC CEILING PANEL ACP-1 ACOUSTICAL CEILING ARMSTRONG ULTIMA BEVELED TEGULAR #1942 & WHITE 24" x 24" PANEL INTERLUDE XL 15X16" SUSPENSION SYSTEM BASE B-1 RUBBER BASE JOHNSONITE BASEWORKS 4" PEPEERCORN - TB1 4" X ROLL LENGTH B-2 PLAM BASE MATCH PL-2 4"H CORNER GUARD CG-1 CORNER GUARD CONSTRUCTION SPECIALTIES STAINLESS STEEL CO-8 1" LEG X FULL HEIGHT PAINT P-1 GENERAL WALL PAINT SHERWIN WILLIAMS SWfi231 ROCK CANDY P-2 DOOR FRAMES SHERWIN WILLIAMS SW7020 BLACK FOX PLASTIC LAMINATE PL-1 PLASTIC LAMINATE WILSONART D91 SLATE GREY VERTICAL @EXAM ROOMS PL-2 PLASTIC LAMINATE WILSONART 8211K-28 PHANTOM PEARL VERTICAL @RECEPTION DESK RESILIENT SHEET RS-1 RESILIENT SHEET ARMSTRONG VITALITY SHEET - 0873V STRENGTH 73530 6' ROLL GOODS RESILIENT TILE RT-1 RESILEINT TILE (PLANK FLOORING) SHAW CONTRACT TERRAIN II TIMBER 6" X 48" SOLID SURFACING MATERIAL SSM-1 SOLID SURFACING MATERIAL DALTILE ONEQUARTZ CONCRETE LOOK NQ87 -CONCRETE GREY SLAB SSM-2 SOLID SURFACING CORIAN TBD SLAB MATERIAL TILE T-1 FLOOR TILE CONCEPT SURFACES OZ SERIES SOLID 12" X 24" TOILET ROOM WALLS -FIELD T-2 WALL TILE CONCEPT SURFACES OZ SERIES DARK STRIPES 12" X 24" TOILET ROOM WALLS -ACCENT T-3 WALL TILE -ACCENT CONCEPT SURFACES OZ SERIES SOLID 12" X 24" ROOM FINISH SCHEDULE ROOM NAME ROOM N0. FLOORING WALLS CEILING FINISH BASE FINISH NORTH EAST SOUTH WEST WAITING ROOM 100 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 RECEPTION 101 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 1 102 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 TOILET 103 T-1 T-3 T-2IT-3 T-2IT-3 T-2IT-3 T-2IT-3 GWB STORAGE 103A RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 2 104 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 MEDS STORAGE 105 RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 3 106 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 EXAM ROOM 4 107 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 STORAGE 108 RS-1 B-1 P-1 P-1 P-1 P-1 ACP-1 BREAK ROOM 109 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 MA 110 RT-1 B-1 - P-1 P-1 P-1 ACP-1 HALL 111 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 HALL 112 RT-1 B-1 P-1 P-1 P-1 P-1 ACP-1 NORTH - - FINISH PLAN LEVEL 1 NEW FINISH NOTES 1. ALL EXPOSED WALL SURFACES SHALL BE FINISHED. 2. FINISHES TO BE INDICATED ON FINISH PLAN, ROOM FINISH SCHEDULE, AND INTERIOR ELEVATIONS. REFER TO FINISH LEGEND FOR FINISH SELECTIONS. 3. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 4. ALL MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTION/RECOMMENDATIONS AND INDUSTRY STANDARDS. 5. ALL FINISHES TO BE PATCHED AND REPAIRED SEAMLESSLY. ENSURE ALIGNMENT OF FINISHED SIDE WHERE TWO DIFFERENT WALL TYPES INTERSECT. NOTIFY ARCHITECT BEFORE PROCEEDING IF ALIGNMENT IS NOT POSSIBLE. 6. PATCH FINISHES AT CORRIDORS TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING. 7. ALL WALL /CEILING MOUNTED FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS, HVAC GRILLES, ACCESS PANELS, ETC. TO BE PAINTED TO MATCH ADJACENT WALL /CEILING COLOR. 8. PROVIDE COLOR MATCHED CAULK (MATCHING ADJACENT PLASTIC LAMINATE /SOLID SURFACE) AT CASEWORK. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL TO ARCHITECT. 9. IF ANY ITEMS ARE IDENTIFIED REQUIRING FINISH/COLOR SELECTION NOT ADDRESSED IN THESE DRAWINGS, CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY &PROVIDE SAMPLES OF FINISH / COLOR OPTIONS FOR SELECTION, CLEARLY IDENTIFYING ANY ABOVE BASE BID. 10. ALL FLOORING TRANSITIONS TO COMPLY WITH ADA REQUIREMENTS. 11. FLOORING SHALL EXTEND UNDERNEATH ALL OPEN COUNTERTOP WORK SURFACES. 12. ALL FLOORING TRANSITIONS BETWEEN ROOMS TO BE CENTERED UNDER DOOR IN CLOSED POSITION U.O.N. TRANSITION STRIPS SHALL NOT BE VISIBLE FROM PUBLIC CORRIDOR SIDE. 13. CONTRACTOR TO BE RESPONSIBLE FOR TESTING SUBSTRATES FOR APPROPRIATE MOISTURE LEVELS PRIOR TO INSTALLING MATERIALS. 14. ALL OUTSIDE CORNERS TO RECEIVE CORNER GUARDS. 15. FINISH ALL VERTICAL &HORIZONTAL SURFACES OF SOFFIT WITH SPECIFIED FINISH. FINISH SYMBOLS FINISH ABBREVIATIONS USED ON THIS AND OTHER FINISH SHEETS INCLUDE THE FOLLOWING ACP ACOUSTICAL CEILING PANELS B BASE CC CUBICLE CURTAIN CG CORNER GUARD 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 RS-1 CORNER GUARD RT-1 j NOT IN SCOPE j//, T-1 FF&E NOTES 1. SEE FURNITURE AND EQUIPMENT SCHEDULES FOR CONTRACTOR RESPONSIBILITIES. 2. SEE INTERIOR ELEVATIONS AND ACCESSORY MOUNTING HEIGHTS FOR ADDITIONAL INFORMATION PRIOR TO INSTALL. 3. CONTRACTOR TO PROVIDE IN -WALL BLOCKING AS REQUIRED FOR EQUIPMENT. 4. CONTRACTOR TO VERIFY EQUIPMENT QUANTITIES SHOWN ON SCHEDULE WITH PLAN AND NOTIFY ARCHITECT/OWNER OF ANY DISCREPANCIES PRIOR TO PLACING EQUIPMENT ORDER. 5. ALL FURNITURE TO BE OWNER PROVIDED AND OWNER INSTALLED UNLESS OTHERWISE NOTED. FF&E SYMBOLS &ABBREVIATIONS THESE ABBREVIATIONS ARE FOR USE IN FF&E TAGS ONLY. SEE SPEC SECTION 1.02 FOR MORE INFORMATION ON FURNISH AND INSTALL RESPONSIBILITIES AND DEFINITIONS. OC FURNISHED BY OWNER /INSTALLED BY CONTRACTOR VC FURNISHED BY VENDOR /INSTALLED BY CONTRACTOR 00 FURNISHED /INSTALLED BY OWNER CC FURNISHED /INSTALLED BY CONTRACTOR VV FURNISHED /INSTALLED BY VENDOR 0001 FURNITURE &EQUIPMENT TAG AO CR R/A AUTO -DOOR OPENER, CARD READER, COMBINATION (PUSH PLATE) DUPLEX ELECTRICAL RECEPTACLE EMERGENCY POWER � � QUADPLEX ELECTRICAL RECEPTACLE —� EMERGENCY POWER 0 0 0 DATA TERMINAL, VOICE TERMINAL, DATA/VOICE TERMINAL KEYPLAN n o� n n� �n►noi� tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com �� REGISTERED iTECT l KiN't GRE Y STATE OF WA$t�MIGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES FINISH & F F & EDEPARTMENT PLAN -LEVEL 1 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: DRAWN BY: ti v v N O N V 1 2 3 4 5 6 I 7 I 8 I 9 10 11 NORTH SHEET NO ® � � 1 2 3 4 5 8 7 8 9 10 11 CASEWORK NOTES Y c� w 100 WAITING ROOM -NORTH U-I 100 WAITING ROOM -WEST U-I I IIVIJI ILV LIVV rf11VLL 101 RECEPTION -NORTH PL-1 I IIYIVI ILU LIYU I rIIYLL v-I 101 RECEPTION -EAST 3/8" = 1'-0" �vi 3/8" = 1'-0" �Ji 3/8" = 1'-0" ��i 3/8" = 1'-0" U- I r L- I 101 RECEPTION -SOUTH ao � WALL MOUNT I I \ II MONITOR II `\ LL - _-- _-- _-- _-- ==J o / / / o � � B-1 w 104 EXAM ROOM 2 -SOUTH G U �� a v M v CV 0 CV 326M 28 C1 PL-2 FILLER PANEL 36 15 9.5 PL-2 �, �� / COORDINATE I I,�I ICE MAKER OUTLET I /� I I BOX II II II II SSM-1 �� I r------�1 cos I c0 ' �' � � � 00O2 i I � PL-2 � � � I LI '� i i o I I "' I I I I 141 26 34 24 c1 109 BREAK ROOM 1 -WEST 7 302 24 30 2 FILLER PANT' 15 P� 1 PL-1 141 254 24 18 34 34 24 24 102 EXAM ROOM 1 -EAST A7 9.5 G4 103 TOILET -NORTH 3/8 - 1-0 302 302 302 24 24 24 30 PL-1 FILLER PP"'�' �n �n 15 / � � � T � / \0 �/ r--i r � C� O° SSM-2 o 0005 � -� o 0 o ,o 0 (V o � � e � 254 141 20 24 34 34 24 24 104 EXAM ROOM 2 -WEST 3l8" = 1'-0" 110 MA -NORTH SSM-1 SSM PL-2 ih < 34"H PL-1 FILLER PANEL PL-1 PL-1 DIGITAL L( 112 HALL -SOUTH TOILETS AND DRINKING FOUNTAINS (AND WATER COOLERS) -TYPICAL CLEARANCES AND MOUNTING LOCATIONS PL-1 w J w J � � z w U U � � z w U Q CV N T-3 1'-6" � A7 9.5 G6 103 TOILET -EAST 3l8 - 1-0 'Il 4'I l I L54 1 �-' 24 24 34 34 24 24 EXAM ROOM 3/4 -WEST/EAST 54" MIN SIGN IDENTIFYING GRAB BAR ACCESSORY ACCESSORY BACK -WALL BACK -WALL TOILET FOR "MEN" OR 42" MIN LOCATIONS ON 42" MAX LOCATIONS ON 42" MAX LOCATIONS ON 12" MIN GRAB BAR ACCESSORIES "WOMEN", AND I 24" MIN 24" MIN � INCLUDING A 12" MAX GRAB -BAR WALL GRAB -BAR WALL NO -GRAB -BAR WAL LOCATION LOCATI g" T012".� 39 TO 41 I GRAB BARS WILL � � PICTOGRAM, AND TOP OF BAR TPD (TYPE MANUAL �� INCLUDING TEXT WITH OCCUR ONLY AT TS ICD _ _ _ MAY VARY) IV I I FLUSH (WHERE �� BRAILLE I VGB�I � AMBULATORY � I OCCURS ON I I i ACCESSIBLE STALL I ) BOTTOM OF BAR � I OPEN SIDE I HGB z I I I HIGHEST z «_______�_� z � �� _ _ � � ❑ � �--- u l � z � _ � � z � BRAILLE LINE � u r � BAR OF � --a~, J � � � I SCD c.l � � � �� I LOWEST � M M SNR N SNR N � � M � '� BRAILLE LINE MOUNTING HEIGHTS FOR TOILET -STALL ACCESSORIES AND PLUMBING FIXTURES (ACTUAL SITUATIONS MAY BE MIRROR -IMAGE OF THOSE INDICATED) TOILET -ROOM IDENTIFICATION SIGNAGE � 66"MIN TOE CLE R 36" CL � i HIGH -LOW ELECTRIC HIGHEST LOW POINT OF z 17" TO 19" � 1'-3" MIN I WATER COOLER (EWC) OPERABLE PART REFLECTIVE w w cwi� 60"MIN LEAR 17" T019" � � D_ `" o � 1'-3" MIN i &HIGH -LOW DRINKING OR OUTLET ON (MIRROR) SURFACE o � � 1'-3" MIN - _ i I FOUNTAIN (DF). ACCESSORY � w r I 1'-3" MI � � I COMPRESSOR AND SNV PTD � � � ¢ �----„---„--- i---�--- ---- � � z _ __ GRILLE(DASHED)AT SD ¢ w � w 16 T018 I I i �--�---� a c� � T � WATER -COOLER ONLY. - PTD _ 'I "' 0 0 ¢ � o � I I � LIP AT 17 i ¢w � Y I � I ___� - � wo J � wo � MANUAL i � � w I AFFIMAX i � � � I � i ��-�_-�+ o `\ / J t- c� o I- c� FLUSH I � I i ¢ ,,, li I I M I��I -=v- J z z o z z z I I z> � - WR ¢ J (WHERE I � I z I � � g z l I O o I �_�_�-� I °O o � BABY � � � LL � � OCCURS I - � � I � - � I I � � I €-�=�_� I Zh � M ' PW - Q � � Q coo �; ) I � � oo Z� I �-�-�=� I Z�I CHANGING THIS SIDE I � `"' I €_�-�_� I � STATION I I s � �_---_-� FLOORPLAN CLEARANCES FOR PLUMBING FIXTURES I ACCESSORY HEIGHTS, LAVATORY HEIGHT, AND WATER -SPOUT HEIGHTS T-3 T-3 LIGHTED MIRROR, SEE CEILING PLAN FOR SPECS T-3 T-3 112 HALL -NORTH C� T-3 w J z w U U ¢ N T-3 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. t b a rc h � to cts g 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS. 3. PROVIDE A 1" RADIUS EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. PROVIDE A 1" OVERHANG ON ALL COUNTERTOPS. 5. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP t 425.778.1530 21911 76th Ave W. Ste 210 (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. f 425.774.7803 Edmonds WA 98026 6. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. Info@tgbarChlteCtS.COm www.tg barch itects.com 7. GROMMETS SHALL BE 3" DIAMETER PLASTIC WITH REMOVABLE NO -HOLE COVER. COLOR TO BE SELECTED BY ARCHITECT. 8. METAL COUNTERTOP SUPPORT BRACKETS SHALL BE PROVIDED BY CASEWORK FABRICATOR. 9. FOR PRICING PURPOSES PROVIDE COUNTERTOP SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK SUBMITTAL DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH SUPPORT FOR APPROVAL AND EQUIPMENT COORDINATION BY ARCHITECT. 3626 10. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWI STANDARDS, AND REGISTERED AS DIRECTED BY CASEWORK FABRICATOR. ITECT 11. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, � �� GRE Y ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, STArE OF WASNNG�ON PRIOR TO FABRICATION OF THE CASEWORK 12. AT UPPER CABINETS, PROVIDE A SCRIBE STRIP AT CEILING AND WALLS 13. WHERE COUNTERTOPS ABUT A WALL, PROVIDE SIDESPLASH. 14. SEMI -EXPOSED CASEWORK SURFACES &SHELVING TO BE WHITE MELAMINE INTERIOR ELEVATION SYMBOLS ®► CABINET TAG INDICATING CABINET TYPE PER AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS 12 ► WIDTH IN INCHES 12 � HEIGHT IN INCHES 12 � DEPTH IN INCHES DESC � DESCRIPTION OF MODIFICATION, WHERE OCCURS © PROVIDE LOCK, WHERE INDICATED T-3 T-3 PL-3 MATERIAL TAG, SEE FINISH SCHEDULE ABBREVIATIONS USED ON THIS AND OTHER ELEVATION SHEETS INCLUDE THE FOLLOWING: w J z w U Q CV r A7 A7 CH COAT HOOK 9.5 9.5 DF DRINKING FOUNTAIN EWC ELECTRIC WATER COOLER FEC FIRE EXTINGUISHER CABINET 103 TOILET -SOUTH 103 TOILET -WEST GB GRAB BAR G8 NCA NURSE CALL ALARM 3/8" = 1'-0" NCL NURSE CALL LIGHT NCP NURSE CALL PULL CORD PTD PAPER TOWEL DISPENSER PW PIPE WRAP (INSULATION) SD SOAP DISPENSER SNV SANITARY NAPKIN VENDING SNR SANITARY NAPKIN RECEPTACLE TPD TOILET PAPER DISPENSER TSCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE i i CC08 I I I I L — — J 0 nnc�c+ ri Ini I EXAM ROOM ACCESSORY PLACEMENT _ g�� BETWEEN GEL SIGNAGE (WHERE OCCURS) 6" UNLESS OTHERWISE MTG-HEIGHT WHERE FIRE EXTINGUISHER BETWEEN GEL DISPENSER AND RELATED TO TELEPHONE REQUIRED BY BUILDING ONE IS INDICATED AND CABINET (FEC) DISPENSERS IGNITION SOURCE SUCH (AREA OF RESCUE OR INSTUITUTION � \\ FIRE EXTINGUISHER AS ELECTRICAL SWITCH ASSISTANCE) STANDARD �\ (WALL-MTD WITH HIGHEST OR ELEC RECEPTACLE � `\ HIGHEST PART OF BRACKET) (FE) OPERABLE � O \\ HOOK OR MTG- CH TELEPHONE SIGN `\ PLATE WHERE \ PART I DATA PLATE \ SECOND IS CH � � (BEHIND /' INDICATED // � PHONE) ,' / // v / GEL DISPENSERS TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE COAT HOOKS &ROBE HOOKS FIRE EXTINGUISHERS PAPER SOAP I "MIN DISTANCE FROM TOWEL DISPENSER 4'-0" MINIMUM IGNITION SOURCE INCLUDING ELECTRICAL DISPENSER BETWEEN GEL I DEVICES INCLUDING SWITCHES AND RECEPTACLES o DISPENSERS - --- ❑---------- I � I WALL-MTD ITEMS WITH LESS THAN 1 1/2" MAX �T===-=_�� PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS EXAM CASEWORK r�--------� cn °O I I I I (MAY OCCUR UNDER w M = MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING I � JI i MORE THAN 1 1/2" FROM THE WALL CANNOT BE WALL-MTD �,�------%� PLACED BENEATH GEL DISPENSERS ACCESSORIES) GEL DISPENSERS ACCESSORIES AT EXAM ROOMS HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES INTERIOR DEPARTMENT ELEVATIONS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO 23019 V 1 2 3 4 5 6 7 8 9 10 11 Y C9 1 2 3 4 5 6 7 8 9 DOOR SCHEDULE DOOR FIRE FRAME HARDWARE N0. ROOM NAME WxH RATING TYPE MATERIAL FINISH GLAZING TYPE TYPE MATERIAL FINISH SET N0. COMMENTS 100A WAITING ROOM 3' - 0" x 7' - 0" 20 FG SCWD MATCH EXISTING FIRELITE A HDWD MATCH EXISTING 1 100B HALL 3' - 0" x 7' - 0" FG SCWD CLEAR MAPLE CLEAR, TEMPERED A HM P-2 2 102 EXAM ROOM 1 3' - 0" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 2 103 TOILET 3' - 0" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 4 103A STORAGE 2' - 8" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 3 104 EXAM ROOM 2 3' - 0" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 2 105 MEDS STORAGE 2' - 8" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 3 106 EXAM ROOM 3 3' - 0" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 2 107 EXAM ROOM 4 3' - 0" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 2 108 STORAGE 2' - 8" x 7' - 0" F SCWD CLEAR MAPLE A HM P-2 3 109A BREAK ROOM 3' - 0" x 7' - 0" N SCWD CLEAR MAPLE CLEAR, TEMPERED A HM P-2 2 109B BREAK ROOM 3' - 0" x 7' - 0" 20 N SCWD MATCH EXISTING FIRELITE A HDWD MATCH EXISTING 1 DOOR TYPE LEGEND � � � � � � � � � � � � � � � � � � � � � � � F (HINGED) N GLASSO--CITE F" GLASS- LITE DOOR HARDWARE LOCATIONS AT DOORS WITH LEVERS OR KNOBS, AND SIMILAR OPERABLE OPENING HARDWARE: LOCATE OPENING HARDWARE HERE DOES NOT NECESSITATE TIGHT PINCHING OR GRASPING, OR TWISTING OF THE WRIST TO OPERATE DOOR PER IBC 1010.1.9.1 & ICC A117.1-2009 SECTION 404.2.E LOCATION OF DOORS ON FLOOR PLANS o w - ----------- I I I I I \ � Q I r� I I I I I Z U Z I I I I \ "' � 0 � I I I I � AT SWING DOORS AND o � I I I I� POCKET DOORS: WHERE\ � = i i i � OPENING LOCATION IS NO- � o i i � i DIMENSIONED ON PLANS, � � i i i i LOCATE OPENING 6" FROM N J � I I CROSSING PARTITION, AS � I i i i INDICATED 0 c.� �:�� a 0 co v CV 0 CV c� z z w 0 0 w J 0 w U FRAME TYPE LEGEND OPNG SIZE PER OPNG SCHEDULE A DOOR ONLY I I I I I I � I I I II I o I II I Q U I II I p I II I z I II I w I II I � i ii i AT SLIDING BARN- w I II I TYPE DOORS: o i ii WHERE OPENING � i ii i LOCATION IS NOT I II I DIMENSIONED ON Z I I I � � II � PLANS, LOCATE - II I OPENING 6" FROM � �� CROSSING PARTITION, AS INDICATED v11NG/HEADER AS APPROPRIATE TO NING INTERIOR PARTITION PER PLANS - CONSTRUCTION, CONFIGURATION, AND WIDTH MAY VARY URS ANCHORS PER FRAME SUPPLIER ACOUSTICAL INSULATION IN FRAME WHERE PARTITION HAS ACOUSTICAL INSULATION WRAP -AROUND HOLLOW -METAL FRAME, FIRE -LABELED AT FIRE -RATED OPENINGS. FOR TYPICAL FRAME DIMENSIONS, SEE DETAIL THIS SHEET. DOOR (LEAF) -CONSTRUCTION AND CONFIGURATION MAY VARY C1021.07 HM-FRAME SWING DOOR 3" = 1'-0" 1 2 DOOR HARDWARE SCHEDULE SET TYPE AO CR CLOSER PROTECTION COMMENTS 1 ENTRANCE LOCK SET • KICK PLATE, WALL STOP 2 PASSAGE LATCH SET WALL STOP 3 OFFICE LOCK SET WALL STOP 4 PRIVACY LOCK SET • KICK PLATE, MOP PLATE, WALL STOP OCCUPANCY INDICATOR -�- FRAME PROFILES TI In/1nT nl\IrGIM /lAl vnnirn a w � O Q cn � w �� LL w o=� oho JQ J W =W J J �=ao L� � W �Q � _ - � U � � U cn DOOR, HARDWARE, AND WINDOW NOTES 1. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. 2. REFER TO PROJECT MANUAL AND DOOR SCHEDULE FOR HARDWARE SETS. 3. SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. 4. ALL DOOR TYPES ARE SHOWN AS SINGLE PANEL, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF DOORS. 5. ALL STILE SIZES, RAIL SIZES, CITE SIZES, AND CITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, UNO. 6. AT STOREFRONT DOORS, ALL STILE SIZES, RAIL SIZES, AND RAIL LOCATIONS SHALL BE PER THE MANUFACTURER'S STANDARD MEDIUM -STILE DOOR, UNO. 7. ALL GLAZING IN DOOR CITES AND SIDE CITES SHALL BE 1/4" TEMPERED GLASS AND SHALL BE WIRE -FREE FIRE GLASS WHERE DOOR IS REQUIRED TO BE FIRE -RATED. 8. WHERE A DOOR IS LOCATED IN AN ACCOUSTICALLY RATED WALL, PROVIDE ACOUSTICAL INSULATION IN DOOR FRAME ON ALL SIDES. PARTITION TO ALIGN WITH EXISTING WINDOW SILL PROFILE. NO FASTENERS ARE TO PENETRATE EXISTING MULLION OR SILL IN THIS INSTALLATION. FIELD VERIFY TYPICAL PARTITION JOG AT MULLION EDGE OF EXISTING WINDOW SILL BEYOND PARTITION AS FIELD SCHEDULED METAL VERIFY ALUM BREAK METAL MATCH CLOSURE TO MATCH SYSTEM STOREFRONT SYSTEM ALUM CLOSURE PIECE, PAINT TO MATCH WALL COLOR �X�� - -- -- - - -- -- - - -- -- - - -- --- - - ---- TIC 2"MIN LENGTH CLOSED CELL FOAM ADHESIVE CONT FULL -HEIGHT ACOUSTIC SEALANT BOTH SIDES. ALUM WINDOW MULLION PARTITION TO ALIGN WITH EXISTING WINDOW SILL PROFILE. NO FASTENERS ARE TO PENETRATE EXISTING MULLION OR SILL IN THIS INSTALLATION. SUPPORT CEILING METAL STUDS/JOISTS AND TRACKS COMPLYING WITH ASTM C-1007-11a. -------------------------- ----- AND O INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. OR SUPPORT CEILING ON GRID -TYPE SUSPENSION SYSTEM COMPLYING WITH ASTM C-754-11 AND GA-216-13. AND INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. OR SUPPORT CEILING ON SUSPENSION SYSTEM (WIRES, HAT -CHANNELS AND C-CHANNELS) COMPLYING WITH ASTM C-754-11 AND GA-216-13. INSTALL AND FINISH GYPSUM BOARD PER ASTM STANDARD C-840-11 AND GA-216-13. C3030.18 CONSTRUCTION OF GYPSUM BOARD CEILINGS 3" = 1'-0" FASTEN STRUT TO STRUCTURE ABOVE WITH APPROVED OR ENGINEERED FASTENERS BRACING WIRES FOUR #12 (MINIMUM)WIRES SPLAYED 90- DEGREES FROM EACH OTHER, AT AN ANGLE OF NOT EXCEEDING 45-DEGREES FROM THE PLANE OF THE CEILING COMPRESSION STRUTS FOR CEILINGS GREATER THAN 1000 SF, PROVIDE CISCA-COMPLIANT, CODE - COMPLIANT BRACING WITH COMPRESSION STRUUT. COMPRESSION STRUT MAY BE USG DONN- BRANDCOMPRESSION STRUT OR ANY OTHER APPROVED OR ENGINNEERED SYSTEM, USING LIGHT -GAGE FRAMING, ELECTRICAL CONDUIT ORCOLD-ROLLED STEEL SECTIONS. .^, � IPdE�I � ;L1/;L' Y 1 1/4" � ��k�� Tl�f� ��,f��r�1�11��Si�I��I�RNITH �� PTI��VED OR ENGINEERED FASTENERS 0 0 0 0 0 0 SEISMIC BRACING FOR CLGS GREATER THAN 1000 SF, AND CLGS UNATTACHED TYPICAL PARTITION AT MULLION J3" = 1'-0" - : a —FASTEN CLIP ANGLE TO a a .. � - a'° � . BRACE WITH (2) #10 SHEET- ° ° METAL SCREWS �__ _ I i UNDERSIDE OF EXISTING STRUCTURE ABOVE 20 GA. MINIMUM, 2 1/2" MINIMUM I __ ____� STEEL STUD OR TRACK (BRACE) 20 GA. MIN. METAL CLIP -ANGLE. AT 4'-0" OC MAXIMUM - SIZE AS NECESSARY FOR � ALTERNATE DIRECTION OF EACH � SECURE ATTACHMENT TO BRACE WHERE POSSIBLE STRUCTURE/DECKING ABOVE. FASTEN SIMILAR TO DETAIL FOR PARTITION ATTACHMENT TO STRUCTURE/DECKING ABOVE 3" X 3" X 3" X 20 GA. MIN. METAL CLIP -ANGLE - FASTEN TO BRACE AND TO RUNNER/TRACK WITH (2) # 10 SHEET -METAL SCREWS TOP RUNNER/TRACK (SLOTTED OR NESTED OR DEEP -LEG AS NECESSARY TO ACCOMODATE `� 3/4" DEFLECTION) -INSTALL SNUG I ---- 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. 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 CBS, AND AIR TERMINALS AND SERVICES WEIGHING 20 TO 56 CBS, 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. � � i i CONSTRUCTION MAY VARY -FRAMED CONSTRUCTION WITH GYPSUM BOARD IS i i i i ��cq� ATT,4CH HEAVY-DUTY CEILING GRID MEMBERS TO TWO ADJACENT WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR OPPOSITE WALLS. � � ACCOMPLISH BY MEANS OF 7/8" WALL MOLDINGS ALL AROUND WITH MFR'S SEISMIC i i i i CLIPS ALL AROUND. i i i i PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL SIDES � � � I ONLY AT CEILINGS OF �� i i i i I, � 1000 SF OR GREATER I � � i i i i i I � it �I PROVIDE CISCA-COMPLIANT � � i i � �I i SEISMIC BRACING WITH � � i i '_ i COMPRESSION STRUTS AT i i � 12'-0" EACH WAY. ATTACH TO it i �I i MAIN RUNNER, WITHIN 2" OF it i i i i I it 'I i CROSS -RUNNER � i i I I i I i i � o o i i o 0 0 i i �. �I I ACOUSTICAL CEILING PANELS i i 8" MAXIMUM 2" MAXIMUM -'� � (MAY BE SQUARE -EDGE OR i i i i - - � � TEGULAR) GENERAL ARRANGEMENT OF SUSPENSION SYSTEM (AND SEISMIC BRACING WHERE OCCURS C3030.17 CONSTRUCTION OF ACP CEILINGS A63" = 1'-0" 3 4 5 6 7 NOTE THE FOLLOWING: FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635. INSTALL CEILING GRID IN ACCORDANCE WITH ASTM C-636, INCLUDING PROVISIONS ON WIRE HANGERS, ATTACHMENT OF WIRE HANGERS, SPACING OF WIRE HANGERS, CARRYING CHANNELS, SPLICES, ASSEMBLY DEVICES, AND CEILING FIXTURES. INSTALL CEILING GRID IN ACCORDANCE WITH THE ADDITIONAL INFORMATION ON THIS DETAIL, WHICH IS A SUMMARY OF THE CISCA (ARCHITECTURAL) STANDARDS FOR SEISMIC ZONES 3 AND 4 (DESIGN CATEGORIES D, E, AND F). INSTALL CEILING -MOUNTED ITEMS AND FIXTURES, INCLUDING LIGHT FIXTURES, MECHANICAL SERVICES, CABLE TRAYS, CONDUIT AND SIMILAR IN ACCORDANCE WITH CISCA STANDARDS FOR SEISMIC ZONES 3-4. THIS MAY INCLUDE INDEPENDENT SUPPORT FOR SOME CEILING -MOUNTED ITEMS. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND COMPRESSION STRUTS ONLY IN CEILINGS OF 1000 SF OR GREATER (SEE ASCE 7-13.5.6.2.2 SECTION C) IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. 8 7 10 11 WALL TYPE SCHEDULE TYPE STUD SIZE THICKNESS HEAD CONDITION INSULATION TYPE A5 6" 71/4" FULL HEIGHT ACOUSTICAL BATT B4 3-518" 4 7/8" 6" ABV CLG ACOUSTICAL BATT G2 2-1/2" 31/8" FULL HEIGHT NONE UNDERSIDE OF STRUCTURE ABOVE 6" MTL TRACK CEILING PER RCP 5/8" TYPE "X" GWB BOTH SIDES, EXTEND TO STRUCTURE ABOVE. ACOUSTICAL BATT INSULATION PER WALL TYPE 6" MTL STUD 6" MTL TRACK SEALANT &BACKER ROD BOTH SIDES FINISH FLOOR AS SCHEDULED TYPEA2 &A5- NR 6"MTL FULL HEIGHT 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 Flo TYPE B1 & B4 - NR_3-5/8"MTL_6" ABV CLG UNDERSIDE OF STRUCTURE ABOVE 2-1/2" MTL TRACK CEILING PER RCP ACOUSTICAL BATT INSULATION PER WALL TYPE 5/8" TYPE "X" GWB (1) LAYER. EXTEND TO STRUCTURE ABOVE. 2-1/2" MTL STUD FINISH FLOOR AS SCHEDULED UL# '-31/8' TYPE G2 & G4 - NR FURR 2-1/2"MTL 6" ABV CLG 10 11 tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 9802E info@tgbarchitects.com www.tg barch itects.com �� REG�STfRED ITECT � KEN7 GRi Y STATE OF WASNMIGTON HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 9802E PERMIT/BID SET PARTITIONSRECEIVED CEILINGS & D��4 DEVELOPMENT SERVICES SCHEDULES &DEPARTMENT DETAILS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: DRAWN BY: SHEET NO ■ 1 2 3 � 4 5 6 7 8 9 10 11 INTERIOR ELEVATION SYMBOLS .. c� w w U m a D_ ti v N O N � FASTEN TO COUNTERTOP COUNTERTOP SUPPORT BRACKET FASTENED TO STUD -BLOCKING AT EACH MFR-PROVIDED PRE -DRILLED HOLE. OE1 COUNTERTOP WITH IN -WALL STEEL SUPPORT 1" = 1'-0" E3 RECEPTION DESK -ENLARGED 1'-3" SOFFIT PER _ ELEVATIONS RECESSED ELECTRICAL RECEPTACLE 2" DIA GROMMET, 0 Q 1.4 CU FT TO 1.6 CU FT J � COUNTERTOP w U MICROWAVE. CONFIRM � DIMENSIONS WITH w TH OF TYPICAL 1.6 CF 0 � OWNER z Cn _ `_� � W Q � U D_ d LL O - C� 1'-6" w LIGHT VALANCE WHERE OCCURS 326M UPPER -MICROWAVE 1'-0" DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS) RESILIENT FLOORING PER FINISH SCHEDULE UNDERLAYMENT 1/8" MAX SLOPE METAL TRANSITION STRIP TILE FLOORING PER FINISH SCHEDULE ON �THINSET MORTAR GROUT - CRACK ISOLATION MEMBRANE a.. -,- .� , _ . �• _•"� - -. _ _ - - - � _ �=—��CONCRETE SLAB Al FLOORING TRANSITION - RESILIENT TO TILE 12" = 1'-0" 1 2 SSM-1 WATERFALL EDGE AT END OF TRANSACTION TOP BEYOND PL-1 ii � � IN WALL SUPPORT � co ACCESS PANEL CV PL-1 � 8„ � � SSM-1 PL-2 AT FRONT PANEL M SSM-1 TRIM AT FRONT OF DESK 2" DEPTH, EASED EDGES E5 RECEPTION DESK SECTION - 42" H -- � ". -:,.. i i i PARTITION AS SCHEDULED WALL FINISHES AND/OR WALL - PROTECTION TO BE APPLIED PRIOR TO ATTCHMENT OF CORNERGUARD _ _ �� STAINLESS -STEEL CORNERGUARD ,, � WITH WINGS -FASTEN WITH MFR- i RECOMMENDED ADHESIVE OR TAPE, � UNLESS OTHERWISE INDICATED OR SPECIFIED ��' � TERMINATE _ _ _ _ _ _ _ _ _ -- - -- - -- - - - - - --_ - - -_-- -- -- ' �� CORNERGUARD AT TOP OF -- _---_ j WALL -BASE (WALL -BASE VARIES) � 1" EACH LEG C3010.06 CORNER GUARD -STAINLESS STEEL A3 6" = 1'-0" 3 4 5 SSM-1 WATERFALL EDGE AT END OF TOP g�� SSM-1 BEYOND PL-1 �� IN WALL COORDI LOCATI( 2'-1" PL-2 AT FRONT PANEL REF, FO CONFLI( IN WALL SUPPORT ACCESS 0 co ACCESS PANEL CV N SSM-1 TRIM AT PL-1 FRONT OF DESK PL-1 2" DEPTH, EASED UC REF EDGES E7 RECEPTION DESK SECTION - 34" H MFR'S STANDARD SQUARE -TOP METAL CAP/TRIM OR SIMILAR ► SELF -COVED (FLASH- --_ COVED) VINYL/RUBBER FLOORING (ADHERED WITH MFR- RECOMMENDED ADHESIVE GYPSUM BOARD SUBSTRATE MFR'S SMALLEST _,, � / SIZEOMMETSTRIP OA5 WALL BASE -SELF-COVED RESILIENT 12 -1-0 1 MA DESK SECTION CONTINUOUS METAL OR WOOD _,-� .-, .>_, BLOCKING AS NECESSARY FOR -- FASTENING OF TILE SCREED - GYPSUM BOARD -- �•. - _________6"AFF�UNLESS OTHERWISE_____ , INDICATED ON INTERIOR a ELEVATIONS -TILE SCREED, SIMILAR TO SCHLUTER a;•,a SCHIENE, ALUMINUM FINISH. - PROVIDE SCREED AT TOP AND BOTTOM OF RAIL, AND AT ALL p ,a EXPOSED ENDS (ENDS THAT DO NOT = - RETURN TO A CROSSWALL OR TO o a � - CASEWORK). w -' TILE TYPES, SIZES, AND PATTERNS, _ � AND GROUT TYPES AND COLORS AS o - SCHEDULED AND AS INDICATED ON z INTERIOR ELEVATIONS. ADHERE PER � - � MFR'S RECOMMENDATIONS TO � -� COMPATIBLE SUBSTRTATE. w F=- =- � a' o _ AT DAMP AREAS: 5/8" TILE BACKER w - = BOARD OR 5/8" GL;ASS-MAT WATER- z -. RESISTANT GYPSUM BOARD. � AT DRY AREAS. 5/8" GYPSUM BOARD. a_ _ ° • - SCHLUTER - DILEX-AHK - . FLOOR TILE AS SCHEDULED a-9 _ a - � - - - - � _ -� q - A7 TILE WALL TO TILE O 6 -1-0 FLOOR DETAIL !E OF SSM-1 WATERFALL GE BEYOND -2 AT FRONT PANEL 000 � CABINET TAG INDICATING CABINET TYPE PER AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS 12 ► WIDTH IN INCHES 12 HEIGHT IN INCHES 12 � DEPTH IN INCHES DESC � DESCRIPTION OF MODIFICATION, WHERE OCCURS ��) PROVIDE LOCK, WHERE INDICATED PL-3 MATERIAL TAG, SEE FINISH SCHEDULE ABBREVIATIONS USED ON THIS AND OTHER ELEVATION SHEETS INCLUDE THE FOLLOWING: CH COAT HOOK DF DRINKING FOUNTAIN EWC ELECTRIC WATER COOLER FEC FIRE EXTINGUISHER CABINET GB GRAB BAR NCA NURSE CALL ALARM NCL NURSE CALL LIGHT NCP NURSE CALL PULL CORD PTD PAPER TOWEL DISPENSER PW PIPE WRAP (INSULATION) SD SOAP DISPENSER SNV SANITARY NAPKIN VENDING SNR SANITARY NAPKIN RECEPTACLE TPD TOILET PAPER DISPENSER TSCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE CASEWORK NOTES 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS. 3. PROVIDE A 1" RADIUS EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. PROVIDE A 1" OVERHANG ON ALL COUNTERTOPS. 5. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. 6. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. 7. GROMMETS SHALL BE 3" DIAMETER PLASTIC WITH REMOVABLE NO -HOLE COVER. COLOR TO BE SELECTED BY ARCHITECT. 8. METAL COUNTERTOP SUPPORT BRACKETS SHALL BE PROVIDED BY CASEWORK FABRICATOR. 9. FOR PRICING PURPOSES PROVIDE COUNTERTOP SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK SUBMITTAL DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH SUPPORT FOR APPROVAL AND EQUIPMENT COORDINATION BY ARCHITECT. 10. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWI STANDARDS, AND AS DIRECTED BY CASEWORK FABRICATOR. 11. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, PRIOR TO FABRICATION OF THE CASEWORK 12. AT UPPER CABINETS, PROVIDE A SCRIBE STRIP AT CEILING AND WALLS 13. WHERE COUNTERTOPS ABUT A WALL, PROVIDE SIDESPLASH. 14. SEMI -EXPOSED CASEWORK SURFACES &SHELVING TO BE WHITE MELAMINE tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tg barch itects.com �� REGISTERED ITECT � KEN1 GRE STATE OF w�►SHrrGTOH HEALTHCARE REALTY SOUTH HILL PAIN AND WELLNESS 21701 76TH AVE W SUITE 104 EDMONDS, WA 98026 PERMIT/BID SET RECEIVED Apr 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES CASEWORK DEPARTMENT DETAILS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.19.2024 PROJECT INFORMATION PROJECT NUMBER: 23019 PROJECT LEAD: GD DRAWN BY: JO SHEET NO 6 7 8