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APPROVED BLD FIR BLD2024-0584+Architectural_Plan+5.2.2024_9.03.18_AM+42326131 2 3 4 5 6 7 8 9 10 11 .. 0 w 0 U . m CD co M Lo N O N CD V SHEET INDEX GENERAL G0.00 COVER SHEET G0.21 LIFE SAFETY PLANS LCNW G0.22 PARTITION TYPES - UL DESIGN 419 ASSEMBLY G0.23 CONSTRUCTION ASSEMBLIES ARCHITECTURAL A1.11 DEMO & NEW FLOOR PLANS - LEVEL 1 A1.31 FF&E & FINISH PLANS - LEVEL 1 EDMONDS MEDICAL PLAZA A6.01 INTERIOR ELEVATIONS & DETAILS - LEVEL1 SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET PROJECT NOTES PROJECT TEAM VICINITY MAP 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 FOR ANY OTHER PROJECT. HEALTHCARE REALTY RYAN YOUNGMAN (206) 495-7226 3s Clinic 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 r Ctec EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY. THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE NASHVILLE, TN 37203 Assiste ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED HEREIN. 3. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT ARE CONTRARY TO THOSE REPRESENTED WITHIN THE TENANT: TENANT CONTACT: 216th St SW 216th St SW Swedish 216th St SV� Edmonds Campus DRAWINGS OR WHERE DIMENSIONS VARY GREATER THAN 2" THAN THOSE SHOWN IN DRAWINGS. BETSY BRAUN LIFECENTER NORTHWEST 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR INFECTION CONTROL DURING COURSE OF CONSTRUCTION WITH OWNER PRIOR TO (425) 229 5060 21616 76TH AVENUE WEST BETSY.BRAUN@LCNW.ORG v 4— Q COMMENCEMENT OF WORK. SUITE 111 EDMONDS, WA 98026 Edmond 5. PROVIDE 24" SQUARE ACCESS PANELS OR OF SIZES REQUIRED WHERE PLUMBING AND HEATING VALVES, WATER SWITCHES, OXYGEN PRESSURE Orthnne Frontier Dermatology SWITCHES, VENTILATION SPUTTER DAMPERS, ETC. ARE SHOWN ON PLUMBING AND MECHANICAL DRAWINGS. SUCH ACCESS PANELS TO BE INSTALLED IN THE FOLLOWING:A) GWBBOARD CEILINGS) METAL STUD AND MASONRY PARTITIONS. PROJECT LEADJEANE OWENS ARCHITECT: : (formerly Seattle Skir PRINCIPAL IN CHARGE -. GINA DAIS TGB ARCHITECTS 425 7 1530 6. WALL ASSEMBLIES MUST BE MAINTAINED AT ALL RECESSED FIRE EXTINGUISHER CABINETS AND ALL RECESSED EQUIPMENT. 21911 76TH AVE WEST JOWEN S@TGBARCHITECTS.COM SUITE 210 3 7. PROVIDE FIRE EXTINGUISHER CABINETS OF THE TYPE SPECIFIED. REFER TO FLOOR PLAN(S) FOR LOCATIONS. EDMONDS, WA 98026 a 8. ALL SHAFT PARTITIONS EXTEND FROM FLOOR SLAB TO UNDERSIDE OF SLAB ABOVE. EXPOSED BEAMS WITHIN SHAFTS ARE TO BE FIREPROOFED s 2181h St SW 218t St SW WITH 2-HOUR GWBBOARD ENCLOSURE. Q r- Little Sunshine 3 q Pediatric Dentistry 9. THE FIRE RATINGS OF ALL FIRE RATED PARTITIONS WILL BE STENCILED ABOVE CEILINGS, EACH SIDE OF PARTITIONS, BOTH SIDES OF CORRIDORS a Justin Paga , DDS, MSD Dick's Drive - ^ Hamburger AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION. r` PROJECT INFORMATION 10. ALL GWB IS 5/8" TYPE'X' UNLESS NOTED OTHERWISE. O WinCo Foods 11. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. Pa hology EVgo . Associates ed Lab Q Eye Clinic of Edmonds SCOPE OF WORK 12. ALL SUBSTRATES ARE TO BE SMOOTH PRIOR TO INSTALLATION OF FINISHES. SUITE 111 - MINOR DEMOLITION AND FINISHES UPGRADE THROUGHOUT THE SUITE. AREA OF WORK 1,146 SF Corn rstone Insuranc Group 13. ALL WORK AND MATERIALS TO CONFORM TO FACILITY STANDARDS. NO EXTERIOR OR STRUCTURAL WORK Q Starbucks Panda Express Chinese • S 220th St SW _ R 220th St SW LEGAL DESCRIPTION NORTH SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NE HADLEYS ACRES BLK 001 D-01 - SEGD FOR TAX PURPOSES ONLY - LOTS 1, 2, 3 TGW E 60FT LOT 4 SD PLAT LESS 1,396 SQ FT OF MEDOFF BLGD FOR DOR EX ON 0041000100102 PER ST BUILDING LOCATION rA Z� OF WA REG #09732-033 TAX PARCEL NUMBER 00461000100101 AUTHORITY HAVING JURISDICTION (AHJ) CITY OF EDMONDS KEYPLAN APPLICABLE CODES BUILDING CODE: WA STATE BUILDING CODE (IBC WITH AMENDMENTS) - 2021 EXISTING BUILDING CODE: WA STATE EXISTING -BUILDING CODE (IEBC WITH AMENDMENTS) - 2021 ENERGY CODE: WA STATE ENERGY CODE (IECC WITH AMENDMENTS) - 2021 FIRE CODE: INTERNATIONAL FIRE CODE (IFC) - 2021 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2021 PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2021 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC) - 2020 ACCESSIBILITY CODE: ANSI A117.1 - 2009 (BY REFERENCE FROM IBC AND WSBC) DEFERRED SUBMITTALS 1. MECHANICAL 2. PLUMBING AREA OF WORK 3. ELECTRICAL 4. FIRE ALARM ALTERNATES ALT #1 - SUITE 111 FLOOR FINISH BASE BID - RUBBER FLOORING WITH COVER BASE AS SPECIFIED ADD ALT - EPDXY FLOORING WITH 6" COVE I I NORTH LEVEL 1 OM ZI � tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3fi26 i REGISTERED ITECT L KENT GRE STATE OF WASHMIGTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET COVER SHEET ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GMD DRAWN BY: JLO SHEET NO GOmOO 1 2 3 4 5 6 7 8 9 1 10 11 Y x a J 0 U a MOP 0 co M Lo V N O N M V V 1 1 2 3 4 FLOOR PLAN - LEVEL 1 - LIFE SAFETY Copy 1" = 20'-0" )RTH 5 6 7 8 4 CODE ANALYSIS - OUTPATIENT CLINIC - TENANT IMPROVEMENT - 2021 WA STATE BUILDING CODE (REF IBC-2021) EXISTING BUILDING INFORMATION B-BUSINESS V-A SPRINKLED 2-STORIES PLUS PARTIAL BASEMENT NO EXISTING BUILDING - MAIN OCCUPANCY PER RECORD DWGS PER RECORD DWGS EXISTING BUILDING -CONSTRUCTION TYPE EXISTING BUILDING - NUMBER OF STORIES PER RECORD DWGS EXISTING BUILDING - SPRINKLERED? PER RECORD DWGS OCCUPANCY AND USE -------- -------- -------- GROUP B - BUSINESS (1,142SF) MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 FIRST FLOOR BUSINESS OCCUPANCY SECTION 304 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 (73SF) 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 HOURS AT CONSTRUCTION TYPE V-A INTERIOR BEARING WALLS TABLE 601 1 HOURS AT CONSTRUCTION TYPE V-A INTERIOR NON -BEARING WALLS AND PARTITIONS TABLE 601 0 HOURS AT CONSTRUCTION TYPE V-A FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 1 HOURS AT CONSTRUCTION TYPE V-A ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 0 HOURS AT CONSTRUCTION TYPE V-A SHAFT ENCLOSURES SECTION 713A 2-HR OR 1-HR DEPENDING ON NUMBER OF CONNECTED FLOORS, BUT NOT LESS THAN 2-HR WHEN FLOOR CONSTRUCTION IS 2 HR. ELEVATOR LOBBY ENCLOSURES SECTION 3006.2 NOT REQUIRED IN B-OCCUPANCY, WHERE SPRINKLERED, UNLESS CORRIDORS ARE REQUIREDTO BE FIRE -RESISTIVE RATED. STAIR ENCLOSURES SECTION 1023.2 2-HR OR 1-HR DEPENDING ON NUMBER OF CONNECTED FLOORS, BUT NOT LESS THAN 2-HR WHEN FLOOR CONSTRUCTION IS 2 HR. MEANS OF EGRESS CHAPTER 10 -------- OCCUPANT LOAD SECTION 1004 -------- FIRST FLOOR BUSINESS AREAS TABLE 1004.5 1069SF / 1 OCCUPANT PER 150 SF GROSS = 8 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.5 73SF / 1 OCCUPANTS PER 300 SF GROSS = 1 OCCUPANTS FIRST FLOOR OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 9 OCCUPANTS NUMBER OF EXITS REQUIRED - MINIMUM SECTION 1006.2.1 TABLE 1006.3.2 1 REQUIRED SEE ALSO "ONE EXIT ALLOWED" SECTION BELOW 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 NOWSPRINKLERED WITH AN OCCUPANT LOAD OF LESS THEN 30 EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN NON-SPRINKLERED CORRIDOR CONSTRUCTION TABLE 1020.1 UNRATED IN OCCUPANCY GROUP B WHEN NOWSPRINKLERED WITH AN OCCUPANT LOAD OF LESS THAN 30 CORRIDOR (ALLOWABLE) DEAD END LENGTH IN ROOMS OR SPACES REQUIRING MORE THAN 1 EXIT OR EXIT -ACCESS DOOR SECTION 1020.4 20 FT IN OCCUPANCY GROUP B, WHEN NOWSPRINKLERED NOT APPLICABLE WHEN ONE 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 PANIC HARDWARE SECTION 1010.1.9.4 SECTION 1010.1.10 REQUIRED WHERE SERVING GROUP A OCCUPANCY WITH AN OCCUPANT LOAD OF 50 OR MORE. GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS AND GROUP B MAY HAVE KEY OPERATED LOCKING DEVICES ON EGRESS SIDE OF MAIN DOOR(S) PROVIDED IT HAS READILY -DISTINGUISHABLE LOCKING HARDWARE AND RELATED SIGNAGE. PLUMBING FIXTURES REQUIRED WATER CLOSETS, URINALS CHAPTER29 -------- 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. 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 I REQUIRED, IN B OCCUPANCY WITH OCCUPANT LOAD GREATER THAN 30: 1 REQUIRED PER 150 OCCUPANTS, THEN 1 PER EACH ADDITIONAL 500 OR FRACTION THEREOF. DRINKING FOUNTAIN MAY BE LOCATED OUTSIDE TENANT SPACE IF WITHIN ONE FLOOR AND 500 FT TRAVEL. THUS 1 REQD. 1 PROVIDED. LOCATION PER PLAN DRINKING FOUNTAINS TABLE 2902.1 SECTION 2902.5 SERVICE SINKS TABLE 2902.1 NO REQUIREMENT 10 11 LIFE SAFETY PLAN NOTES 1. THE LIFE SAFETY PLANS HAVE BEEN DEVELOPED FROM EXISTING STATEMENT OF CONDITION DRAWINGS PROVIDED BY THE OWNER. ANY CONDITION THAT NEEDS TO BE UPGRADED TO MEET LIFE SAFETY CODE, BUILDING CODE, AND AHJ REQUIREMENTS AND NOT NOTED IN THESE DRAWINGS IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER. 2.. VERIFY THAT WITHIN THE SCOPE OF WORK AREA: A. ALL EXISTING PARTITIONS, LABELED IN THESE DOCUMENTS AS FIRE RATED OR AS A SMOKE BARRIER OR SMOKE PARTITION MEET THE REQUIREMENTS OF THE PARTITION TYPE. B. ALL EXISTING DOORS AND OPENINGS IN EXISTING PARTITIONS MEET THE REQUIREMENTS OF THE PARTITION IN WHICH THEY OCCUR. 3. MODIFY EXISTING PARTITIONS SHOWN WITH NEW OR UPGRADED FIRE OR SMOKE RATINGS TO MEET THE NEW RATING. THIS PROCESS INCLUDES ANY REQUIRED PROTECTION OF OPENINGS IN THE PARTITION. 4. INSTALL DOORS IN CORRIDOR PARTITIONS TO RESIST THE PASSAGE OF SMOKE UNLESS NOTED OTHERWISE. 5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND QUANTITY OF SMOKE DETECTORS. LIFE SAFETY PLAN SYMBOLS AREA OF WORK 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) gp DOOR FIRE RATING KEYPLAN Uri EXIT ACCESS TRAVEL DISTANCE 25'-0" COMMON PATH OF EGRESS tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED N ITECT V l KENT GRE STATE OF WA"GTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET LIFE SAFETY PLANS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GMD DRAWN BY: GMD NORTH SHEET NO ® GOm2l 1 PA 3 4 5 1 6 7 8 7 LEVEL 1 10 11 1 1 2 3 4 5 6 7 1 8 tgb architects Y UL Product W BXUVP533 - Fire -resistance Ratings - ANSVUL 263 smut/„ I iOrl,'yj5lPm,t_rrrJ u[?rrtASS nDy l►„. - Flcctarrpr - Au ltharoties Hewing lunscsction should be confuted is N cares as to the ptlictMr requnemer+ts cowering the irrstalletion @rod use c/ Ut Certified prnhra,tty erluite+nnl system. derkes, and materials ot A r, n t utfoorRoes W Jurisdiction should be conse/ted before cp+s roct4r+. e Fee resistance assembles and prod.ons are developed b, the design submotef and have been ra•estigated by UL for complarce rill aproicade requren+efrts The pubirJud ndunnadom ca rorwo almswys adore.t marry twelrsctom nosanta sixourAered in Ifs frkl e When field issues orrsc n 6 recommended the first contain for asststarece be the technical service stall provided bf the prod,ct marojuci,rer noted one the design. Users tr Arc trs.slante ssmsemeaie s we advised to come tic 0-e general Guide Informato+ for each produtt tatr9 my and Path group of assembies The Guile Iniormabon imcludes spot lcs contain" altemale maoanals w,d altemaie, methods of constrocton. tt Orly products whim bear UL's Mark are considered (ero6ed Fire -resistance Ratings - ANSI/UL 263 BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada tag,p t—el l-tnrrryMlM Ire Fre-rpysttr. a Ritro, Arlin-l-1. Y1 -p IArrl .-r Ln rN1 ct•r.•. Dtiarrn CntMr ale Asoneo a wcs•11nrri S.e .I a-o t•,rh•. l . er. r .o�- . F"t.- • Ael-ult t t,terz f , aLlA.b. [ry:n fnft is and Al -eater o,-• l: a% Design No. PM November 30, 2022 Unrestrained Assetmby Rat.ng 1 He = Is w" Rating - li Mn This design was evaluated using a bad 6rsigr w.titud utht. tAan the lilnit State-s Dutisfn Mtthod (e.g_. Working Stress Design Mcleod}- Fat l iedirliutn vmosluyintl the Limit Statps 0-%ogn M.tfel surh m Canada a land rest-iinn fot-tor sham be used - See Guide Rxw or PXUyl ' Irdecatrs se ch products shall bear the UL oa cUL Ce"IfKatlon Mark rof yhansdcions employing the UL or cUL Certtocatoon Isuch as Canada) respecbiti L _ ' - t .�..ar.�-- -- - - CD LL I �s/.�� ,•..-ti� /,/` \\ �� rr , . ••-• / i 55 �: r',"- 8w\ " :' rfj �'% , SAA Ahertewse Ceiling DtamWW - Max nom 11-118 in long by 13-5/8 in woe. fabricated from galwstittd stets an"fid in accordance with the imtruehoen praom*d by the manufac..sI, Max damper opermogs rot to ex[4ed 76 sq in per 100 sq h of calling area. 6REENHECK PAN CORP - Mods f CRD- 3IIYWT W SAB Alternate Calling pamper' - Mao nom 12-3109 on. long by 14-112 on. aside. labnicated from paWncred steel Installed in accordance wide, the nsMrt*m pfooded by the nt+nnlmr•.rw IAA. ,i+rnlw rpxrnngs rsM 1n eegePtl90 h in per 100 sq R of telling at" GR99NMCK FAN CORP - Mcdef CAD-)29WT Sot Albtrnade Ceiieog Desowpns' - Nlse 12 n dsnwler darpset million nut 1 S ire bp. 1 S in tagalst bur milli more 12 n by 12 n register sopmnireg I ibrit mod from g.rwniad .1wt Aggregate arnt of the register openngisl through the Ceiling membrane shall nor emceed 72 sq. on. per 100 sq ft. of oear g arcs. Damper assemby installed on accordance moth the nnanulare.rw s ro-aalmlicn instruthmm RuKKIN OOMRMa► - Msnrbl rtDrT-SR SAD AlbrstMe Ceiling Damper' -Mat 12 we. 6ar++atw dampen and niuWad reel iasor boo assmrWy The m ximum siaa of the ragivat has auar"bly, it rnan. 20 in long by 20 tie ode and 4 in hgfh iab,r.fted from pole steel The aggregate area of the regesw cpeenngisl through the calling membrane shall not emceed 128 sq In. per 100 sq h of ceoling area D.vnper .t%s rfifr rdAbd in ,so reedante with Ihr mtradacfloem itiomlm lien irrvtrucfiom SOUTHWARK METAL MF6 CO W,dtl 9Xl svl3a:m SAE. Allenwoo Ceiling Da qm - Max 20 in long by 16 in widr by 4 n. high roaangulat damper moth plahum ban 46sanby. The maedmun, outat dimensoru of the plenum boa arse-"). are 23- T r' r, .:cq by 19-1r2 In. wide and 17 ,w high fabricated from bpcf 1-112 to 2 n thick Knout Ate Dun board hl' The aggregate wea of the register openngls) through the ceiong rembrane shall not *steed IW sq n. per 100 sq h Ceiling area Damper assembly "scaled in accordance with the marxdacturers rdoilatlon inaltruetlons SOUTHWARK METAL MF6 CO CR0 w,l)B Bus W. Alewmatt Coiling Dawpw• - Max 14 in lag by 14 in aide and 18 in high tal1109 dampsat moth boat or box assemby, fabricated from gahr steel Tie agge"aase area of tM C3 register cl:erynglsi through the ce4rg mer•ibrane shall rot ecceed 96 sq on. per 10D sq ft of ceiling area Damper assemby Insulted in accordance with the manufacture" PGU131110n iWrucncns SOUTHWARK METAL MF6 CO Mlodtl SOO mi,8om S10 w,lisl SOO m,'boa a 510wh'8os SAG Alternate Calip Qaerwt• - Imaminun 20 or bong by 18 ,tt welt by 2 118 n. his fabricated drum Leav,rnuwd stw( Pkr•un bug maemifatm sear nom 21 a brig by 18 in wds br 16 to high labraAwa! hum dMom, Lawo.w1i ✓meI u, Classified As Duct WaYmrJs bowing the UL Class 0 or Cuss 1 nqd At d-Lt rfdtWJ Msuled in efctoedr+cr with the ,rWructior6 provided by the merJzwrom. Mr Arnow, openerigs nor to teee ed t.110 sq to. pot 100 sq R of eying are NAKOR MOU""S INC - Types 0755,O15Sal 0756 0756D. 0757. 0757D. o757iP• 07570FP, 0763 SAFE AIR DO1^KO - ,3A5S DSSW 0454 09560. 0457. W57DL 0457-08. 04ST-C8, 0463-FR ONS749, 0463-GO Lsa53 •.+a I Ahwnsto Cadling Darnpre - Minx room to- till I, long by 'O "'" In art►, fahwAwd from %4kd rorw! owes Imtaalad v ar.-erdanra wish 1M r4tnmcnn-s pmedm! bur. Ile maraelartue• Mew. i,-per -v- n-, -nit e-. rtr.wt h4 sq in pot Ion mq ft at ,wing arm Gmi NNICK FAN cORp - f,* defCRD-jwwr 6 Faring Channels - Rrsiker4 channels larmed of 2S MSG thick gdbor sbaal. Insfilad pafpen6cular to eta InAsa iltem 21, 4wotd a rev of 16 on. OC when r+o k"Labon s Fitted e the ccr-cezln] sexed. or a Pao of 12 in OC when adulation is fitted In the concealed space. draped oyes the resilient channel,'gypsuno bard ceslreq membrane. or wen insulation applied to Ihr unde►sese of tow railing rythei 111em 1: C►eannwh overlapped 4 in of Molices. C-mrstwls mordtd r4Vomilr at w Ibreol Mutt jconh leftward 6 ire OC) as Jnmmn n the above ikRMalion, Chenrrls secured eo each trtm with 1-1/4 n long Type S screws feA Stewl Frawoig Mwnbwe - IOpliti l Not Sfxrowti- - As an elhomear to Item 6 - Nan 12 ft (3 66 trip lung man rurnrn motJlwi (ow•Fosrtsit ulat to water In.%%^ a-d y:a•d 46 U rL ;1.2_ mil O: Ida runners suspended from trusses with No. 12 SWG gale steel hanger *aces relably stewed to the bom ttochotrusses rds of ttoe with screw atta:hed steel clips and spaced nos 46 n 11 ie2 ml OC Pow" 4 it (1 22 mil long cross times moth 1-112 in I mml woe tote Installed perpwrfmisr to man runner end spaced mar 16 in I*X mmi OC Crd6s tees located 4 In 1102 molmty from each side of butted gfpsLeP board end pints. Hats of steel tramming members at walk to be 94opeCoW by gary or pared steel angles of chrnne is -ties+ min . n ,25 mot} henrorrial leg. ARIWSTRONG WORLD W40USTOWS INC - Type DFR-WW 64 Allarnat• Stall f raw" Memben- - lOplionol Not Shoals,;, - As an alternate to form 6 - For lox in Kwri*n or roams Issuing a masinym with dimension of 14 R (425 on) Sows tam" members consist of grid runners, Iodcng angle mail mddVg and hanger bars LocWng angle wail frooldong sensed to mails with steel pals or screws spaced max 16 In. 1610 mmn} O( Slots of backing woe well molding parallel with harmper bars to Mx aligned with tabbed cutouts in bottom edge of hanger bars l4reger bars spaced mar 50 in 11 22 not CIC and usspa ided with No, 12 AWG seal hatrger wires spaced mac 48 in 11 22 mil OC. Adjoining lengths of hanger bar to ovedap 12 in 130S mmr i and to be secured hOgootiMr And mosif andmod by a $+fired haagat art, A mot tlpdtarts of 1N in 16 troll ihail tit nuintairwd bwtsa•wn Vat ands at Ihr loemger brim and Ilse walk Grid runntn cut-to-lwe9 h and nataled perpendalar so hanger ban and spaced ream 16 on. ,:406 mml OC moth addr,ora grid runner Installed 8 on izw mrn) OC at gypsum board rid lofrres. Grid P-orters parallel moth waif to be spaced roes 16 in 1406 srns) Fromm aadl Fri► of grid rurtnrn to n omt an And pngagr silo^ of locking 4regr tail making with a ciearArxt of 3iIj n (10 rrrn)to 112 in 113 mml -orolai-aed brMra- each and of the grid re.ona and the mail Bub of grid runner to be captved by tabbed cutouts in bottom edge of hanger bars ARMSTRONG WORLD INOUSTRi[S INC - Tarps DFR IsXO SS (.= Aftemate Steel Roaming Members' - IThlot Shown) - As an atemate to Item 6A - Man runners nom 12 ft 13 66 mI long. spaced 72 in f183 rni OC. Cross lees nom b it 0'63 n,l r:419 ,mt.16.11 pesla.mt.:.aA• I.: retain rrren and spaced 16 es i406 mm1 CK Additional 6 Of long tfrm Isrt rwq.ared at real gypuom based Brad jprd with huflood g/ps.KI+ tA)Wd eve N nits ceretertd between cross tees spa ter B .n. I;203 mml OC. The main rurrwrs and cress tees may be ovtted or screw attached to tee mall arogle or Channel to tacaltate the r r.lr4 rr•tslLder, ARMSTRONG WORLD W40USTWXS INC - Type 0041-MM eb 60 Rniikmt Cksomols - Fnr amp milli 7/1-Forntmd from nil 2S MSG gwly etewl irr"Imitl peopsgulkJar to humu el teat rid 16 in OC Chrnvi% wit used to ow: tI truss with 1-tA in "Type S bugle head steel saews. Q\armis ovrertapp esd 4 Ire at splices. Two Channels. spaced 6 rt OC. a+emed opposite cacti gypsum parcel end pat as shown in ttoc aboww iltnstrslier Addgmal thartntes shall eglwd min 6 n beypnd Mich side edge of panel Insulation Item 3C is applied over the resilient (hanneittwitsvn peril ceiling nrmbrw,r yD L 6: Steal Frescoing MtfmbeK' - Not SfoawgN- As an attematt to Item 6. wining d+antek an0 Steel Framnq A{tsnben as described below a flumm iq Chwwtk - Farmed of No 2i MSG gelv steel 2-W16 in or 2-23f32 in wide by 7,'E in deeps spaced 16 ,n OC propmircicuisr to trusses where tin ins dwlKi n Illerns 31 i fitted ,n the tcl,ceale d space, or 12 in OC other Insulation :ham III ,s filled in the concealed span. draped over kite tumng channelAgyps'a" board Ceiling membrane or 16 in OC wh.n nsubhon Oyems 3 or jilt is fitted in the concealed space draped over the fsim orng chenrieVgypsum board ceding memsbrate and a second IFyer of gypsum board Is rstteched a �"2 0'�` ' I l T - ice. +` `�-t 1 . __ ,. — r- '-!�.�'✓,� T... .fir � Ems'_ _ Ij f - �..-'' \_- 1 •_-._ j ��i -- �J 4.I... [_... . 1 7 i" .. . . /41- __ L - F --I- - 4 --k .. i `, .. .. ___ ...w�....+•.- .— r of / 6.- I-- 311---� �3r'w-] Y� -� 1 BIFoNrfg Sp JMW -Acy UL Claso A 6 or C Roofing System OGFUI or PIWOed Roof Coveting (TFWZ) acteptablt for use war rrom 15132 n thick wand OnKlUfal pwrek seared to trusses with No. 6d rhgsd stunt naik spaced 12 n CK along each truss Supies having equal or greater withdrawal and laassral rlasistari4 strength may be, substituted for the 6d nails. Coretrflction adhesive may tie used with either the nook p staples 2 Trwsse- Pilclied chord wood tnnsts, Vic slcrd arrow of 24 n OC fabricated from nom 2 by 4lumber, with l rrober one eted wenitally or hontomdy Truss members unwed together with 0 0356 in thick gale steam plates Plates have 5J16 r. long teed, projectng perpendicular to the plwhe of the plate The teeth are on part going each come lmnde by the lama purdtl lomnig a split tooth type plate Each tooth nits a chisel point on its outsi la edge. These, points are diagonally oppocile each other for each pair. The top half of each tooth has a teal tar stiffness. The pan are repeated on approonmatey 718 in cerners with four roar o1 leetl+ per -rich of plate width. Vietnam the Wei intersects with the Interocr has ul Ihr extents wall, 1M mot true daplle Jtiel time 5-114 in moth a min roof iktpm ul 1112 arrtd a "tin Awraagll Ines dope -I d 18 in. Wien 111e bust intwweh with Ihr inlwior lieu of the ectenor mails. Itie men truss depth mat be reduced to 3 n If t1,e Wits and blarrkets iltem 3: are used as shown in the above illustration (A terreate Insulation Placernerlt) and at firms packed a2Aret the rt"tsectiorn of fire bottrm ,herds and the p4ymnnd 4V4 ing 3 Bette mW Biaodwea• - Ot:bunal - GIAts float irru.laLivii tithed in 11040 LurrtImAled span, draped parr Item tall thamnrlt and gyptuno wvitsuard 10111t4-anftena'U Of IAU*ndd to undrrvde, r4 r-ing vy,them Ater glass Sheer rmulahmm legal the LIL Clayvficoen Matting we, to Surface Burning C1%orartwi4hrs ".'get fir" kP%%fArw•, M.i•g t remin density 0105 pct. 3A- Loose Fill Mlater,at• - As in alternate to Item 3 airy loose All material bearing the UL CtossAcatoon Marbong Jar S,wtace "nong Chaactenstom hating a men density of 05 pct. 36. Fiber. SprayaO- - As an allerrole W I" 3 - Any thickness of spray-applaed cellulose insulator materiel, horti a men density of 0.5 Ibin41. applied with -aster. crve► the (GiAitnt channellgrpburn board taibg mttmbtire motion reslent chamois and gypsum board atta tmern is modified as specified n Itafm 6 and 7. Fiber, Saprayted 6 aaloo lied with moisture in accordaroee with the appalrcabon mstn etions %Woed moth the product The finish rating when Fber Sprayed is used hays not been determoned. Aherraste applcatom mp& Thr 6bw a applied wothocv.st wiled at adtreevr n accarda+ee wth the AppicAlion indrutbons sit ppl ed with A minimum da+eihy ul 0 S IWII I own tow nenti chartnd,'gypsrrn board coning membrane where noviienl channels and gypsum trend altsttt"ent Is madrfitd as specified on hens 6 and 7 Ahernatem applo-minn method Thy time is applied achooA wale of adhesooa to a nominal density of 35 blh- betend rotting Ittam 91 stapled to to ratters It* neluog is stapled at both lower odgos of the rafters core" a Crotty to accept the cellulose Fiber APPL$3V&&M GRfirK1BBR AOQUGrT ON LAC - INST35 I1,0115745( NSTSOLD, and SAW-TUARy hot arse with art p "application WSSKCD. INS51 SID. INSSAI LD. Ihb73x NS7451.D. nsuknat and NR73i.Ca are,to be used lot City agile-alo, only 31C CsvNy InaulNimn - Bales ally @Urerets-• Loose FIB' or F&K Spared• -As described above! in Items 3, 3A and 38 -,:For Use moth Item 7A Not Stecooll - Met 3-1/2 in thick moth r-o Imit on rr aerresm th"recss tntad ,n the concealed space. draped over tart resilient channel Illem, 6Dlr9yrpwm board Otem 7At callo►g nembrarme. m t, Item r - m en applied i t t th n h 1 3O Fmomed Plaster ;As an alto ate c 3 0 3A Not Showrtl Spay iota siAotoon pp ter d rest y o e u derside of the uroderslde d Vine totaling system [Item 1 Spray h- mm nts.a At Ken imtalled In a maimism thtkrwss cal 10 in, of a nominal 0 S E>eR 1 dt.mel atde Met ntaring A more go 8-112 in C hasty bwtapern Ihr spmr4y, loom sorseAtacre and the gypasn board %•Item 7,1. When spray foam v"Lanon 6 used, resllent channels stem 6) shall be railed r..torrum 12 In Oi moth channels adperR to Writ pints at gypsum bowl Otero 7 j installed at 6 n OC to olio w fa men rmum 3 in spliang ah ends of the gypsum f chard tomb Gyps s- board ;hem 7110 be ns►Aled using 1-114 In long Type S Koren spaced macimum 8 in Or_ and b.msd end puns steal be staggered man. 2 R mithh the asstamby and occur midway between the CDntiril furring channels. If used moth a coiling damper Iherms 5 ttrough 5W on tr•me concealed space. mwtm.nh 1 an. clearance to be rear tareed between damper housing and spay hsm nsulation Not evaluated lot use moth IIt+-•as 64 Iln�vegh 6F SAES FOAM INC Sucrasaal 3E. Feaimed Plastic- - (As alternate to Item 3, 3A or 311 Not Sham* - Spay foam insJaadionn applied difsonfy to the underside of ttw roofing system loosen t 1. Spray foam rtsuistion nstasled to a maersmum thickness of 10 M at a nominal 03 Ibuelll or ZO Ibehl density. depending on the product Installed When spray foam insulation os onstalled mseoer+t channels Ineem 51 steal be installed mamioormi 12 in OC, with channels adisceri l to butt loots of gypsum board Iltem 71 spaced rnsornwn 3 in aawt tiom gypsum Wit pants. CysroAm board nbm 7) to be, rsulaid using minmum 1-1 j4 ,n lung Typer S rot yew, spa ed maarrum Bin a, and butted •rod pink %hal for stwggor•d min 2 A willen itre assembly, and occur me-ol between the contetuous kxring d,wrek. r used with a celinq damper litanies S through SAB) in the concealed space. minimum 1 VL clearance so be maintained between camper hoessrrg wed sprar foam insulation Not evaluated for use with hems 6A through 6F B�[AiIF�O�O�R�P�-a�fowifotres Nhl EnMRts G FE178s SpryttsN 17F, SWs�tea p1206 Wainfew 2GQ W M*s US aMdMes US-N, aid NYFt"l Fs:. ��!! W Foomed Plastic' - ill are Ahw •NIP to own 3, 1A 3Q X of 3D, Not Shommo l - Spray hoar++ ifra latttxm applied drool w the sefrriec4dw of die un[yt/tKle nit flip routing torsions pa Ihern 11 Spray loam rsuLabon installed to a ro aarrum thickness of 17 r o. at a romiral 0.S IDA9 densoTr. io le m►arxasnnq a mr dm,rn t • 112 in clearance between the spay, foam L rvoubhnn and the gypusm txmrd lltem 7: When spry tiom insulation is used resilient rMrrurls Iftrm 61 shall loss restated mammum 12 ,n IX wile cthenrrls adyscts+t to butt lams of gypsum board Illil 7I installed at 6 in OC to slow lot maidmur►, 3 en. spacng off minds of the gypuurn board loints Gypsum board Iltsm 71 to be installed using 1 114 in long w Type S screams, spaced meaeimswn 8 in O(. and butted end pirsts steel be staggered min. 2 h atthn the assembly. and coca rndmay between the continuous furrng chronits if used as dexnDed in Item 7 for 9trs4 Irmnvng members Channels secured In trvssrs as d,exnbed in Item f.Ats frds nil sdynrrn7 r•s+nnii rArdgpe-d 6 in trot howl n-.2iii with is-xiblo, strand of Na 18 SWIG galy stew are near each card of oremi It. SUM Fram" Mmbees - Used to anach tumnq channels ;item M W trusses Ihem ZI Otps spaced AS In OC. RSK-1 and RSIC-1 12 75) dips secured to alternating trusses ern No 8 by 2.1/2 in coarse driovondl spew tfrcaNifkm the centef gtrArmK RSIC•V and RSK-V R 7% dipso seeyrefd to altemsing tnoteses with No 8 by 1-1/2 in coarse drywall sctrw through the center hole Furring channels am friction fitted into cleiw RSK-1 end RSIC•V clips for use with 2.SV16 in wide furring channels ASK •1 (2PSI fed RSIC-V e2.751 tips for use, with 2-23132 n wide ksrong dnarmIL Ad)col channels ass overlapped as dascnbad in ham "a As an aftemaw, ends of adjo,ininq chanwk may be overlapped 6 In. and secured together with two self -tapping No 6 framing screws- min 7f16 in long at the modpont of file ohsedap, with pre screw on each Aar+ge of the charvter. Addaoanao clips rw1ailod it: Mary furrrn3 tharvu4 Ihrt so.ohleor t the gypsum board bull joire* a6 da ribsed in ham 7. PAC INTIRNATWHAL L L C - Thpm RUE - I, RSK-V, RUE -1 ,j At RSK-V 11.M 6- Stahl Freers Moanbera• - INot Shown: As an alternate to Item 6. P. Furrrq ChoanneAf - Hat -shaped *wrong dharrels. 718 in deep by 2-516 in wide at the base and 1-114 we wade at the face. formed from Nb. 25 go. goN steel spaced Pram 15 n. CIC perpoml aide to tri"am and Cad Rahbd Channels (Rain 66b;, When+ r sulation 6 Iltem 31 ii ussd, spacing redutwd to 12 of. OC Furring thav+ads stored to Cull Raised Charnels atevery Imersaacbon wVo a 1/2 in pan held zeN•trllnq screw throtgh each fuming channel leg. Erode, N adanrq channels v.erbpped a In. and fled togrttoer with two dnutae mtrs id No 18 SING gain drat win fiP, aces so tooth and of owwdsp. Supplomedital /unrg chwnek at rusr layer and omdar layette gypaulrn Word butt jninks Are root repaired harts and parities draped over ftymrg rhornels as descrtsed on Item 3 Two Isoler- ri gypsum board attached to hyrrng channels as descrd,rd r Itr'n 7 Is Ce10 Rolled Charmrwle - 1-1R in by 112 in, tiorvvwd from No. 16 9a gwv dead, poulinrrd .rfitaly and paAlmel to t•usws fretixe-fnte.d Into: the eMnrwl eddy on Iiw Stage Framrrq Me,tcrs Me', 68dl A400111 q lencyths a cold relied channels apped mot 6 in and are tied tcwthe' wtr, two double strand 18 SWG qak stetf were nits, ore at cad+ end of crvwbp I Mocking - 'Nfrtr Uwe design rSxrs rot pronil drove; full n:fdat ul the h.eaprr hnAtkrl A vaco of nomr•r 2 bj 4 in i"mile• Ihl=kiry;t •tin fir lung to Fomrrmil full kr>tdAa of the ha-,Wi Craciet. so be setLfed eertocaltf to the side of tt-e truss .;bent Zi at the top and batom of the blocnong at each Sleet Framing \{ember ;hem 68d1 locatce. it Steel Forfeiting Moab oW - Hungers spaced 48 in OC mom along less wed sewed to the Noticing [mean 68c1 on aterr sling trusses wth a single 5116 in b, 2 in hex head lag boa•, or tour w6 I -114 In drymal screws though mowntfrog hok4s: on the hange, bracket. The two 1,(4 ,n. long steel teeth o on tl•e PwsnOer are embedded in the side of tic Meek nq. Hanger gxwtinnmd use bxxkng srat Im,tring bull Immight 4dtrnwd ml that lurnng c hannoth are IW+ wits+ bottom of trusws dwfrx• gypsum beard r"Al Mien Slwr,g gal r o' hanger chywn :Def ma'uta:turef's instructions KINETICS ItOrSE CONTROL INC - Tyoa KIN. 6G Steel Ff among Members- - Iplot Shown) - As an alternate to Items 6. a Iurrong Channels - Formed all No 25 MSG gait' sfearl 7.316 in rids, by 7/8 n drys, %ndmdled perFoer doitall to wtxed mt atharAl rreniwri Chanrwls ":ro A r-wt cif 16 n OC when n;,nsJatar' Iltem 31 is ratted In, the conceaed space or a mao at 12 We CK when Insulation o)temn 3) Is Hold in ttor concealed space CTnars•ek sewed W busses as dKcnted n Item 6(b Ends d adpoor g chwvie+s overtopped 6 n and tied togrlloer with doubbe strand of No 18 A" gatitr+irrd steel are near each end of ovvi It Steal framing MembeM - Used In aetah furring chrnot s [town 6Cs,1 to bows.:her+ 21 Clip" oresrwi to" bottom t hard of death trusto�24 we OCI with ore No 8 by 2-1/2 in lorg cca•se drywall scree through center grommM Fumrrq chardeos are fncbeon totted Into clops Adjoining charnels are overtopped as described in hem Eci As an alte,nate. ends of adjorvng c+anneh miry be wertoppold 6 n and secured together moth two sell -upping No 6 Framing screen min 7/16 In long at the mdporot of the tmerbp with one screw on each lorry of the dbnmel Additional clips required W hold burning anti nnel shot suppofts the gypsum board butt pills. as described in Item 7. PLi f,Q INC - Type rent Clip W. Allern act Steel Framer" MmmbaW - INat Showier - As An alm nate to nems 4 tumng channels and Steel Framing Members as described below. as Fu►iing Channels - fonrsed oil No. 25 MSG galy steel. 2 SIB In aide by 7A in deep, sexed 16 in CC perpendicular to trsssses When in"aric. Item 3, 6 used, the tuning channel spiong 9-ol be reduced to 12 in O( Channels secured to joists as descried r Item b. I, Steel I re,rr.rag Memhem• - Used In seta+ fuming Ihrnets Ihem a) to thr waited tnesies Iffer n 21 Oitn 4wod at 48. OC and het well to ffer hr.feceIn of If•e trusses with are 2 in Coarse Drywall Screw moth 1 In dam wasrtar through the center hale Futrlaag chains ark are than frktion fettled nt0 dips Ends of channels are a.erlappeo 6' and t ad together moth dn,or s-,Iois rrf No 18 AWG goWnized steel were Ackibonal ceps we requited to hold the (rtepsrwm Butt jams as described in Item 7 CTUOCO suit DING SyITIMS - RESkMOUW Sound, Isoauort Clops - Type A237 or A23111 n Alfarndtm Shoal Irmo=" MwnboW - INaI Shown! - As an alfarnots flooding, 6 fuming ctunnoth An:! Sep"I Franirg tahanotion we, desc steer! beer Furring Channels - Fom etad of NoL 25 MSG gale steel. 2.112 in. mide by TA n deep, spaced 16 in CIC peeperdicuNr to trsrssss WTten ins r.ce, Item 3 is vwd the 1"ring r.hrrnrl +paring •i-aI he reduced to 12 in 0( Channels secured to Otis n dtxrbed n lure be !i Stool f ran.eg Mambas- - Uwe to atugh Furring r hinds looters al to the anu:) lns% p IYawl 21 Clgn "ad at 48' OC Ana we steed In fire Ixdtom of Ihw Ifusow milh arts 2- I.. r (_ratry ;:rfaall ;trcem •Mth 1 ,n wan w rshw through the terRer hole fuming channels are thtsh fretbon fated into clip» Ends of rf•e-rack we rwedapp lid 6- and tied together with double strand of Not 18 AW'G gaharizad steel airs. Addnomeal dips are raauirsd to herd doe, Gypsum Butt points as described an Item 7 REOUPOL AMERICA - typo sor..4C ip r. Gyypmlm bawd' - Nam Still in thick 48 In. wilt mauled will brig dsmenscc perpendicular to resilient chaerres moth 1-1/8 on. long Type 5 screws spaced 12 in. OC and locale i min of 112 in, Isom sere girds and ) in im m the end ydrds At end joinh own, rrsiisrt rf-im,"is we used s'xtendrg a min of 6 in bryourd both Prot of the joint N1+en insutwteon, tom, 3 a 3A is draped dear" resilient channellgrpstrrs wallboard calling mambtar•e screws" be installed at 8 n OC h1ATa0NAL 6VPWM 00 - Types tK►L PSW-G FSW-C FSK-G, FSLG Villain Steel Pewwhy Mawobwa• Itom r>li� are laud gfpoun board natalsd wile long alma-acn po rpordsaler to aoea wee with sodstarts artrvd /o-g man r"rren arld mod prrx aarttred .ties t,ma seem 4rpw- beard ,neared fo come wow ath I-1 its In long typm, i bugm, had sr,serm ipaed 12 in, OC in ttw ioW end A we DC along and tnr*L Grysun board Ago rec.rwa to man �! tu+nets a rh ' ,n lb-g Type5 "Ie head screws rrdddi between cross ores Scoters W"D sdes and t•ds at bards spaced 3a'4 to 112 in from bw,d edge Ersd johts d ire steels stall be I6 9Am"! mitt, sp»rv2 trhnsre• ri'rts en adW.e" bwds not less than 4 ft OC- e all -min Attr-at. steel Frarrmhlq Mmnbert' , r.r tall Mod aeKL 9yptam heed %hems ntAllsd wth In,g dmommnr (sNe ps'"I poorpmndr.lat In flow grid rurnms wan the rid Items sugoi min 41 h and crtcred betaeetn qid furroets mmI*_+ arc fiC aced d in OC Prix to orestalanar cif the gypsum bard sheers. backer sy ps corsestog of not 7 3-4 in ode by M ,re long pieces of gypsum Wind are to be Laid asoP Ire grid ru and Ranges and cerlraed otter each It~ end jdrR kiaitw. The padsti amps are to be sec"sV to tee hangs of the gird n.rr+ers at cppcsfx comets or 'PC moth a ceiling :lamps• ;haws 5 tmrour,fh SASS n the coreceesi,d spate no clearance is reectrssery bother en damper f•rxisirq and spray foam iresulabon Not, rwdusil for use with hems 64 through 6F SES FOAM IW EamySmJs 4 A„ Duct' - For use moth ceolnq dampers - Al UL Claw D or Class 1 flemdble air duct Installed n accordance Ill Ilse nstnuctoomx prc-Aded by 'toe darptf manutacnrev Ceiling Darwpar• - Masimr m nominal area 324 sq in h/alxaWm sq are size 16 n by 16 n Recuregubr sues not to emceed 324 sq n, with a masgnum width of 18 in Maoimur„ danger "ho a 14 ire lmLAlkitd n mm crc rde r+ta with the mearesAa[turgion inmlW lilion inttrutbuns trisoded milli tie• dan,pau NMtsimum danpw• uFwnifge riot to sawed 162 W in per 100 Sci h, of Ceflnq area CAS A! PRODUCTS - rA:wtge RD V I PWTORFF - Model CFD.S21 SA Alternate Cep" Demper' - Mae horn a•ea shoal be 2SS sq on. wth the length not to emceed 24 K and the width riot to emceed 20 in. Mat neigh cf damper shall be 17 Mt Ar rr r slim I m 1 in r m In 'n with , on ,g ga,» dfr+px! opertirigy . rid mat a cued 28 ><e Ps' 100 xf h of ceiling area pLt par Installed s ectoedence d the ma+u(atturen mtudlab . rstntrticrss provodPd with the d arrorf. A stole glle, shall be nstaled in accordance with nstalatbn instructions CAS AMR PRODUCTS - Model RO-S21-4411, 110.5,21-fail POTTOI"- ModelsCftiSil -Ip,cf wl•Np S5- Akenraw Coiling Daonpoe - Max nom area shall be 144 sq in with the length root to e,st4ed 14 on. and the will not to Q"aard 12 We Mask height of damper, shall be 17 718 in Aggregate dar-Citi oper4regs shall riot emceed 74 sq n per 1CO sq h of ceiling area Damps "staled In accordance with the manufacturen rVilartion irestrucbons pro.ided a" ow damper. A owl gal a shall be installed in accondartca mitre installation suilevctons. CAS AM PROCUM - Model $ID-S.21-94 RD-S21-Np90 pOTToot" - IAcdek rtD-111-tit "O-Wl-tMPVP SC Albrnmes Caing Damper' - Maaenum plan"" boa him room 19 n Long by 19 in wels and 11.718 in laid, fabticawd from galwfusd steel tYulad in attcedmi r with thr manutm-.,•ers ,nslalli r,an estnuctoahs provided with the damper. Mardn►uro damper ope ongs not Los Nceed 128 sq n per 100 sq it of celnq Area 41RE TECHNO1.01WS. INC Models CRD model 50 au600t. CAD model SOFA s,1)Oat CAD model 55 owbodt. CAD model SS EA w-Scoa LLOVO INDUSTRIES INC - Mudd CAD WAIT CRD itsEABT CRD SS 44T. CRD SS EA 97 Aherneste Calling Dowrper' - MamlmLam plenum bee size row. 13 on long by 13 ,n. ode and I I.7/8 n fogh fabricated tiom patronised steel Installed in accordance moth the monl%IY •.err+ fWA Lmnrn rstnrfiar+n provided with that deorrpoor Mwierl damper openings not so tetrad 50 sq in pow 100 %q R d raging Area LLOTD INOUKMIRS INC - Masotti CAD Wgf-A C1110 S0_4A-1FT-A CRD "AFT 4 CAD'S 11l1•R•6 (RDYy?w I-BT4 5E Altoona Ca" Oderstil - Misimasm same tailing pullet in planar but ram 12 in brig he 12 in wide Plenum Loa FAbticared hen gaewritad sa r&L kxtalad in accardanto with One manutactsren instalaoon miesmictiom provided with the damper. MlaunMam damper openings not to emceed 72 sq, on per 100 sq ft d Ceiling area. AIRE TECHNOLOGIES INC M:x OL CRD model 50..,Soot. CRD wo>dd SOEA role -Scot CAD model i5 wl9oot CRD model SS EA w,14DC4 LLOYD INOUSTRIES INC - Model CND SOO 958T, CAO SO-EA456T. CRD 559%7. CRD SS EA MW '•= Alternate Cost" Demill - Mao size celing oenkt In plenum boo morn 16 in lag by 16 in. wide. A igreVdte damper oeenngs shall not emceed 128 sor on per 1DD sq it of : P Ira; are.. D errl:P- rstalPd in atrmcionrr with the mrnufoodurers r41411tion inwuctiom provided with Vie damper CROMrN PRODUr r% t0 ReC - Model CaD1D-,PS-47-CP,-60-CP. CADWIlGpB-41•EA{P, -60-fill I IOs1D INDVI;TRIFI IPIC - r c dels CRD 50 ;GP9-4 Z - 42 Nt -6.0. -6 0 Nt CRDWEA FCPB-A 2. -42 Fill, -60 A 0 NI 54 ANwnwb Calling DnFrVw' - Mtsm pMnilm t. a mitt mom 15 n long try 15 is were end 11-718 in hid+ (sbricoted (rpm gels steel Aggregse damper openings sf all not esreeld T2 sq r- yar IX sor •1 Lit Calling area Damper nstalcd in accordance, moth the marnutaeturers nstalattoro kr6bunions proves lid with errs damps LLOYD SNMTRlt$ INC - Modals 4S-CAD-IT-BT and 45 CRD-o.M 8T S- Akmrvmte Coiling Dwnpow• - Moe tine, eeling cudgel in plenum but mum 10 r. lung try 10 n wide Polroom boo falorkAfed hunt 941. slwl Aa}g•galy Luo'"t up er-.nisi J•aal teat rta.wcl itl v. in lots 100 sq R of teling area Initialed in stcordonce with the manu(wrturws nt#A$O* n i'ntnKtions prrHrwd waif- fhe dq"IJw LLOYD INDUFTOU INC - Mosel 41.-ITO-9S-4--4 '• AMeresste Coiling Deeper -Mow plenum bon size room 19 n long ID' IS in wide and 11-718 in. hogh fabnated from galv steel A»•e}ste damper open cgs shall not emceed 4, sq c pet 1:r, sq +1 A :nlnq area Damper ,rostilled in accordance with the manutactuntes instalaten rat-uctoons proveded with tt•e damper LLOYD INDUSTRIES INC - Model CADSO w K BT Sl. AibwnM* Ceig onitpet• - Mao. nom area shall be 349 sq in Max overall length and width shall not e,*cacti 18 1 I /16 ,n, by 16 11/16 in. with mac. 16 in. by 16 in register opsnirsg Aggnogane damper opartingc sh4l not tuned 17S 6q ow pet 100 sq h of eeeiing area Damped instilled in actardeana moth the mamula mailers installation r+lslnanirr6 pocoded with the damper. An akmimurn or sleet gnhe (Hein 9) shall be inssalked r accordance with installation onstructions MIAMI T604 INC Model RsCFDO SIC AMwmole Ceiling Do mtper' - Celrg damper ilk fan assembly Max norm area shell be TS sq n wth the length rot W esceed 8-9e16 n, and the wodth rcv. to ecceed 8.3N in Ii Max ha 4lit ut dr-"f shall be 9-7,1 ei. Aggragate damps opsnngs shall not eAeead 38 sq in. pat 100 sag R of coming area Damper shall be ivicalad m combnaation with orfe of Ihi tan models descnbed in and in accordance atth the nan,ybcbAm Installation onstrumMons pmosded with the damper, A plastic grlle shall be installed in accordance with r•MAIAIKT „r\et Olnln DCLTA [LECTRONKS INC - Model CAM GAR-CRD. IIGCRD badear strip to prsh otot the Wow, strips loom being vpihrd acting screw attachment d the gypsum Ward shoats. Gyp6un board fastened rognd run ion wish deree ll screlrs spaced 1 on and 41n Itt», rim, side Arms and roam 8 ire OC in the leld of oll bard. The butted ale pleas am 10 be saculed to the backer snip with Na tO by 1 112 In long Type G 1wneNtinq keNeG located 1 mile loom warh smir rof the teitird •r.t rent a-d ,pored I in wad 4 in tiom the, side tares and row a in OC n t►er fMld of tie board W-ere atar-tea Simi Fwwrmisq Membon' IRaw 60 are said gpwm beard b t oh "staled wah oling dovennios ;side jorW4 Far ierelt uar to flee 6 A song crass tan milt this and 0sols sla 4ue,wd rmtin4 hard cs^fwd biotmmi uuii is" which are spaced 8 in OC CWtum board wile Lunt► nor occur ligine h w bwMswri man turina i Prior to if6tAlNAa, of dal 9 "mum board shi becks wpm taYatnq of now 7 lea in ade Fasita d WAl m"re buA-d art to tw laid alup Item CtON less Rargon a-d se-rwrned vrel emedo butted mid Ott IotetHll Told O.tl,w, mtnFla are Its be m•eUtrA! lu UN hall Of the cross ties at opposltt «rnen of the twits sinso to p:ettimrt Itr better strips +Men bwg kill rbotd d.nng xr w-atUctrnert of the gypsum booed sheen Gypa"n hnA-d to orned to cross tries smell drympl serer, spaced 1 r. oral a 1, from the ssde pets and miss 4 in CC in Vw fetid of the based The' blued end xtMs are to be sKvrPd to the beck- strip -Ili Not ID by 1 lei n long''li G tore wring strews listed I in hnm reel srdt of the tutted ell pat ale spaced I in ale 4,n /rom the vole lams sred snow S in tK in the Held of the "tit 7A- r>,ifglum Board' - For use alt)h Items 3C wild 6D Mom SI8 in thick. 48 re. wade gypsum panels nstaled with kreg dimension perpendocutar to resilient chariness. Gypsum parhek witureed with 1 n long Type S bugle Formed yarwl mcrsws yaacod 8 n OC and kx4leed Amin of 112 ,n From tick+ jur4% send 3 n 6-urn the wad jell And ts.RMwd mond psimt Jhrl loom stagVe red •yin 16 in trillion Ihr asworehy and cxc ur mdwsry bNvw-h the contnuous leafing fhana-nis Fnd hints xruned to tenth tomiise"l than"rls as shrrs" in mind jorn do i Finish Rxnq open this tailing system is 24 mot. Nei to lit used merh otiloog damps items 5 S.W. NATIONAL 6"W M 00 - Types FS" B Rolm" Systaints - ,'tort Shoal - V1mfl dry or permitted ►art compound applied In two coats to pats and screw -Heads: pamper tape 2 on. wide. embedded in host toyrer of I nnlp:r.rr- riser all Ioimt As on abrnatm,, room 3/32 r. Mick nwnPer plaster may be Ipplied to that rrdre surfater of gypsum wlbnerrd 9 Distress fredeme rrtded in Air-hwre fling Speote•-Autanaatte Balanctr+g ValivalDarmpw - INa Shoan - Oposonaill - Fat use milt item SM, ItsAlin Company's likciel CFC71 era -per ICAiISI, Ceiling damper ID oe provided with plemrro boo' pew damper marouUclol nstructoa-e anh side outlet only. Entire assembly to be in%alled rho gory Ul CIA%%LI I:t Cleis. 1 1o.■iue An duel n acntdarre with Not "rebel prowdoa) by tfw a.tcr,mlic balancing v4tve,'darpe, nesmdAtsrts MtTAI OWUSTIMS INC - PAr.-rl AtV 4 Apo-1 ARV-t Indicate with products shall bey Moe UL or Wk. CwtiKution Mat* for p6wia6tlforn employing Mee UL a tUL Cefrtifiutan loch as Canda3, rekpw tivdj•. -ast Updated on.1022-12-01 The aopot rape, col a ca ewo's rams or poodol in the database does not in Itself assure thx produces so identified hale been mtftelitC " d under UL Sol Loom Follow Up Sa oorst Orlr 1Pose products baring the UL Mark shoed be comidened too be Csrtfe d and covered under Lk Solutions Flow Lip Servict Always look, lot the Wrk on the 0ro6eKL UL Solutions women the rcproductron of the material corcwrred in Product ,O su beet 10 the foaa" conditions 1 Tote Ludt kmftwmaoon AsAq"UIP . Comsittucoons Dtsignn, systems P44M Cerbicatilom Most miAl be peeserstd ►s tear snlveq arid in a non midetadi+q m irner. without any ma+pulabon 0(the data In drawiagy. Z Tots statement 'Rip-nled from P.Cduct so moth petnissian from LA Solutions' "viol appal adjaces-t to the tsUactad wanr•.al in add'Aon ft fepoNtW waterral msmil "dude a capsrot of is the Folow.sq fotmx ' C 2023 U. LLC' I 1 `.. Aherne/, Coiling Owrompar' - Mae mom wee shell be 324 sq ,n Mae scoli rye shall be 16 in by 16 in Rectangular sites not to erected 324 sor in with a wee length of 20 We a,d A mac width of 22 r, Map height of damper seal be tic in Aggroagats damper openings SNIT not tow-ead 1S4 sq n par 100 sq h of calling area Damper mialsd in accordance amn r'e manuttttver s r+stalatoom instructions goaded with the d roper M alumnuom or steel Wale Iltem % shall be instaAed in actpdonce with nstaloto+ nsb'kKetooes, Ua1RED SWRTSCH Ccap - tripe C-Saw-wr or C-51111t-WiP iMas non ate* M4 sq km} or C-Saw-WTS C-WIt-WTPS e7Aaa now area 162 sq I,j C .�1 �-1 4 I A r Ahernesa Callon Dam - Maim m 1 n 1 in m' 4 n h h n ( t m ti, ah► doper port per' danger assembly rite room 8 bFo9 by 8 ode and � g a 8 clan alx+re rid o qa mats 99^'9 ix' uperon:r; ,hat I -ct crcoed IU sq in. per 100 sq R tr ceiling area Damptir Installed in accordant with the manutacmr ors installabon oslinuniom provded with the dampef. AMIN COMPANY - M*adol CFD7r CFD7r•END-6T, CFD7T-90-BT, CFD7T-STV. CFDTT S6, CFD7T-Ala DO CFD7F IM u CFDA7 T Sahli AftwrAle Cobbling Demper' - Optional -Casing dtmper II tan assemby. Mai: nom area shall be 75 sq in with the Iermgth not to emceed 9-11A n. arid the width not t0 emceed 9- V4 on Mara tomighicil dgmpser 4-al tit 9.716 in Aggregrsr dw•*op:wr npo"rogs Omg n%sacred 45 sq in per 100 sq I1 at redrlg wM Damper situ$ beminstalled n corrobinafinn wit!• one of the tin modals described ore and in accos lavA *at\ the marufa-turM's innallatlon mstructens pfow/ded with tfee damper. A p4aslic grille shall be nstafled in accordance wrh inoallation esto-oc,ins. DELTA tLLCTRONKS "K - Model SIG{AD 50 Aherros4re Coiling Damper' - Calling dampq & tan Assmrl:fy NAe rpm arru %-sal lee 111 tq r with the Ieergilh not to rsterd 11-1,116 in a•r! If-e width wit Its emitted 11-7/8 n Aggteg to danpw opemrgs shall rat estred 66 sq n per 100 sq 41 of ceiling area Damper shell be installed In combination with one of the fan w,00els des e,ted r1 and we attordalce wth.'/e manufacturer s ifrstallation insmoctions provided with the damper. A plaice grille steal be installed in accordance with installation n6bVnior6_ Detu ELKYROPRCS iw - model SMT{AD SP. Allerowte Ceiling Damper• - Cnlrq darrpe, d tan assembor deep tn.ssm Men nom area shall be 103 sor Ire al one length not to escead TO- IM 1n and the width not to texceed 10.118 in Agntgs/e dw+T:ttr operengs +too not eceed 52 sq in per 100 sq h of te4rng sM Owmpet shaft be installed in car"nshon with one of the tin models dexnbed h and c ar_co-da,ca Mich the matufac.1wo, s irri alution instructions praidsd moth the, dan+psr. A plastic grille stall be, installed in accordance, moth installation nstructia6. PANASONIC CORPOVATION, MNASONIC COR►ORA110N Of NORM AMERICA - Model PC ADOSCS SQ Ali~* Calling Damper' - Celing damper 8t tan assembly. Mat nom area slot be 113 sq ,n. with the lwgth not to erected 10-113 on. and the width not to eoceed I I AM n Aggrcgmr• ourpr• ntrttnt•err shall rot retard 57 sq In per 1Cb sq of of Boling area (limper shall tie irestelk.d n tombr'safivn with one of the fan models drxribed n and n accurdan(o wth,'ht manutx-aura s ifa Alation instructions povided with the dampen. A plastc grille shall be installed in accordance, with installation nstruniorrs. BROIAN-NUIONE L L C - Nude' RDf L%T 59 Altforra a Ceiling Damper' - Cal damper A fan assembly. Mao nom area shoal be 79 sa sin with the length via to emceed 10 In And the wild, not to emceed 7-1 SJ16 in. Aggreigone dal-pn,r npr,-an7. %hell riot emceed 40 sq n per 100 sq of of t or1w,g aPa Damper she$ be installed in ccrnteination with new of the tan nicsdais dolxnbed in and n accordance with, the manutaAuoar's Mwrahation Instructions pra.lded moth the damper. A rnstallk grills, shall be, Installod in accordlrKot with ,estMatidm hatructions GROAN NUTOO* L L C Wasiak fDdt and RON Alternate Ceiling DanmiW -Mao plenum boo( sue nom 19 on. long ty, 19 n wilt and i1-713 In hq/h fabricated from goal. steel AWegate damper cper►ngs shall not esxeed 1 m v I m I:- 100 sq h d cewng area Dermot imtall►d n dKcorde mKv with ter rnenulstt+.rer. installatinn ,nslouttcrq Fitt-odrd with flip do- pet METAL-awm INC - oaodAs MSCD-K and bRCD for 5T Alternate Call" Oil opW - Cooing damper & fan a "afftiv kid* nom area v:i Thall W 87 m Nett+ the total not to twined 9 ire a•d the width not to ow -seed 9-11116 n Aggreq.Y.t da-per operongs shall sax emceed au sq n per rDD sq tt of celrg area Dairp;e' steal be installed in combo ution wit- one & the tan remodels described In and on Y a. 11.". a •MIh, the "tan six T.ver♦ irmmtalMlicn instnu tmm Frsraclmf .nh Nw tlarrpr• A Fill gnllr scut !:r mdai lam! in MtnMw*c• with im1a11ah r:n rdnclirA+s. e,DAN•NUTOIO L L C - Nntl.l RDf fA'T S+u. Alownate Ceiling DmmvW - Ceiling danped 13 fan assembly Max nuns Ated 0,41 tea 87 6q do. with the Iw9dio not to ascwd 9 in rid de width rat to emceed 9-11116 We Aggrcgre, da-pet operfnZs shall not emceed 44 sq n per 100 sq it of ceirrq area Damper stall be installed in combination with one of the tin miidefs described In and in W EQdan a wilh, !tw rreanulaetsrwl 01rst411a110n inshurhont ptt■idmt With ttw dmpw A pienke gnlis sMl bar installed in aeturdare• with inetdiahnn relrnamicril. BROAN-NWMM L L C - Mader ROMArt l 5V Aftuvw m Ill Dmnpoe - Max row 21 in king by 18 in wide, tdbtkaad from gaaiwnaad deal Plans" boo mask sine nom 21 in. long by 18 in. wide by 14 in. high Oraw dortnsioril fabricated from either gaKoantted steel or more 1 in. thick Listed Duct Board bearing Vie lA listing Morlrrq hawng a min R-Value bl 4-3. installed in accordance with the rrsiructkrrs prowdrd by Item, nine ufalured. Noe darnpw opesnirgii. not to wtceme d 180 out in pot 10064 A of robs a•ma GAEENHECK FiAN CORP Model CRD 1WT Sited Alternate Ceiling Damper• - Mas row 12 in tong by 12 in. wide with an 8 ire diarretet dampief, Ulificatad Ram ga/owanmtd steal Installed in accoodairce with the nsinactom pocoded by err_ msnutf c..rer Men( damper openngs nor to eooceed 72 sq in per 100 sq h of eating area. ORMNNICK FAN CORP - Madge CRD-1W I SX Aftermssse Coiling Downier'-10pbonal To be used with Ate Duct Bern 41 for use with mr 16 on deep trusses Mlle 12 on, demeter da+iper well insulated register bow assimmkAy. Tiro mximum size of ore feg6rer boa asaam ly is rom. 20 ,n. long by 210 n wide and 4 h high laborcatad from gab stoat The aggregate area of the fagostsr opering:s) through the casing rnemtrre 41.91 mat "Low 128 sq in. pat 100 sq ft of etikng area Damper Aiwcnby r+culed in accordance wi Ile flew m:nutxlurs ti r-dulsievor+ insetut liarri, AIRS TtCHNDLOGKS INC - Model 1,711 Vr AhermAb cording Demppr' - Maw 20 in bang by 16 in wide by 4 in high rectangular damper with plenum boo assembly The mwimta , neuter drrnensons of the plenum beat aue^L4r %; 23 ,n la y Ly 19 1/2 h wide, and 17 in. high fabricated from Gild, 1 112 so 2 in thick Knaul Air Dun Board M•. The aggregate area of the register openiogfs> through the casing membrane shall nor satmead 160 6q In. pat 100 sq h ceiing arcs Damper assembly rruAled in accordance with the mrufxtutan isaalaticr, irmtructiotos AM 1'ICNNOIOORES INC - Seem S8 5Z Aftmue a Ceiling DereOa• - Max 14 in long by 14 In wide sal 18 in high rebrsg dampe► with boat or bov assiomblr. fabricated From godw steel The mcgivegate area of the a register opennglsl through the ctJrtg me ►txane shall trot eeteed 98 sq n. per IOU sq h of ttsing ales Damper assembly wnW W ,n acctordonce with the rra'safacturen ILL rntAlalix-V ifr::iuct` tium A1111. TECHNOLOG'KS INC - Modal *,I -M'tocs_ t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com YEA REGISTERED ITECT l KENT GRE STATE OF WASHWTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET PARTITION TYPES - UL DESIGN 419 ASSEMBLY ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: JO DRAWN BY: GD/JO 0 In co M Lye 't CV O CV CD Q V 1 2 I 3 4 5 6 7 1 8 9 10 I 11 SHEET NO 1 2 3 4 5 6 7 8 9 10 11 tgb architects x CD w U a 3i 1 Via, 2o, L209 - BXUV.L209 - UL Product Spec FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters Assembly type Construct group Floor -Ceilings 1 Wood Joist or Combination Wood and Steel Assemblies Protection type Rating Exposed Grid System Rating >_ 1 hr and < 2 hr BXUV - Fire Resistance Ratings - ANSFUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSFUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. L209 November 20, 2018 Unrestrained Assembly Rating - 1 Hr. Finish Rating - 14 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec Finish Flooring - Floor Topping Mixture* - Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. ACG MATERIALS - Accu-Crete ® types NexGen, Green, Prime, B. M, and PrePour, AccuRadiant, Accu Level types G40, G50 and SD30. Floor Mat Material* - (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. ACG MATERIALS - AccuQuiet types P80, C40, D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and EM.750S. System No. 9 1. Subflooring - Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to the trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. 2. Gypsum Board* - One layer of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists. Gypsum board secured with 1 in. long No. 6 Type W bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C - Type DS 2A. Floor Mat Materials* - (As an alternate to Item 2) - Floor mat material loose laid over the subfloor. MAXXON CORP-Type Acousti-Mat 1/8, Acousti-Mat 1/4, Acousti-Mat 1/4 Premium. Acousti-Mat 3/8. Acousti-Mat 3/8 Premium, Acousti-Mat 3/4, Acousti-Mat 3/4 Premium, Acousti-Top. 3. Gypsum Board* - (For use when floor mat (Item 2) is used) Two layers of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists on top of the floor mat material. Gypsum board secured to each other with 1 in. long No. 6 Type G bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches in between layers and from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C - Type DS http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 B" MIN.' L209 - BXUV.L209 - UL Product Spec 10". PM. 1. Finish Flooring - 1 by 4 in., T&G; laid perpendicular to joists, or 19/32 in. plywood wood structural panels, min grade "Underlayment". Face grain of plywood 1/10 http:/iproductspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec System No, 10 Finish Flooring -Floor Topping Mixture* -Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO -Types LRK, HSLRK, CSD USG MEXICO S A DE C V - Types LRK, HSLRK, CSD Floor Mat Materials* - (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO -Types SAM. LEVELROCK® Brand Sound Reduction Board, LEVELROCK® Brand Floor Underlayment SRM-25 System No. 11 Finish Flooring - Floor Topping Mixture` - Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. FORMULATED MATERIALS LLC -Types FR-25, FR-30, and SiteMix Floor Mat Material* - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. FORMULATED MATERIALS LLC -Types M1, M2, M3, R1, and R2 2. Building Paper- Commercial rosin -sized, 0.010 in. thick. 3. Subflooring - 1 by 6 in. T&G. fastened diagonally to joists, or 15/32-in, plywood wood structural panels. min grade "C-D". Face grain of plywood to be perpendicular to joists with joints staggered. 4. Cross Bridging - 1 by 3 in. 5. Wood Joists - 2 by 10 in., spaced 16 in. OC, firestopped. 6. Fixture Protection - Acoustical Material* - 1/2 in. thick, cut into pieces to form a 5-sided enclosure, trapezoidal in cross-section, approx 1/2 in. longer and wider than the fixture with sufficient depth of provide at least 2-1/2 in. clearance 6/10 http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec to be perpendicular to joists with joints staggered. 1A. Alternate Finish Flooring - The alternate finish flooring may consist of the following: System No. 1 Floor Topping Mixture* - Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 Ibs Type I Portland Cement and 300 Ibs of sand with approximately 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or-) 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. ELASTIZELL CORP OF AMERICA -Type FF. Deleted. System No. 2 System No. 3 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/8 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19 mm). HACKER INDUSTRIES INC - FIRM -FILL SCM 125 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/4 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25 mm). HACKER INDUSTRIES INC - Type FIRM -FILL SCM 250 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 3/8 in. (10 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32 mm) HACKER INDUSTRIES INC - FIRM -FILL SCM 400 Alternate Floor Mat Materials - (Optional) - Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38 mm). HACKER INDUSTRIES INC - Type FIRM -FILL SCM 750 2110 http://productspec.ul.com/document.php?id=BXUV.L209 3/10 3/19/2019 L209 - BXUV.L209 - UL Product Spec between the top of the fixture and the enclosure. The pieces are held together by 6d nails spaced 12 in. OC min. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC -Type P (S). 7. Flexible Steel Conduit - (Bearing the UL Listing Mark). 8. Fixtures, Recessed Light - (Bearing the UL Listing Mark). Recessed light fixture with steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 9. Hanger Wire - Galy steel 12 SWG min diam. Spaced not more than 48 in. OC along main runners, adjacent to intersections of main runners and cross tees. Additional hanger wires required at all four corners of light fixtures, at midspan of cross tees adjacent to light fixtures, air duct outlets and at main runner splice locations. Hanger wire supported from 8d common nails located 1-112 in. below subflooring. 10. Steel Framing Members* - Main runner tees nom 12 ft long, spaced 4 ft OC. Cross tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OC. ARMSTRONG WORLD INDUSTRIES INC -Types AFG, AFG-A. CGC INC - Types DXL. DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. ROXUL USA INC. D/B/A ROCKFON - Types 250, 260, 1250, 1260, 1850, 1860. ARMSTRONG WORLD INDUSTRIES INC -Types FG, FST-6000,-6000A. -8000, -8000A, MLFR-6000. Type GLBP (consisting of main runners, 4 ft cross tees and steel straps) for use with 24 by 48 by 5/8 or 3/4 in. thick Type P lay -in panels. USG INTERIORS LLC - Types DXL. DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. 10A. Steel Framing Members* - Main runners, nom. 10 or 12 ft long, spaced 4 ft OC. Cross tees, nom. 4 ft long, installed perpendicular to main runners, spaced 2 ft OC. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 7/8 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. CGC INC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. ZXLA. USG INTERIORS LLC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. 7110 http://productspec.ul.com/document.php?id=BXUV.L209 8/10 31;19+2C 19 L209 - BXUV.L209 - UL Product Spec Metal Lath (Optional) - For use with 3/8 in. (10 mm), or greater, floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1 in. (25 mm) over the floor mat. Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC - Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm -Fill 4010, Gyp -Span Radiant System No. 4. Floor Mat Materials* - (Optional) - Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. Floor topping thickness a min 1 in. over the floor mat. ECORE INTERNATIONAL INC - Type QTscu 4002 HACKER INDUSTRIES INC - Type Hacker Sound -Mat Alternate Floor Mat Materials - (Optional) - Floor mat material nom 1/4 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. ECORE INTERNATIONAL INC - Type QTrbm 3006-3 HACKER INDUSTRIES INC - Type Hacker Sound -Mat II Metal Lath (Optional) - For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC - Firm -Fill Gypsum Concrete, Firm -Fill High Strength, Gyp -Span Radiant http://productspec.ul.com/document.php?id=BXUV.L209 3/19/2019 L209 - BXUV.L209 - UL Product Spec 10B. Steel Framing Members* - For use with metric size panels described under Item 13. Main runners nom 3000 or 3600 mm long, spaced 1200 mm OC. Cross tees nom 1200 mm long, installed perpendicular to main runners and spaced 600 mm OC for 600 by 1200 mm lay -in panels. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 7/8 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. CGC INC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. USG INTERIORS LLC - Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. 11. Air Duct - Formed of 20 MSG galy steel, with duct openings not exceeding 113 sq in. per each 100 sq ft of ceiling area. Area of ind duct opening not to exceed 113 sq in. Max dimension of opening 12 in. Supported from hanger straps made of double thickness 24 MSG galy steel and spaced 42 in. OC. 12. Air -Duct Protection Board - Made of min 24 by 24 by 1/2 or 1 in. piece of Acoustical Material placed on top of duct over opening, extending the entire width of the duct and beyond the edges of the opening not less than 5 in. ARMSTRONG WORLD INDUSTRIES INC - 1/2 in. min thickness. CERTAINTEED CORP - 1 in. min thickness 4/10 13. Acoustical Material* - 24 by 48 lay -in panels. Border pieces supported by min 0.016 in. thick (26 MSG) painted steel angle with 1 in. legs; or min 0.016 in. thick (26 MSG) painted steel channel, 1-5/8 in. deep with 1 in. bottom flange and 3/4 in. top flange. Acoustical material held securely on steel framing members by means of hold-down clips, 1/4 in. wide, formed of 24 MSG spring steel and spaced 2 ft O.C. along cross tees. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC -Type 1/2, 5/8 or 3/4 in. P (S). Type P (S) 15 mm thick 600x1200 mm. These metric size panels may only be used with metric size grid described under item 10A. 14. Wood Hanger Block - 2 by 4 in., installed between and perpendicular to wood joists. Located to support duct suspension straps and hanger wire 1-1/2 in. below subflooring at sides of light fixtures wherever duct straps and hanger wires are located between wood joists. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-11-20 http://productspec.ul.com/document.php?id=BXUV.L209 91;10 3/19/2019 L209 - BXUV.L209 - UL Product Spec System No. 5 Finish Flooring -Floor Topping Mixture` - Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP - Type D-C, GC, GC 2000, L-R, T-F, CT, SS. RAPID FLOOR SYSTEMS - Type RF, RFR RFU. Ortecrete Floor Mat Materials* (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP-Type Acousti-Mat 1/8. Acousti-Mat 1/4. Acousti-Mat 1/4 Premium, Acousti-Mat 3/8. Acousti-Mat 3/8 Premium, Acousti-Mat 3/4, Acousti-Mat 3/4 Premium, Acousti-Top. Floor Mat Reinforcement - (Optional) - Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath (Optional) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ibs/sq yd loose laid over the floor mat material. Fiber Glass Reinforcement - (Optional, Not Shown) - 0.015 in. thick PVC coated non -woven fiberglass mesh, 0.368 Ibs/sq yd loose laid over the floor mat material. System No. 6 Finish Flooring -Floor Topping Mixture* - Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix a rate of 1.20 cu ft of preformed foam to 94 Ibs Type I Portland cement and 300 Ibs of sand with 5-1/2 gal of water. Cast density of floor topping mixture 95 to 105 pcf. Min compressive strength of 1000 psi. Min thickness 1-1/2 in. AERIX INDUSTRIES System No. 7 Finish Flooring - Floor Topping Mixture* - Compressive strength to be 2100 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. System No. 8 http)/productspec.ul.com/document.php?td=BXUV.L209 br l o 3/19/2019 L209 - BXUV.L209 - UL Product Spec Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "O 2019 UL LLC". UL and the UL logo are trademarks of UL LLC,r 2019 All Rights Reserved. http://productspec.ul.com/document.php?id=BXUV.L209 10/10 t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED I iTECT L XENT GRE STATE OF 1MASMWTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET CONSTRUCTION ASSEMBLIES ISSUANCE No. Description Date 1 PERMIT/BID SET 04.26.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GD DRAWN BY: GD/JO 1 2 3 1 4 5 1 6 7 1 8 9 10 11 SHEET NO GOm23 0 J U 1 2 DEMO WATER DAMAGED GWB. NOTIFY ARCHITECT AND BUIDLING OWNER OF ADDITIONAL DAMAGED DISCOVERED DURING DEMOLITION DEMO WIRE SHLEV PATCH WALLS AS NEEDED DEMO LOCK[ FLOOR PLAN - LEVEL 1 - DEMO F 1 3 ° I I ? DEMO WINDOW SURROUND, L — — — J BLINDS AND PLAM SILL AT ALt �I FOUR EXTERIOR WINDOWS BUILT-IN DESK, TO BE DEMOED REMOVE ALL WALL HUNG EXISTING EQUIPMENT. PATCH REPAIRS WALL CEILING HT 8'5" AS NEEDED. MED GASES TO REMAI 0 REMOVE EXAM LIGHT AND MED GA CEILING DROPS. CAP WITH SST COVER PLATES DEMO CASEWORK r � 00 CASEWORK GAS @ WALL LL SCONCE, PATCH WALL 7PADEMO WALL SCONCE, TCH WALL I 1 I DEMO ALL FLOORING,WALL BASE, AND WALL PROTECTIONNORTH THROUGHOUT SUITE PATCH REPAIR CEILINGS AND WALLS AS NEEDED EXISTING CEILING HT 7'11" EXISTING SINK, ICE MACHINE, AND REFR TO BE REMOVED BY OWNER PRIOR TO DEMO OF FLOORING U DEMO LEAF, BONDO HOLES FROM HINGES ALL CEILING PANELS, GRID &LIGHT FIXTURES TO REMAIN, UNLESS NOTED OTHERWISE NORTH h OAl CEILING PLAN - LEVEL 1 - DEMO 1 /4" = 1'-0" 4 DEMO EXAM LIGHT AND BOX SUPPORTING THE LIGHT. PATCH CEILING 5 RELOCATED WATER DISPENSER, NEW WATER LINE SUPPLY AREA 114 123 SF 6 7 1 8 CART QUEUE 111A 56 SF PATCH AND BONDO HOLES LEFT BY DEMO'ED HINGES DONOR PREP 111B 62 SF PROCEDU 115 273 SF SOILED HOLDING 116 73 SF NORTH F5 FLOOR PLAN - LEVEL 1 - NEW "I F F55�) 1 /4 - 1-0 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 DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. ALL AREAS NOT NOTED FOR DEMOLITION ARE TO BE PROTECTED THROUGH DURATION OF WORK. 3. SEE CONSULTANT DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 4. ALL OPENINGS IN SLABS, ROOFS, WALLS, CEILINGS, AND PARTITIONS CREATED BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION SHALL BE SEALED AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 5. ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS CREATED BY PROJECT -RELATED DEMOLITION OR NEW CONSTRUCTION SHALL BE CLOSED AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER -PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 6. REPLACE OR REPAIR ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 7. THE OWNER WILL REMOVE ALL EXISTING MEDICAL EQUIPMENT FROM THE AREA OF WORK PRIOR TO TURNING THE SPACE OVER TO THE CONTRACTOR. NOTIFY THE OWNER OF ANY MEDICAL EQUIPMENT REMAINING IN THE SPACE. 8. CONSULT WITH THE OWNER PRIOR TO DEMOLITION ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE OWNER CAN TAKE POSSESSION. 9. ANY MATERIALS AND EQUIPMENT INDICATED IN DRAWINGS TO BE SALVAGED AND REUSED ON THIS PROJECT TO BE STORED BY CONTRACTOR UNTIL SCHEDULED REINSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. 10. STABILIZE ANY EXISTING -TO -REMAIN BUILDING COMPONENTS THAT BECOME UNBRACED DUE TO SELECTIVE OR PARTIAL DEMOLITION. PROVIDE A SOUND PERMANENT STRUCTURE PER CODE. 11. PATCH AND REPAIR ALL EXISTING WALLS & FLOORS AFFECTED BY DEMOLITION TO MATCH ADJOINING FINISHES. DEMO PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER DOOR TO REMAIN 710-1-1 & AREA 150 SF WALL TO REMAIN DOOR TO BE DEMOLISHED WALL TO BE DEMOLISHED / NOT IN SCOPE FI OOP PI AN Mr)TFS 1. FLOOR PLANS MAY NOT INCLUDE TOTAL OF ALL REQUIRED WORK. REFER TO CONSULTANT DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. SECURE NEW WALLS TO SUBSTRATE WITH FASTENERS LOCATED 2' FROM EACH END AND SPACED A MAXIMUM OF 16" O.C. 3. PROVIDE BLOCKING IN WALLS AS REQUIRED FOR ANY CABINETS, EQUIPMENT, HANDRAILS, OR WHERE REQUIRED. 4. LOCATE ALL NEW DOORS 6" FROM HINGE SIDE OF ADJACENT WALL UNLESS NOTED OTHERWISE. 5. ALIGN NEW WALLS WITH ADJACENT EXISTING WHERE APPLICABLE FOR A SMOOTH, CONTINUOUS FINISH. 6. ADD COLUMN FURRING WITH 7/8" FURRING STRIPS & (1) LAYER OF 5/8" GWB EXTENDED TO 6" ABOVE CEILING AT ALL EXPOSED COLUMNS UNLESS NOTED OTHERWISE.. 7. ALL PARTITIONS SCHEDULED TO RECEIVE ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS AND SHALL BE CONSTRUCTED AND CAULKED AS SPECIFIED. FLOOR PLAN SYMBOLS ROOM NAME 101 ROOM NAME WITH NUMBER 101 DOOR TAG - SEE DOOR 150 SF SCHEDULE 1i PARTITION TYPE TAG -SEE ELEVATION VIEW LOCATION PARTITION TYPE LEGEND 000 1A7.00 REFERENCE EXISTING � � NEW — NON -RATED PARTITION SHEET WHERE VIEW IS LOCATED tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED TECT L KENT GRF STATE OF WASHNGTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET DEMO & NEW FLOOR PLANS - LEVEL 1 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GD DRAWN BY: GD/JO co 0o M Lo V N O N O M V 1 2 3 4 5 6 7 8 9 1 10 11 SHEET NO A 1 11 1 2 3 4 5 6 7 8 4 10 FF&E NOTES 11 M. CD 0 0 00 a PATCH DAMAGED EXTERIOR WALL AS NEEDED TO MAINTAIN INTEGRITY OF EXISTING WALL PROVIDE OPAQUE WINDOW FILM AT (2) EXTERIOR WINDOW SUPPLY AREA 114 123 SF PROVIDE WATER LINE AND POWER FOR RELOCATED WATER DISPENSER FF&E SPECIFICATIONS PAPER TOWEL DISPENSER - BOBRICK B-4262 SOAP DISPENSER - BOBRICK B-2111 MIRROR - BOBRICK B165 2436 GRAB BARS - BOBRICK B-6806, 42" - B-6806-42 36" - B-6806-36 12" - B-6806-12 TOILET SEAT COVER - BOBRICK B-221 TOILET PAPER HOLDER BOBRICK B-2840 aF1 FF&E PLAN - LEVEL 1 1 /4" = 1'-0" PROVIDE WIFI IN CEILING ADD EXISTING REFR TO EMERGENCY POWER ADD EXISTING ICE MAKER TO EMERGENCY POWER SOILED HOLDING 11 1 73 SF DESIGN -BUILD ELECTRICAL AND LOW VOLTAGE NOTES: 1. CONTRACTOR will provide low voltage cabling. All low voltage cabling described herein is to be terminated at existing network hub on Level 1 in jack panels provided by Contractor, and at locations as shown on drawings. Coordinate integration of cabling and jack panels into network hub with LCNW I.T. team. All data jacks in second floor suite are to be pulled with separate lines back to the hub on the first floor. No splices are allowed. J-hooks shall be used to support cables above ceilings. Use Cat 6A cable and RJ45 jacks. Contractor to provide field investigation on route, confirm proposed route with Property Manager and coordinate core drilling with adjacent tenants. Route shall be shortest practical route. 2. CONTRACTOR to design -build, furnish and install hardware and all new devices at doors including Security system access hardware. 3. CONTRACTOR to furnish and install Handsfree Intercom 4. CONTRACTOR to provide 2 data jacks and cables to each new jack, unless noted otherwise. 5. CONTRACTOR to add blank cover plates over existing data jacks - do not reuse. 6. CONTRACTOR to use Brevo - LCNW's preferred vendor for the security systems. Connect new devices to the existing security system head -end on level 1. Contractor to hold one coordination meeting with LCNW I.T. and Brevo to confirm detailed requirements for the system and functionality. 7. CONTRACTOR to coordinate directly with LCNW preferred vendor for camera locations. Power and data needed at each location; assume 3 to 4 locations on 1st floor and 2 locations on 2nd floor. 8. CONTRACTOR to coordinate directly with LCNW for 3 wireless access points on 2nd floor and provide power for each location. FINISH PLAN - LEVEL 1 , 1/4" = V-0" NAME DESCRIPTION ACOUSTIC CEILING PANEL MANUFACTURER MATERIAL FINISH LEGEND MATERIAL STYLE/SERIES COLOR/TEXTURE SIZE COMMENTS ACP-1 ACOUSTIC CEILING PANEL ARMSTRONG ULTIMA BEVELED TEGULAR #1942 & INTERLUDE XL 9/16" SUSPENSION SYSTEM WHITE 24" x 24" LEVEL 2 ONLY BASE B-1 IBASE JOHNSONITE RUBBER TOE BASE TA8 WELSH CASTLE CB CORNER GUARD CG-1 CORNER GUARD CONSTRUCTION SPECIALTIES 1" LEG CORNER GUARD - STAINLESS STEEL CO-8 1" LEG X FULL HEIGHT CG-2 CORNER GUARD CONSTRUCTION SPECIALTIES END WALL GUARD - STAINLESS STEEL ASCO-8 1" LEG X FULL HEIGHT FILM F-1 FILM 3M WINDOW FILM - FASARA CIELO - SH2FGCE LEVEL 1 ONLY PAINT P-1 PAINT SHERWIN WILLIAMS GENERAL WALL PAINT ROCK CANDY - SW6231 P-2 PAINT SHERWIN WILLIAMS ACCENT WALL PAINT TBD PLASTIC LAMINATE PL-1 PLASTIC LAMINATE WILSONART PLASTIC LAMINATE SLATE GREY - D91 RESILIENT SHEET RS-1 RESILIENT SHEET SHAW VITALITY STRENGTH LEVEL 2 ONLY RESILIENT SHEET - RUBBER RF-1 RESILIENT SHEET - RUBBER NORA RUBBER FLOORING ENVIRONCARE - 2MM TBD LEVEL 1 ONLY RESILIENT TILE RT-1 IRESILIENTTILE SHAW TERRAIN II TIMBER 6" X 48" LEVEL 2 ONLY SOLID SURFACING MATERIAL SSM-1 SOLID SURFACING MATERIAL CORIAN DESIGNER WHITE LEVEL 2 ONLY WALL PROTECTION WP-1 WALL PROTECTION CONSTRUCTION SPECIALTIES ACROVYN SOLID COLOR WHITE - #949 1. SEE FF&E 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. 6. CONTRACTOR TO PROVIDE LOW VOLTAGE CONNECTION BETWEEN FIRST FLOOR SUITE 111 AND SECOND FLOOR SUITE 207, COORDINATE WITH LCNW FOR REQUIREMENTS 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 0 EMERGENCY POWER ` DATA TERMINAL, VOICE TERMINAL, DATA/VOICE TERMINAL FINISH NOTES 1. ALL EXPOSED WALL SURFACES SHALL BE FINISHED. 2. FINISHES TO BE INDICATED ON FINISH PLAN, ROOM FINISH SCHEDULE, AND INTERIOR ELEVATIONS. REFER TO FINISH LEGEND FOR FINISH SELECTIONS. 3. FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER CODE. 4. ALL MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTION/RECOMMENDATIONS AND INDUSTRY STANDARDS. 5. ALL FINISHES TO BE PATCHED AND REPAIRED SEAMLESSLY. ENSURE ALIGNMENT OF FINISHED SIDE WHERE TWO DIFFERENT WALL TYPES INTERSECT. NOTIFY ARCHITECT BEFORE PROCEEDING IF ALIGNMENT IS NOT POSSIBLE. 6. PATCH FINISHES AT CORRIDORS TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING. 7. ALL WALL / CEILING MOUNTED FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS, HVAC GRILLES, ACCESS PANELS, ETC. TO BE PAINTED TO MATCH ADJACENT WALL / CEILING COLOR. 8. PROVIDE COLOR MATCHED CAULK (MATCHING ADJACENT PLASTIC LAMINATE / SOLID SURFACE) AT CASEWORK. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL TO ARCHITECT. 9. IF ANY ITEMS ARE IDENTIFIED REQUIRING FINISH/COLOR SELECTION NOT ADDRESSED IN THESE DRAWINGS, CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY & PROVIDE SAMPLES OF FINISH / COLOR OPTIONS FOR SELECTION, CLEARLY IDENTIFYING ANY ABOVE BASE BID. 10. ALL FLOORING TRANSITIONS TO COMPLY WITH ADA REQUIREMENTS. 11. FLOORING SHALL EXTEND UNDERNEATH ALL OPEN COUNTERTOP WORK SURFACES. 12. ALL FLOORING TRANSITIONS BETWEEN ROOMS TO BE CENTERED UNDER DOOR IN CLOSED POSITION U.O.N. TRANSITION STRIPS SHALL NOT BE VISIBLE FROM PUBLIC CORRIDOR SIDE. 13. CONTRACTOR TO BE RESPONSIBLE FOR TESTING SUBSTRATES FOR APPROPRIATE MOISTURE LEVELS PRIOR TO INSTALLING MATERIALS. 14. ALL OUTSIDE CORNERS TO RECEIVE CORNER GUARDS. 15. FINISH ALL VERTICAL & HORIZONTAL SURFACES OF SOFFIT WITH SPECIFIED FINISH. tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com REGISTERED TECT L KENT GRE STATE OF WASHMTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 FINISH SYMBOLS PERMIT/BID SET F F & E & FINISH PLANS - LEVEL 1 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 RF 1 FLOOR PATTERN DIRECTION ❑ CORNER GUARD IRS-1 - ' WP-1 RT 1 NOT IN SCOPE ISSUANCE No. Description Date1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GMD DRAWN BY: JLO a 00 M Lo V N O N O M V 1 2 3 4 5 6 7 8 7 10 11 SHEET NO Al m3l 1 2 3 4 5 6 7 8 9 10 INTERIOR ELEVATION SYMBOLS 11 Y 0 w U m a MOP WP-1 3-0" _ 3-0" CV ti M - - - J 1 Kt-b-1 —wN-1 115 PROCEDURE 3/8" = V-0" ACCESSORY PLACEMENT BETWEEN GEL BETWEEN GEL DISPENSER AND DISPENSERS IGNITION SOURCE SUCH AS ELECTRICAL n�i irc T nP FI Pr. PPr.PPTA(.TH F GEL DISPENSERS RFB-1� PLAM SOFFIT 15" DEEP PLAM FULL HEIGHT CASEWORK WITH CLEAR, TEMPERED GLASS DOORS WP-1 0 v m 115 PROCEDURE - W 3/8" = 1'-0" SIGNAGE (WHERE OCCURS) 6" UNLESS OTHERWISE MTG-HEIGHT WHERE FIRE EXTINGUISHER RELATED TO TELEPHONE REQUIRED BY BUILDING ONE IS INDICATED AND CABINET (FEC) (AREA OF RESCUE OR INSTUITUTION FIRE EXTINGUISHER ASSISTANCE) STANDARD (WALL-MTD WITH HIGHEST PART OF HOOK OR MTG- CH ° BRACKET) (FE) TELEPHONE SIGN PLATE WHERE DATA PLATE SECOND IS CH °on q PHONE INDICATED _ _ C> a° M i 00 i i i TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE COAT HOOKS & ROBE HOOKS FIRE EXTINGUISHERS 4'-0" MINIMUM " MIN DISTANCE FROM BETWEEN GEL IGNITION SOURCE INCLUDING ELECTRICAL DISPENSERS DEVICES INCLUDING SWITCHES AND RECEPTACLES ---------- WALL MTD ITEMS WITH LESS THAN 1 1/2" MAX PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS M MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING J MORE THAN 1 1/2" FROM THE WALL CANNOT BE �- ------ -) PLACED BENEATH GEL DISPENSERS GEL DISPENSERS PAPER SOAP TOWEL DISPENSER DISPENSER -------- EXAM CASEWORK (MAY OCCUR UNDER w WALL-MTD ACCESSORIES) ACCESSORIES AT EXAM ROOMS EXISTING CABINETS TO REMAIN WP-1 GYPSUM BOARD RVS OR FRL WAINSCOT ADHERED TO GYPSUM BOARD AS RECOMMENDED BY MFR INSTALL COLOR -MATCHED CAULK (AS RECOMMENDED - - BY MFR) AT VERTICAL JOINTS WAINSCOT - RVS/FRL - BUTT JOINT (NO TRIM) 12" = 1'-0" GYPSUM BOARD ► RVS (AS SCHEDULED)ADHERED TO GYPSUM BOARD INSTALL COLOR -MATCHED CAULK (AS RECOMMENDED BY MFR) BASE TO OVERLAP FRL OR RVS (AS SCHEDULED) BASE AS SCHEDULED WALL BASE - RVS TO BASE. 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 GYPSUM BOARD STANDARD MILLED -FINISH ALUMINUM J-CHANNEL TRIM, PER MANUFACTURER a FRL OR RVS (AS SCHEDULED) ADHERED TO GYPSUM BOARD HEADWALL FRL TRIM (PLAN VIEW) - TOP WITH TRIM. WAINSCOT - RVS/FRL 12" = 1'-0" � MFR'S STANDARD SQUARE -TOP METAL CAP/TRIM OR SIMILAR ► SELF -COVED (FLASH - COVED) VINYL/RUBBER FLOORING (ADHERED WITH MFR- RECOMMENDED ADHESIVE GYPSUM BOARD SUBSTRATE MFR'S SMALLEST RECOMMENDED SIZE FILLET STRIP WALL BASE - SELF -COVED RESILIENT. 0 w U 0 z w w 0 U) co w J Z M tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3625 REGISTERED TECT L KENT GRE RY STATE OF WASMNlGTON LCNW EDMONDS MEDICAL PLAZA - SUITE 111 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET INTERIOR ELEVATIONS & DETAILS - LEVEL1 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: JO DRAWN BY: GD/JO N Lf) 0o M Lo V N O N O M V 12" = 1'-0" 1 2 3 4 5 6 7 1 8 9 12" = 1'-0" 10 11 SHEET NO A6mOl