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APPROVED BLD FIR BLD2024-0583+Architectural_Plan+5.2.2024_8.57.54_AM+42325761 2 3 4 5 6 7 11 I ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE I APPROVED Ems w U m a MOP LCNW EDMONDS MEDICAL PLAZA - SUITE 207 LANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Approved DFM aMr%s Burt South County Fire Date: 05/22/2024 05-22-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITION. 1. APPLY FOR A SEPARATE FIRE ALARM PERMIT. DFM BURT 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET PROJECT NOTES 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF TGB ARCHITECTS AND ARE NOT TO BE COPIED OR REUSED FOR ANY OTHER PROJECT. 2. DRAWINGS HAVE BEEN PREPARED FROM DATA AND DRAWINGS PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY. THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED HEREIN. 3. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT ARE CONTRARY TO THOSE REPRESENTED WITHIN THE DRAWINGS OR WHERE DIMENSIONS VARY GREATER THAN 2" THAN THOSE SHOWN IN DRAWINGS. 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR INFECTION CONTROL DURING COURSE OF CONSTRUCTION WITH OWNER PRIOR TO COMMENCEMENT OF WORK. 5. PROVIDE 24" SQUARE ACCESS PANELS OR OF SIZES REQUIRED WHERE PLUMBING AND HEATING VALVES, WATER SWITCHES, OXYGEN PRESSURE SWITCHES, VENTILATION SPUTTER DAMPERS, ETC. ARE SHOWN ON PLUMBING AND MECHANICAL DRAWINGS. SUCH ACCESS PANELS TO BE INSTALLED IN THE FOLLOWING:A) GWBBOARD CEILINGS) METAL STUD AND MASONRY PARTITIONS. 6. WALL ASSEMBLIES MUST BE MAINTAINED AT ALL RECESSED FIRE EXTINGUISHER CABINETS AND ALL RECESSED EQUIPMENT. 7. PROVIDE FIRE EXTINGUISHER CABINETS OF THE TYPE SPECIFIED. REFER TO FLOOR PLAN(S) FOR LOCATIONS. 8. ALL SHAFT PARTITIONS EXTEND FROM FLOOR SLAB TO UNDERSIDE OF SLAB ABOVE. EXPOSED BEAMS WITHIN SHAFTS ARE TO BE FIREPROOFED WITH 2-HOUR GWBBOARD ENCLOSURE. 9. THE FIRE RATINGS OF ALL FIRE RATED PARTITIONS WILL BE STENCILED ABOVE CEILINGS, EACH SIDE OF PARTITIONS, BOTH SIDES OF CORRIDORS AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 10. ALL GWB IS 5/8" TYPE'X' UNLESS NOTED OTHERWISE. 11. THE DRAWINGS AND THE SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. 12. ALL SUBSTRATES ARE TO BE SMOOTH PRIOR TO INSTALLATION OF FINISHES. 13. ALL WORK AND MATERIALS TO CONFORM TO FACILITY STANDARDS. PROJECT TEAM OWNER: HEALTHCARE REALTY 3310 WEST END AVENUE SUITE 700 NASHVILLE, TN 37203 TENANT: LIFECENTER NORTHWEST 21616 76TH AVENUE WEST SUITE 111 EDMONDS, WA 98026 ARCHITECT: TGB ARCHITECTS 21911 76TH AVE WEST SUITE 210 EDMONDS, WA 98026 PROJECT INFORMATION SCOPE OF WORK OWNER CONTACT 8 9 10 SHEET INDEX GENERAL City Of Edmonds Building Department Work REMODEL Address 21616 76TH AVE W #207 Owner LIFECENTER NW Approved Date 05/30/2024 .......................................................................................................: ........................................................................................... Building Official Erb C41*,te-oor Permit Number BLD2024-0583 VICINITY MAP RYAN YOUNGMAN 3s Clinic (206)495-7226 RYOUNGMAN@HEALTHCAREREALTY.COM 216th St SW 216th St SW Swedish TENANT CONTACT: Edmonds Campus BETSY BRAUN 0 (425)229-5060 v BETSY.BRAUN@LCNW.ORG 4— 9Frontier Dermatology PROJECT LEAD: JEANELLE OWENS (formerly SeaTTle Skir PRINCIPAL IN CHARGE : GINA DAIS 425-778-1530 JOWENS@TGBARCHITECTS.COM 3 a a L 2181h St SW 218t St SW Q Little Sunshine c, 3 Pediatric Dentistry a Justin Paga , DDS, MSD r` O WinCo Foods SUITE 207 - DEMOLITION AND REMODEL OF SUITE TO INCLUDE STORAGE AREA, STAFF WORK, AND BREAKROOM. AREA OF WORK 876 SQ. FT. NO EXTERIOR OR STRUCTURAL WORK LEGAL DESCRIPTION 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 OF WA REG #09732-033 TAX PARCEL NUMBER 00461000100101 AUTHORITY HAVING JURISDICTION (AHJ) CITY OF EDMONDS APPLICABLE CODES BUILDING CODE: WA STATE BUILDING CODE (IBC WITH AMENDMENTS) - 2021 EXISTING BUILDING CODE: WA STATE EXISTING -BUILDING CODE (IEBC WITH AMENDMENTS) - 2021 ENERGY CODE: WA STATE ENERGY CODE (IECC WITH AMENDMENTS) - 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 3. ELECTRICAL 4. FIRE ALARM Pa hology �, Associates ed Lab Q Eye Clinic of Edmonds Corn stone G0.00 COVER SHEET G0.21 LIFE SAFETY PLANS G0.22 PARTITION TYPES - UL DESIGN 419 ASSEMBLY G0.23 CONSTRUCTION ASSEMBLIES ARCHITECTURAL A1.12 DEMO & NEW FLOOR & CEILING PLANS - LEVEL 2 A1.32 FF&E & FINISH PLANS - LEVEL 2 A6.02 INTERIOR ELEVATIONS & DETAILS - LEVEL 2 A6.10 DOOR, FRAME, AND PARTITION DETAILS CONSTRUCTION TYPE VA OCCUPANCY GROUP B OC�UPANT LOAD 29 W a Cogir Assistec 216th St SV Edmond Orthnne Dick's Drive - Hamburger go EVgc yl nsuranc roup Q9- Starbucks 19 Panda Express Ell Chinese S 220th St SW _ 220th St SW NORTH BUILDING LOCATION rA Z� KEYPLAN 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 36M REGISTERED ITECT � YKENT GRE STATE OF WASHNGTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 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 1 2 3 4 5 6 7 8 7 LEVEL 2 10 11 NORTH SHEET NO OGOmOO* �e x (D LL J 0 U a co N co N O N CD V 1 1 2 3 1 4 411'� � FLOOR PLAN -LEVEL 2 -LIFE SAFETY ZI � V 1" = 20'-0" FLOOR PLAN - LEVEL 1 - LIFE SAFETY 1 " = 20'-0" )RTH z N 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 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 SECONDFLOOR BUSINESS OCCUPANCY SECTION 304 GROUP B - BUSINESS (876SF) 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 (365SF) 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 (190SF) 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 713.4 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 --- ---- SECONDFLOOR BUSINESS AREAS TABLE 1004.5 321SF / 1 OCCUPANT PER 150 SF GROSS = 3 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.5 365SF / 1 OCCUPANT PER 15 SF NET = 25 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.5 190SF / 1 OCCUPANTS PER 300 SF GROSS =1 OCCUPANTS SECOND FLOOR OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 29 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 NON-SPRINKLERED WITH AN OCCUPANT LOAD OF LESS THEN 30 EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN NOWSPRINKLERED 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 NON-SPRINKLERED 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 CHAPTER29 -------- 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. 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 30, THEN 1 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 wl EXIT ACCESS TRAVEL DISTANCE 25'-0" COMMON PATH OF EGRESS 25- 0" 4el 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 C 25 REGISTERED ITECT � KENT GRE STATE OF WASHWTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 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: DRAWN BY: NORTH SHEET NO ®�GOm2l GMD 1 PA 3 4 6 7 8 7 LEVEL 2 10 11 1 2 3 4 5 6 7 1 8 tgbarchitects Y UL Product W BXUVP533 - Fire -resistance Ratings - ANSVUL 263 scan" pp5grt,'425/Pm,t_rrWur*rrtrASS�nDy lFyiyFlc(tarrpr - Authorities Having lunscfction should be tonstloed n N cases ss to the poik%Aw rewnemer+ts awning the ir"tallation @rod use c4 Ut Certified prnrujON evuivrn,ent system. dwekes, and materials A r, n t utfhorriies W lu sdcton should be constlMed beRore cars roct4r+. e Fee resistance assembles and prod.ons arc developed b, the design suomoter and here been 1••tr esbgalted by, UL for complarce wan apphca de requren+errts The pubirJud nduanalto, corwvdo alm%wy% adthrott •very twelncton nuaret P six ourAerod n Ifs Irkl • When field issues orrsc n 6 recommended three frst contain for asststarece be the technical wrote stall provided by, the prod,ct varojucturer noted for the design. Users tr fire nevostece a%srmtaie s se advised to coml 0-e general Guide Informal for esch produtt catr9my and Path group of assembies The Gunk Inbrmabon ixtudes spot lcs concerns. altemale maoanals w,d altemale, methods of constro cten. m Orly products whrcn bear Ul's Mark are considered (ertfied 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 err. t—el l-Inrrraltn trr Fre-r.ystir. a Rents•. AWI-l-a. Y1 -. IArl .-r Ln rN1 ct•,r.•. D riali-, CntMr ale As,eol %&VOrrri '.w al 1-1 .•nil+•.• /-d f rid m .dam- . F"t.- • Ati-ul[ _1 ritwz f-. ,-and•t. [ry:n fnft taro A 1-.stic V.r.•n:-•. Design No. PM November 30, 2022 Unrestrained Assetrbey Rat.ng 1 Hr = ofrims+ Rating - li Min This design was evaluated using a bad tsrsiur I .0-d utht* eAan the lilnit Statc-s Dutiun Mtthod (e.g_. Working Stress Design Mcleod}- Fat l� i%dirliutn vrnpluyintl the limn States D•%ogn M.tfel surh m Canada a land rest—iinn focior sham be used - See Guide Rxw or IIXUV7 ' Indecors seoch products shall bear the UL oa cUL Ce"IfKatlon Mark tot yvnsdctions employing the UL or cUL Certtocatoon Isuch as Canada) respecbiti i 1, ' . -- - t .�..a- -- ` _ - CD U_ I� �� , /. -• ' i rr'S5 a m�nr �w\ !-, i Sll.al \ ' r6 :�'% , SAA Ahernw* Ceihorg DamWW - Maw nom 11-118 in king by 13-5/8 n waoe. fabricated from golwwnited stets In"fid in accordance' with the imtruchons provided by the manufac..s t, iAae damper openings rot to esI[iad 76 sq in per 100 sq R of calling area. 6AEENHECK FAN CORP - Model CRD- 3IIYWT W SAB Alternate Ceiling Damper• - Mao nom 12-109 n. long by, 14-112 on. aside. labncated from paWncred steel Insu filled n accordance w re the instnict*m provided by, the rrtmnla•.rw IAA. ,iernlw rtxnngs rsM In etgePtl90 h in per 100 sq R of Ceiling at" GR99NMCK FAN CORP - Mcdef CAD-)29WT Sot Afbwnetw Cc" Dangling• - NNe 12 n dtarva r daerpwt mithn Pus 1 S ire bp. 1 S in tagalst bw milli more 12 n by 12 r% remotion attesting Iibritmod from g.rvaniwd .1wt Aggregate arty of the register opennglsl through the Ceiling membrane shall nor emceed 72 sq. on. pr 100 sq ft. d oearg arcs. Damper assemby installed in accordance moth the nunulart.rw % ro-aaloalicn instruthom FlusatIN compokN► - Msrxbi rtDrT-SR 5AD AlbomMe Ceiling Owmpar -Mau 12 cot. 6ar++stw dampw and niuWrd rtgiasor box ab6wrWy The maimum sit& of tho ragi6tat has auee Idly it roan. 20 in long by 20 tie ode and 4 in hggln tab'rated from pole steel The aggregate area of the register epenngisl through the celing membrane shall not emceed 128 sq r. per 100 sq h of ceiling area D.vnper .tit r rfifr r%IAbc! set Arroxdantme with Ihr mw-ufacflo mot r*mAlwto, in trucfiom SOUTHWARK METAL MF6 CO Motlet 9XI avBue SAE. Allermwo Ceiling Dasareper• - Max 20 in Ions by 16 in midi by 4 n. high reaangulat damper moth plwaum ban 46s m"bfy. The masdmun, outat dinmensonb al the plenum boa arse-"). are 23- T r' r, .:cq by, 19-1r2 n. wide and 17 ,w high fabricated from load 1-112 to 2 n th4c Trout Av Duct board tit' Tote aggregate wea of the register openinglsl through the ceiling rembrane shall nor esreed IW sq n. per 100 sq h Ceiling area Damper assembly nscaled in accordance with the manutacturers rdoilatlon instructions SOVTHNtARK METAL MF6 CO CRO w,06 Bum SwF. Aiewnab Coiling DanoW - Mai 14 in lag by 14 in aide and 18 in high te.lrng dampot moth boat o box assemby, fabricated from gait it" TTw "geeg� area of tM C3 register cFe'vnglsf through the ce4rg mv+brane shall rot esceed 96 sq n per 100 sq tt of ceiling area Damper assembh riled m accordance with the rmanufacturen PGU13tlon Instructions, SOUTHYRRRK METAL MF6 CO Model SOO mi'Boot S10 w,9dr. SOO milBos a StOwmw SAG Alternate Celip Dominant- - Imawinun 20 n bong br 18 ,tt wido by 2 118 im. his fabokated hum Leawnuwd st■wl PLr un bug magnum bets num 21 a Latq by 18 in mid& br 161n sigh labrtataa hum •Mom, Lmo.wluwd ✓eel u, Classifed As Duct WaltorJs bowing t/e L1L CLi 0 a Climb 1 ngd At d-LI nAtvJ Msulmd in efctoede+ce with Ile aWneetidni provided by the mesJzturom. Mr aenpw openerigs nor to tece ed td0 sq rot. pot 100 sq R of cring sea NAKOR MOU""S INC - Types 075x O755,k 0756 0756D. 0757. 0757D. 0757iP• 07570FP, 0763 SAFE AIR DO1^KO - ,3A5S O4SW 0454 Ok56D. 0457. W57DL 0457-08. 04ST-C8, 0463-FR ONS749, 0463-GO La453 •..-1 I Ahwnsto Calliing Damper' - lees morn to- till I, long hr 'O I.sl In went►, fahwAwd Im:m %4kd row! tormi Inetdlad v ar.-crdaxa wrh 1M rainren-% pmedrd by, Ile rnenutarttmt• Maw. i,-per -v— n-, -nit e-. rerrwo %4 sq n pet Ion mq ft nt ruing arrm GRtINNIcK FAN cORP - Madge CRD-)wwr 6 Faring Channob - Rriikem channels t rmed of 2S MSG t i ck gala steel. Instalad pafpsn6cular to fit* InA6a iltem 21, spiced a rev of 16 n. OC when rho k"Labon iL Fitted e the ccciezle] spaced. or a Pao of 12 in OC when rxulabon is fitted In the concealed space. draped oyes the reslient channel,ogypsum bcerd ceolreq membrane. a wen insulation applied 10 the undr►sgyr al tow rmfing rythrm I11Pm 1: C►ssnrwh owdapp ed 4 in or splices Chantwit ❑rertlnd r4Vagrlr at maltoanl Mutt torK lepie•d 6 ire OC1 a% %hoar n the above ikRMelion, Channels wanted eo each truss with 1-1/4 n long Type S screws fsA Stewl /ramig Mmnbwe-1019iunal Not Sfxrwr¢ - A4 an elterneae to Item 6 - Nan 12 R (346 tri lung man tuatnert mdJlws (w•prttert ulat to wood lit.%%H and y:ac•d 46 U r, ;1.2_ mil O: Idar runners suspended from trusses with Nei 12 SWG gale steel hanger *arcs relably seared to the bottom chords of ttoe misses with screw attached steel ceps and spaced miss 46 n 11 ie2 ml OC Nan 4 it (1 22 mil long cross times with 1-112 in I0 meal woe tote Instaled perpwwfmisr to man runner end spaced mar 16 in I*X mmi OC Cross toes located 4 In I102 minty From each side of butted gypwn board end pints. Ends of steel framing members at walk to be seappeCoW by gary or pared steel angles of ch►nnels wren min . n ,25 mot} henrorrial leg. ARIWSTRONG WORLD W40USTOWS INC - Type DFR-WW 6t Alternate Stsal f raw" Memben- - lOplionol NW Showr1, - As an alternate to form 6 - For use n cari*n or roams perry a vwsinym wdM, dimenson of 14 R (425 oN Scowl tam" members consist of grid runners, Iodcng angler mail mddVg and hanger bars LacWng angle wail frdldong swasold to marls with steel pals or screws spaced max 16In. 1610 mew¢ O( Slots of locking woe well molding parallel with hanger bars to be aligned wan tabbed cutouts. in bottom edge of hereger bars longer bars spaced maw 50 n I1 22 ml OC and utisparided with Nei 12 AWG slew) haargai wires spaced true, 48 in 11 22 mil OC. Adjoinnq lengths of hanged bar to ovedap 12 in 130S mmr i and oo be secured tOgootiMr and vuopended by a %Jihad haragat are, A mot tladtaru of 1N in 16 tool l ihail by, nurstairied b✓.w•em test ands ul Ihr loemi bar+ ircl Itte, walk Card runnon cut-to-lwe9th and rastaltd perpencl aailar so harper ban and spaced mom 16 n ,:406 mml OC moth additcna grid runners Installed 8 on izw mrrh) OC at gypsum board end joints. Grid nAmers parallel moth waif to be topfsed mite 16 in )406 rnr51 Frcan alrl Frd► of grid rurrrn to rmml not And ongagm vat% of kKking anal wall making with a cleArArxr of 3,re n (10 rrrn) to 112 in 113 mmi nvtrolained b twee- each slid of the, grid rtnner and the mail Bub of grid runner to be captved by tabbed cutouts in bottom edge d hrgor bars ARMSTRONG WORLD iNOUSTRI[S INC - Type DFR IItXO S tt= Alternate Steel homing Members' - ITvot Shown) - As an artemate to Item bA - Man runners nom 12 ft 13 66 mI ". spaced 72 in f183 rqi OC. Cross lees nom b it 0'63 n,l r:f1g mtt.l6.11 perl..mh:.aA• I.: noon rumen rid %paced 16 es i406 mm1 OC Additional 6 ft Icxeg tfrm Ise% rtq.arad at real gypruam bard mend jest with hullo:! 9rp%.r-a tx:wd red N nits cerettttd be'wten cross tees spa W B .n. I�03 mml CK. Ttw main rumors and cress tees may be riveted or screw attached to tree mall angle a Channel to tacaltate the r "I'r, ri•r.m1LOWnin ARMSTRONG WORLD W40USTWXS INC - Type 0041-MM m 60 Rniikmt Chswmels - For i to milli 7A-Fcrnwti from nil 2S MSG goal, %cowl irr"Imicl perpsgulkJar to humsm%, specrd 16 in OC Chrns4% wt uratl lu ow:tt Ira%% with 1-tA in "Type S bugle head sitel saews. Charnels co ertappxd 4 Ire aat splices. Two Charnels, spaced 61rs OC. Contrned opposite oath gypsum panel end joint as shown in its Abrowt iltnstrelrer Add4snal thsrntas shall eglwd mn 6 n beyond each side edge of panel Inwisbon Item 3C is applied over trr re ilieftt thanneittwitsum, panel ceiling nrmbrwnr yD L 6: Steal FralerrYq Members' - INot Sfsows < - As an attematt to Item 6. Airro q chamek ale Steel Framnq A{tsnbtn az described below a literal Chwwek - lmo ned of No 2i MSG gdv steel 2-W16 n or 2-23f32 in wide try 7A n derpL spaced 16 ,n OC propmirdkcuisr to trusses whets ran insJartlrn, Illerm 31 se, fitted ,n the ccA•ceale d space or 12 in OC othier insulation :Item 31,% fitted in the concealed span. draped aver llhw tumng channellgypsarm board CeiMg membrane or 16 in OC wh.n nsubhon Otems 3 a 3iV is fitted in the concealed space draped over the lhrnnng ei,enxVgypsum board telling membrane and a second Byer of gypsum board Is attached a 2 . "",, � I l 1 - ice. +` `�-t 1 . __ ,. — r- '-!�.�'✓,� T... .fir � Ems'_ f - �..-'' \_- 1 •�-._ j ��i '''fir -- �J �� 1 y i" . . / .. `, .. .. ___ ...w�....+•.- .— r / .- I-- 311---� �3r'w-] Y� '1 n Rgelitg Sp JMW - Acy UL Class A 6 a C Roofing System 0GOIJ) a PIWO Roof Coveting (TFWZI actrOgNot for Vise over man 15e)2 n thick wooed OnKlUfal pwrek seared to trusses with No. 6d rhgsd stuns: naik spaced 12 n CK along each buss Supin having equal or greater withdrawal and lasiral rlasistarii strength mar be, substituted for the 6d nails. CoroWuctoon adhesne may tie used with either the nook a staples 2 Truww- Piklied chord wood tnnses, spaced a mow of 24 n OC fatricated from nom 2 b y 4lumber, with lurrober one oted wenitally or honramoly Truss meembeos u,cured together with 0 0356 m thick gale steep plates Plates here SJ16 r. long teeth projecting ptrpendicsbr to the piwe of the plate The teeth are in port tocrng each come lmrsde by, the same pufM lorm✓g a split tooth tyys plate Each tooth Pus a chisel point on its outside etdg1e. Thesse points are diagonally oppocile each other for each pair. The top half of each tooth has a Mist for stiffness. The pars are respected on approotmatey 718 in cerners with four notes o1 leetln per -rich of plate width. WIinam the Wei intersects with the IrAeroor leis ul Ihr agtwriat ,.all, tow mot true. dwptlo Jtiol tar• S-1.14 in moth a min 000t ikrprs ul 3112 ar'd a r"in A%Vf&p Iruu dopN, d 18 in. Wleow 1ha truth inledrreh with Ihr lltlWk r Ists of the ectenor malls. Ilse mn truss depth mar be reduced to 3 n f t1 a Wits and bla lets iltem 3: are used as shown in the above illustration (Afterreate Insulation Placement) and am firms packed a2artt the rt"tnoKlion of five botlrm ,herds and thy, p/rmnnd sharelhng 3 Betts and Blamehat • - Ot:fiunal - Glacs fort irru.laLivih tithed in 11w LunrtImAled span, draped owsr Ihr sal lwril thaino4t arid yrpvuni wwolbuad rrii1t4-wnft2ldye or IAU*ndd to ursdrrvde, r4 r-M"g tythem Ater giA%% Ibmet rnaslahm, :warms then LIL ClatvUKOen Matting w, to Surface Ruming ChsrmctwnEr% ".'get fir" kP%%fAir.., rrr.r•y t rein density 0105 pct. 3A- Loose rill Mlaterral• - As in alternate to Item 3 airy loose /rill malotnar bearing the UL ClassAcaticn Marbng far S,wtace Burning Chaactensrnd hating a mn density of 05 pct. 3b. Fiber. SprayaO• - As an aternate W Ism 3 - Any thickness of sprelt-appied cellulose mrslKern materiel, horti a nom density of 0.5 Itv141. applied with •aster. aver the (GiAitnt chaueellgyp6urrl board tai log meanbrans motion reslwnt charguais ad gypsum board atta timam a modified a6 specified n Items 6 and 7. Fiber, Saprayed 6 aapplied with m ishwe in accordaroee with the apalrcabon enstn etions %Woed moth the product The finish rating when Fber Sprayed is used hare, not been deoemvned. AIterrute applcatoon niel!•ad The Rbw a applied wAfocsde waled ay, adwvwo n accordance with thy, appicAlion infitrutbans v,ppl ed with A minimum da+6ity ul 0 S IWIl I oar tow neat irnl chartnd,'gypsrrn board coning membrane mlegn rcvlrent channels and gypsum trmrd ansetv"ent Is modified as specifier! n horns 6 and 7 Alenatem applo-minn method Thy, fosse is apptlied achicoA wale of adhrA%a to a nominal doonsity of 35 bblfte bahnd netting Iltem 91 staplad to Ihr ratters It* nongrog is stapled at both lower edgos of the rafotfs atatYag a C rvly to accept the cellulose Fiber APPLOf&M GRfa1FMBR ADOUGrTON LLC - INST35 IN5745( NS7SMD, and SANCTUARY rot arse with wet a dry alpplication WSSKCD. INSt SID. INSSAI LD. IN573x NS7451.D. nsuknat and NS'7Tt.D are t'_+be used lot,}y Mile-aso, ony 3C Calo t InsulNlon - @ Ms ally @UrA&W, Loose FIB• sr F&K Spared• -,Jilt described above! m Items 3, 3A and 38 - :For Use with Item 7A Not Stecooll - Mee,, 3-1/2 in thick moth ro find on n".urrum th"recss tnt&d ,n the concealed space. draped over vie rem lent channel Iltam 6Dtrgyipwm board 0tem 7At celing msmbrant. m t, Item r - m en a s i t t th n h 1 3O Foamed Plaster ;As an alto ate c 3 0 3A Not Showrtl Spay tioa siAotion pp td d sect y o e u de+sde of the uriderside d M+e moo rig sysoeno Inem 1 Spray f.-mm nt%.a Al Ken iowUllod In a mwomum thrknol col 10 r. of a notarial 0 S EMeR s dmmel aide mwntaring A minimum 8-112 n c smart" tslws w+ Ihr tp4y foam inelAs cre and the gypv rn board %,Item T,( When spear foam ✓""anon 6 used, resllent channels ntMf 6) shall be ra filed r..sorrum 12 In CK. with channels adjacwn: to Writ pints at gypsulm boord Otetn 7 j installed at 6 n OC to allow fa meermum 3 in sweig ah ends of the gypsum Ccssrd joinb Gypsig- board ;hem 7110 be irotaled ysing 1-114 In long Type S ernes, spaced vaaitnum 8 in OC• and b.msd end Aims sthal be staggered mn 2 R wdthn the assembly ale occur midway between the Contiril 6 furring channels. If used moth a ceiling damper Iitems 5 through 5W on t►he concealed space. mr+i m— 1 an. clearance to be msevareed between damper housing and spay hsm Insulation Not a ,sluated by, use moth IIu-•e 64 IlnLvigh 6F SAES FOAM INC Sucrassal 3E. Feasmed Plastic- - (As alternate to Item 3, 3A a 3B Not Shown - Spay foam insJation applied dif&Cilr to the underside of ttw roofing system Iltevn t 1. Sprat foam rsudshon nstatled to a rtasrrsum thickness of 10 n at a norldria) O.S Ib/hI or ZO Ibe to density. depending cr+ the product Installed Whe+, spray foam insulation os oistalled msiloeInt channels Ineem 6I shal be installed namioormi 12 in OC, with channels adiscerri to butt loots of gypsum board Iltem 71 spaced niesor Burn 3 in away, hem gypsum Wit pints. Cy;n Am lard Atern 7) to be, r%ulard utry minmum 1-1 j4 ,n lung Typer S %t rsw� spa rid mwsrrnAm 8 in OC, and buathad •rod pink th al for %IAggor•d min 2 A milhn tt'em asse�-mdy, and oxw mdwwr between the continuous kxrong &wrek. r used with a celinq damper litanies S through SAB) in the concealed space. minmum 1 VL clearance so be maintained be! n camper housroq red spray, foam nwlshon Not evoeiluseed for use with hems 6A through 6F Bs[AiI COORIP-Sommetwell, Nhl EnMRas G FE178s SprytnN 17FA Sws�tes g12106 Wsiknew 2GQ WS/nue US aMdMes US-K aid NYkt"l ":'+ �! W Foomewmd Plastic- - ill are AIter •NIP ten Ran 3, lA 3Q X of 3D, Not Shommenl - Spray form ifevAstwi applied drd,ety ki the tefodecvdw of Mw v,danodr ut flip rsoutng tystam pa Iffal 11 Spray, loam rsuLauon installed to a rroan^um thickness of 17 rt at a reomi al O.S b>A 9 density,. io le n►arxasnnq a mrlm,^ t • 112 in clearance between the spay foam L rvoubhnn and low oruym txmrd Iltrm 7: When spry lessen insulation is used resilient cMrrslls Iftem 61 shall by, restated mammum 12 ,n IX with ct'arsrek adpColnt to butt lams of gypsum board Illil 7I nstaled at 6 in OC to slow lot mailm%rm 3 n. spacnq off wds of the gypse.an board loints Gypsum board Iltsm 71 to be installed using 1 114 in long Type S screws spaced msaeimwn 8 in O(. and butted end pints sea$ be staggered min. 2 h within the assembly and occw mwtimay between the ctor inuial fuvwrg chro "ods if used a described n Item 7 for strd Iranvng members Channels secured In hisses as dexnbed in Item f.Ats frds nil so)ne-in) r•vinneri nrl[darsed 6 in eve her! n-v2iii with Oraihle strand d Na 18 SWIG galy steel are near each " of oremi b. SUM Fra "Manbws - Used to attach tumnq channels ;rem M W trusses IIteso ZI Claps spaced 48 In OC. RSK-1 and RSIC-1 12 75) dips secured to alternating trusses roi No 8 by 2.1/2 n coarse drywall spew tfvcmNri% the centef gtrArmK RSIC•V and RSK-V R 7% dipso seetrefd to aloemstng tnosses with No 8 by 1-1J2 n coaye drywel sctw.v through the center hole Fuming channels ae friction forted into cleiw RSK-1 end RSIC•V clips for use with 2.SV16 n wide hrnng channels ASK•1 a PSI fed ASIC-V e2.751 tips for use, with 2-23132 n wide AIrrV g duarncic AdjIcol channel ay,& owdapped a6 descnbad in hen "a As an aftemxe,, ends of adjol chanwK may be aredlapped 6 In. and secured together with two self -tapping No 6 framing screws- min 1f16 in long at the media lint of file orerfallo Toth are screw on each Aarige of the charvoer. Addnocr•al clips 1ra-ued it: Mary furrrq thdrvwl them vylpor t the gy ouen board bull joird* as daerabed n ham 7 PAC INTIRNATWHAL L L C - I)p m RUE-f, RSK-V, RUC-1 ,j At RSK-V 11.M 6- Stool Freedom" Monmbars• - INot Shown: As an alternate to Item 6. a. Furrony Chariness - Hat -shaped furring d+arr'ek. 718 in deep by 2-516 in wide at the base and 1-114 we wade at the face. formed from Nb. 2S go. ¢ell steel spaced nrao 15 n. CIC perpomlaide to tri"a %arid Cad RaAed Channels Cann 66b;, Wl%sr+ Asulation 6 Iltom 31 ii ussd, spacing rasutwd foo 12 n. OC Furring thavurs cwaured to CL.+J Rallied Channels x every Imersesebon with a 1/2 in pan held zeN•trllinq screw throtgh eadn fuming channN leg. Erode, N axaninq channels v.erlapped a In. grid tied togethher with too dnutat %trend No 18 SWMG gain %droll win fret, allow sl tooth mod of oswdsp. SuppYwmedital !Avery (fIMVWM at m4tP layvr *rid Ixatar layer gyp,ulrn WiArd b"It jninl t Art rqt repaired 8srts and Vanities draped over ftyvrg rha•nels n descrted n Item 3 Two Isyers ri gypsum board attached to hying channels fro de scrknd r Itr'n 7 Is Cold Rolled Charmrwb - 1-1,4 in by 112 in, tornwd from No. 16 ga gwv %hge, poulieorrd .s.•fitaly And paAlmel ec. t•u%w% fretoe-fnttd Iron the eMnfwl eddy on Iiw Stage Framrq Me�tcrs Me', 68dl Agoinnq Lengths a cold relied channels upped mot 6 in and are tied tcwthe' wtr, twc, double strand 18 SNG gary steel were nits, one at tad+ onid of cry, -bp t Mocking-'Nfrtr Uwe, design rota% rot pronil Brost full n:edact ul Ihr haaprr hfAtkrl A fsace d nomr•a 2 bj 4 in i"new• Ihl=kiry;h •tin f r. lung to ;mdrril full %rrdAa of the ta-,Wi Craciet. so be seCLfed .enc�alty to the side of t,e truss .;tens Zi at the top and bottom of the blocong at etch Sleet Framing \{ember ;hem 6Bd, locatce. d S" Foaming MonboW - Hongers spaced 48 m OC mom along less art served to the Nodong [Item 68c1 on aberraling trusses wth a single S,'16 In by, 2 in hex 1•eaO lap bar, ,or tots, +6 I -114 In drymal screws through mowntfrog hok4s: on the harger bracket. The two 1 f4 ,n. long steel teeth o on fhe rangef are embedded in the slide of the blcck nq. Hanger gxwtinnod tin bxxkng srat lrswkng bull haaight ad,.rUed ml that lurnng ahannoth Art IWn war+bottom of tru%v% dwfrxe 9firmum Lrurd r "Alaticn Sling goal rat hanged chywn :,ef ma'uta:turcls instructions KINETICS ItOrSE CONTROL INC - Tyor KIN. 6G Steel Fr aminq Members- - iplot Shown) - As r alternate to Items 6. a Furrong Channgee - Formed d No ii MSG gain %Itrl 7.316 in midm, by 7/8 r, d•ts„mtdled pwpordoitaler to wtxxl mt atharAI rren same ChentrieN A:ro A ,-wit cif 16 n OC when n;,nsJatar' Iltem 31 k ratted N Ow conceaed space or a mao df 12 h CK when Insulation o)tem 3) Is tided in tte concealed space CTnar"ts; sewed to busses as descnted n Item 6(b Ends of adpoter g chwvreis overtopped 6 n and tied togritoem with doubbe strand of No 18 A" gsltommorrd steel are near each end of avvi It Stntl fra mAng blelmbeM - Li ed In attah furring cha+nols [town 6Cs) to truer%:nor+ 21 Clips, fac%rws to the bottom d hard nil death trust o�4 we OCI with ore No 8 by 2-1/2 in b rg cca•soe drywall screen through center grommM Furrrq chariness are fnc0dn totted Into clops Adjoining dharv+ek are overtopped as described in Item Etta As an alte,naoe. ends of sdjoevng channels troy by, inerdappold 6 n and secured together moth two sell -tapping No 6 framry screws mn 7/16 ,n long at the modpont of The overlap with one stri!w ex+ each lorry of the dnarrel Additional clips required W hold b rang channel ihst suppofts the Vypv+" board butt pills. as described in Item 7. PLiTeO INC - T%pe Scroll Cop W. AMentlatt Steel Framer" MMlbeW - INat Showier - As An alttrnate to nems 4 tumng channels and Steel Finning Members as described below. aL Flaring Channels - Foared oil No. 25 MSG gain stria. 2 SIB In aide by 7A n deep, sexed 16 in C1C pe'pe dicular to trsssses When ire"atic. Item 3, 6 used, the tuning channel spscleg 9-ol be reduced to 12 m O( Channels secured to joists Its dexrthed r Items b. I, Stool I re,rw.rag M"mbem- - Us►d In anal Furring Ihrne It ["van a) to thr wocxl anima. Ilhan 21 Clip% spaced at 48. OC ant! het nark In tfer hcfeceIn d If•e ou%tw woth ants 2 in Coarse Dry val Screw moth 1 In dam wasrer througln the center hale FutrYig chains ale are then friction fitted M dips Ells of channels are atnupped 6' and t od together moth dn,or 5-,Io td rf No n8 AWG goWnized steel wire Acidbonal ceps are requited to hold the Gypsy+ Butt jOrfS as described in Item 7 STUIDCO suit DING SMSTFMt - RESIMOUW Sound, hoafnar+ Clops - Type A237 a A23111 n Alfarn4tm Shoal Irmo=" MownboW - INmI Shown! - As an altwnoM to Aena 6i, lumng ctunnget An:! ikmel Frani.og leiltinntion wit dr%c titer d heenw Furring Channels - Fonrtad of h10t 25 MSG gary steel. 2.112 in. mide by TA n deep, spaced 16 in CIC perperdicular to tr.tsass then ins r.ce, Item 3 is ( sot'! tht wring r.hannrl %poring •i-aI he reduced to 12 in 0( Channels secured to jorsls n dexrtbed n Item be !i Stool f raa.rg Mambas- - hied to atUgh furring r hinges Jolene fU to tow al Uu%v I Ilt•n 21 Clgn "ad al 4a' OC Ana we ureed In tow bmlom of Ihw Ifusbw milh arms 2- I.. r (_r 91f ;:rfmaf I ;trcer •Mth 1 ,n wan warshw through the cer'llee (role fuming channels are then hetbon fated into clip» Ends d r,a-w-mk we rwedapp ld 6- and tied tog Cher with double strand of Nei 18 AW'G gah.aritad steel airs. Addnlomtl dips are raquirad to hold die, Gypsum Bus ,darts as described rot Item 7 REOUPOL AMUKA - lypm snn►wG rip r. Gyypom BosW - Nom St'8 on thick 48 n. wilt rattled will kxq dimenscc perpendicular to resilient chworres moth 1-1/8 on. long Typpe 5 screws spaced 12 in. OC and locale i mn of 112 n Isom sale pirol o and 3 in im m the end yorrAs At end jornh own, rrsirsrt rhennah we used exter+drng a von of 6 n beyourd both rros of the joint N1nen ins%Awtsor* Ism 3 a 3A Fs drapeed aver ttlr resilient channdlgtp6trn wallboard calling mtmb,ar•e screws" be irtmalled at 8 in OC h1ATTONAL 6VPWM 00 - Types eK►L PSW-G FSW-C FSK-G, FSLG Vi►ain Steel P#wWny Mawobwa• Item Wl are laud gyooun board %nctalwd with long timera,on porponclsoiler to crow wwee with sodstarts corawd /o-g man r"tren arld mod prrx aarstrad a" I,ma see% 4rpuo- beard ,aeund wo come wee% with 1-1 its In Long typm, i bugm, hoed scrswt epawd 12 n OC min taw ioW e d is we- DC along and tnr*L rrryou n board Ago mee.rea to man �! tunnets w rh ' ,n lcrg Typ• 5 "Ie head screws midway between cross oats Scoters W"D sdes wcl t •ds of bards spaced 3ro to 112 in from bw,d edge End joits d lee staters stall be a6 9Am"! mitt, sp»rq trhn"-- ri'its en adW.e" bwds not less than 4 ft OC- e r1-win Atem'-era stress Framing Member' , r.r tall wit uwcl 9sti ufli trcord %hvv n nitAlled wth Img dmornmrn (sNm, ps'"I prrpertdr.Lt on flow grid rumen wan the rid Inms sugoi min 41 h and ce•teved b e(idetn gid fuiroe,s ls••_r art +Liked d n OC Prix to orestalanai cif the gypsum b:erd shells. backer s-r• ps corsestog of now 7 3-4 in ode by M ,n long piects of gypsum Wind are to be Laid asop the grid tuinrw Ranges and certemed oiler each booted end jOiriC &::anon. The t ad,e' amps arc to Ce sec"eV to dhe hangs of the grid IWr<ns at cppcafx Comes of the with a ceiling :lamps• ;heirs 5 tnrough SA81 n the coreceesrd spate no clearance is reeirysery bother n damper f•rxisry tend spray, foam invulabon NW eveiusil fw use with hems 6A through 6F SES FOAM IW EamySmJS 4 A„ Duct• - For use moth ceiinq dampers - My UL Claw 0 a Class 1 flemtble air duct Installed n accordance win t1',e nstInictoom provided b/'toe damper manutacnrev Ceiling Dareelai - Masimr m nominal area 324 sq in h/alxaWm sq are size 16 n by, 16 n Rectangular sues not to emceed 324 sq n, with a masgnum width of 18 in Masimurn danpeer height a 14 in lrntalkit) n atrcrdainceh with lama meatitAatbasws inmtallilion intoruatm% truoded milli tor• dasrmpau NMtsimum damps• uperrifigt riot to aswed 162 sp in per 1C0 Sci h, of Ceflnq area CAS A! PRODUCTS - rA:wtge RD V I P W TORFF - Model CFD. S21 !%A AlWnatt Cep" Damper• - Mae horn a•ea snal be 2Sb sq n. wth the leriq�th not to emceed 24 In and the width riot to emceed 20 in. Mai neigh cf damper shall be 17 h Ar rr r %li I m 1 in r m In 'n w h , city, ,g gel► das+pmi opertirhgs . a not a cued 28 Ke Ps' 1A0 xf h of ceiling area flu par tMled s ectoedtence d the ma+ufscturen mturlab . e,%tnsctitrss provodPd with the darrorf. A %I" gllo shall be nstaled in accordance with nstalatbn instructions CAS AMR PRODUCTS - Model RO-S21-iP, 00.5,21-fxP POTToot" - Modokcfti Sil-IF, Cf WI•NP S5- Allen aw Coiling Damper - Max nom area shall be 144 sq in with the length r►W to estCeed 14 on. and tie wQh not to escced 12 i e Mask height of damps shall be 17 718 in Aggregarle dar-per aped a4Ws shall not emceed 74 sq n per 1DD sq h of ceiling area Damper nstaled In accordance with the menufacturen imistilartgn nestfuchons prvrmded wrath vie damped. A owl gal a sisal be installed in accondance with installation In6tnttormi CAS AM PRODUCTS - Model $ID-Sa21-9Q RD-S21-NI190 pOTToot" - IAcdok rtD -%11-tat Cs0-Wl-t11FVP SC Aherne Caing Damper - Mausnum plan"" boa 6umat nom 19 r% long by 19 in wels and 11.718 in lisp faricawd from galwfwtoW itaal tYulad in attcedmitr with thr minuty - rers ,nslallsnan estnsctoona provoded with the damper. Madn►uno damper openings not 00 Nceed 128 sq n per IDp sq it of celrq Ares. 41RE TECHNO1.01WS. INC Models CRD model 50 au600t. CAD mod l SOFA W9001, CAD model S5 owbool CRD model SS EA-A-Scoa�t LLOVO INDUSTRIES INC - Massy, CAD WAIT CRD i5-EA BT CRD SS 7. CRD SS EA 9T Ahernestle Calling Daaoper' - Matlmtrm plenum born size soap. 13 in long by 13 ,n. ode and I I.7/8 n fogh cal rcalted tiom Qaloarl steel Installed in accordance moth tare me illf. •.err+ tWid Learn rtfnaciom promoded with that deortpoor Msioner t damper openings mot so eeteed 50 sq in pw 100 %q R d raging arms LLOVD INOUKMIRS INC - Masotti CAD Wgf -A CnD 7?4DA-�T-A CRD "AFT h CAD'S 11.01 •6 (RDYy?w I-BT4 5E Alarnetr Ca" Odrrmpmr- - Maeimwn cue tailing oullst in planar but ram 12 in brig hr 12 in wide Plenum lea fdbticarid been geolwritod faieL rsslalad in acccrdanto with tshe manutact.ren installation rsmictoom proode+d with the damper. MlaunMam damper openings not to emceed 72 sq, in per 100 sq ft of Ceiling area. AIRE TECHNOLOGaES INC WAOL CRD model 50 au6aot. CRD wodl SOEA role -Scot CAD model i5 w1foot CAD m del SS EA w,10C4 LLOYD INOUSTRIES INC - MaW CND SOO 958T, CRD SO-EA�9S11T. CRD 55�9%7. CRD SS EA MW = Alternate Cost" Damper• - Mao size ceiling oantet In pleroum boo norm 16 in keg by 16 on. aide. Aggregae damper openings shall not emceed 128 sor in per 1DD sq ff of : r Irg arr.t D drrl:r- roalmd in acrmclante with the mrnufoodurser► rat4lenion inwuctiom provided with Mile damper CROWN PRODUrr% t0 ReC - Modrk CeD10-K,i7-47-CP,-60-CP, CADWIlGFM-41•EA-CP, -60-fill L LOVO INpU4TRuc INC - MoMs CRD 50 ;GPB-4 Z - 42 Nt .6.0. -G 0 Nt CRDWEA FGP9 4-2. -42 Nt -60 A 0 NI 14 Alownwto Calling Dmtlmee' - Mass pMnam h om site nom 15 n long by, 15 n wd m and 11-718 in foo fsebricaW fran gafv strrl Aggregate damper openings *of not eaaetd T2 sq r- F,or I _C sor •1 ut Calling area Damper nstalcd in accordance, moth the marrufacturers nstalaton V6bucticelS provdad with tits damper LLOYD SNMTRlt$ INC - Mlodels 4i-CAD-LT-BT and 45 CRD-LTD 8T S- Afilarmab Coiling Dompow• - Moor cite, ceiling cudiM r plenum boa num 10 r. lung trr 10 n wide Plemam boo fabrkAfad hunt 941. %Iwl Awomejalr Luo'"t up»r.nyv J•aal teat rueert iil v; in lots 100 sq R of teling area Instiiled in stcardonce' with tfemi mrufWilllw% nt#A$O* n nil IACtiom pt'"C'ed wdf- the d4"IJw LLOYD INDUFTOU INC - Masdel 41.-ITO-9S-4--4 '• Allermtse Coiling Dswipt'r - Moor plenum bon size room 19 ro long try 1 S on wide and 11-718 in. high fabnated from galv steel A»•e}ste damper cpencgs snit not emceed 4, sq c pet 1:C sq +1 A :nlnq area Damper installed in accordance math the manufactuters instalaten rat-uct/oris provded with t,e damper LLOVD INDUSTRIES INC - Model CADSO w K BT SI Alternate, Coiq osrispet• - Max. nom area shall be 349 sq in Max overall length and width shall not &*cacti 18 1 I /16 n. by 16 11 /16 in. with roan. 16 in. by 16 in rogisttr opso+ing Aggnognw damper oparingi shJI not totaed 17S 6q ow pot 100 sq h of ceiling area Damped instilled in actor6t of moth the mahulaKTMert installation r4arunio'6 pocoded with the damper. An al,mro um a slimes gnlie (Hein 9j shall be inssalled In accordance with instalation onstrucbons MIAMI T1104 INC Model RvCFDO SIC AMermrot Ceiling Damper- - Uelrg damper ilk fan assembly Max note wee shell be TS sq n wth the length rot W esceeft 8-9e16 n, and the modth rcv. to esceed 8.3N n Ii Mao( ha 4hf ut d.r-pJ%If thAll le 9-7,19 ei. Aggiagare damps oponngs shall not "mad 38 sq in. pot 100 sag R of caring area Damped shall be nscalad ,n comberaation with 4,a of IW tea models descnbed in and on accordance mtth the man,/bcbAm Installation Instructions pmosded moth the damper. A plastic grlle shall be installed on accordance with r•MAIAIKT „rtat Utllnln DCLTA [LICTRONKS INC - Model CAM GAR-CRD. IIC, END badoet strip to prrorot the t%n-ka, strips loom being vpihed dtrog screw attaxhwent d tie Orpium board shoats. GyQ6Un board fastened rognd rurwts with drywall screlrs spaced 1 on and 41n Irusi rim, ode erns aid roam 8 ire OC in the leld of oil bard. The butted ale pketz a m 10 be saculed to the backed strip with Na tO by 1 112 In long Type G twnermi ng keNrG located 1 r loom rarh %mir rem the ce,tird •r.t re nt a-d •pored I in venal 4 in tiom tM made yata't and row e n OC n t►er fMld of tie board W-wi ater-da Simii Fwwrmisq Membon• lmew 6CI are seed ppu.m bcerd Nvwh i italed! rode oong dwemroh ;side jorW4 par ierelt tier to ems, 6 A brig Dross ton milt this ad 0sols %la4u*,vd men 4 It ant so^fwd botmeedi uomi Iwo which aw spateed 8 in OC Gypwm bard wile lunt► not octue to inel ur bwMewri man tuxw•i Prior to in6lAllea ew d dw ryypwm board sti baton wpm taYalrig of now 7 lea in mole pieta d WA m"ri board a t to to laid alu p Item CtoN IW Rargon and ,wi ened oral sail butted Ned FO tt (otaIHI1 The Ertkw i nfAt am Iu by we tomej Ito UN tangos o) the cross tees at opposite «rnen cif tar twi- stnp to praiser Itr betiw strips krxn berg Iip1 rloe d d.nng sersrv-attsctwneet of the gypsum booed sheen Gypa"n has-d hnorned to cross "" small drympl seresss spaced 1 r. wad a 1, team the sssr'torts and mw 4 in C C n fat' hro d the bcaed The bi+ged ehd )Nn'h are to be secunld fo the back- smp wrti Nn ID try 1 � lei n long''li G tore wing screws lasted I in tmm twh srde of the tutted ell pat ale spaced I in ale 4 ,n Ircm the sode, lorris sad mow e n IK in the Avid of the "tit 7A- Blum Boerld' - For use ws7o Items 3C asrd 6D Nom SI8 on thick. 48 re. wade gypsum panels nstaled with loss dimension perpendocutar to resilient chariness. Gypsum panels factored with I n long Type S bugle Formed,aewl mormms "twd 8 n OC and kxAlwd Amin of 112 ,n from tick+ jur4% and 3 of 4um Item, wed jeli And te.Rlwd on d loimv 4-al tow slag a red •tin 16 in within Ihr assernhy and cxc ur mdwwr hNvum-a the continuous leafing rl,arw,ris End hints xruned to Math tr iise"I thsnrxls as stews" n mind jorn dNAi Finish Rxnq open this ceiling system is 24 mot. Nei to Dt used merh ceiing damps items 5 S.W. NATIONAL 6"WM 00 - Typo FS" B Rob "Sysllem - -Not Shawl - Vroor, dry o► permitted ►art coripound applied In two oasts to pots find screw -heeds: pamper tape. 2 on. wide. embedded in host layier of I nnlpa.srtd mtr ail Itureit At on alaorrate nom 3J32 r. tick swoon pimutr may brit Applied to the mrdre surfatr d gypsum "albnmmd 9 Distress Predeme Waded in Alr-hemadling Spmesa•-Autonaxc Balanctr+g ValvalDarmpw - 11a%a Shown - Ophonall - Fat use wiPo item SM, RtAlin Compuny'6 Maid CFC71 da-per ICAiySI, Ceiling damper ID oe provided with plenwro boo' per damper msnutacto is nstructoo-e anh side outlet only. Entire assembly to be in%alled rho arty LA . Cis%%LI I:t Clam, 1 Ir■i:cw An duct n accntdw,re with Nw "rcliel prowdwd by Ifw x.tcr, tic balancry v4tor,'dr•pw, neamrlwttrw MtTAI OWUSTIMS INC - rAr.-rl AtV A Apo-1 AIN-t Ind.cNr► much products mhall bey, Mew UL or Wk. Cwtification Mat* Bo prsria6ctiorr employing dw UL or tUL Certifiusion Iatdh as CanadaX respw Body. -ast Updated on.1022-12-01 Ter apperramct col a comewo's rams or poodtol in the database does non in itslf assire thx produces so identified hale been manataCharod usdn UL Saukom6 Fdbw Up Snrmcs ONr iMse products bao-oil the UL Mark shoed be comidined a> be Car11&td and covered under Ut. Solutions Flow Lp Servict Always kook For tyre Wrk on the prodeKL UL Salonons wo men the rcp,cesw"on of the ma o mal cocwroed n Product ,O su beta 10 the fo/a" con ditiof s 1 The Glade kdtnnancwt ArAq"UIPL Comstnuoaais Designs, systems P44M Cerbieatilom iliesf miAl be peesersid iA they, snlwry ,arid in a non midetadimg matinee. without any manipulation 0f the data In drawings. Z Tots sutanent 'Rtpenled from Pvedua to moth psrv.nsion from LA Solutions' must 4ppow adjacnrt te the tsUactad waoa ill h addnon Ile faporHed Ovate ral entail ndsade a coporrot of rot t► a folceiii fotmat ' C 2023 LAL LLC' I 1 `.. AhernNw Coiling Owromper - Ma. mom wee shall be 324 sq ,n Mae sg arc seer shill be 16 in by, 16 in Rectar+guior sites not to ecceed 324 sor in aatei a ruse length of 20 r and A mac width of 22 r', Map height of damper shall be tt in A,ggroll damper openings artII not tr*cewd 1S4 sq h per 100 sq h of call" arfat Damper mialad in accordance a►n nail manutrctvtr s retalatoort instructions pro,vaded with the d roper M aFllmrxlm or steel /pals Iltem % shall be instzAed n actadance with rsteltatmr+ e'eb'{/Cloonca, UFIRED SWRTSCH Ccap - tripe C-Saw-wr a C-51R-WiP iMas non ate* M4 sq lee} or C-SrR-WTS C-WIt-WTPS e7Aaa now area 162 sq I, j C .�1 �-1 4 I A r AhernMm Cmilin Dam - Mwt m 1 n 1 in w' 4 n h h n f t m (v ♦ ate,► der g per' dRnper sax by sire nomn 8 keo9 by 8 tile and � g a 8 cisrn alx+re rid o gar .see 99^'9 ix' uperon:r; shad I -ct cecoed IU sq in. par 100 sq R d call" area. Damper Installed in accordarot with the manutacmr airs instalabon ostnucteora pra+ded with the dampef. AMIN COM ANY - M*sdal CFD7r CFD7r•END-6T, CFD7T-90-BT, CFD7T-STV. CFDTT S6, CFD7T-Ala DB CFD7F IM u CFDA7 T SN AftwrAle C,Nling Delmper• - Optional -Casing damper EI tan assrm"y. Mai: nom area shall be 75 sq in with the length not to emceed 9-11A r. ar►d the width not t0 emceed 9- V4 n Mlle tsmighi col dompeer J•al tie 9.716 in Agge•goer dw*p:tr npo"rwj% drag not erteed 45 sq n per 100 %q It nit redrg sots Damper %tell bem installed n combinalinn wit!• one of the tin modals described r% and in accoodavA omi the marufa-turM's installation mstructens pfa%lded with tfet damper. A p4Tstic grille shall be nstafled in accordance wrh inttallation estrti'.ins. DELTA tLECTNONKS "K - Model SIG{M 50 Aherna4me Coiling Damper• - Celing darno t 15t tan A%%errl:fr NAo room arcs %-Ial by, 111 tq r with Ihol lergilh not to mallard 11-1,116 in a•rt IMP width wit In emceemd 11-7/8 n Aggregate dappd• openrol shall set esteed 66 sq or per 100 sq h of cerlrg arcs Damper shell be installed n combrrtron with one of the fan mooek des e,ted r1 and we acts dance wtl•.'h a manutacturer s installation irmnoctions provided with the damper. A plant grille steal be installed in accordance with installation nsminiom. DeLIA ILKYRONKS iw - model SMT{AD Sa. Allomate Ceiling Darlper• - Cnlrq darrpe, IS tan assemby deep tn.ssm Men nom area shall be 103 sor Ire aRh vie Length not to escead TO- IM 1n and the width slot to texceed 10.118 in Agir,"Vomu dw yT.vt openengs +too ncmt es Bled 52 sq n per 100 sq h of te4rhg sPs Osmpen shaft be installed in car"nshon with one of the tin models dexnbed h and c acco-da•ca Mth the manufa.1wa's irri allation instructions piaWea moth the, dan+par. A plastic grille stall be, installed in accordance, moth installation naoruanioeti PANASOli 0011►OIIATIOK MM"MC OOR►OM"ON Of NORM AMBWA - Modal PC ADOSCS SQ Ali ~* Calling Damper- - Celing damper 8t tan assembly. Mao nom area slot be 113 sq ,n. with the lwgth not to escted to- 113 m. and the Y*M not to eoceed I I AM n Aggrcger• ourpr• nt»na•vi shall rot retard 57 sq n per 1C10 sq h of Boling area Damper shal tie irntalled n canbisatgn with one of the fan yodels drxribed n and in atCLmdan(o wth,'ht manutatttrer s insulation Instructions pomided with the dampen. A prasxc grille shall be installed in accordance with installation nstruniorra. BROIAN-NUIONE L L C - Woods' RDf L%T 59 Alternate Ceiling Damper - Ca lhq damper A +an assenri Mao nom area shoal be 79 sa sot with the length riot so emceed 10 In rid tf a wilt, not to emceed 7-1 SJl6 h Aggngo l• da-per npr,-an7. Josh riot meview 40 sq n per 100 sq h of nvlr+g wrote Damper she$ be insUakd n cant:irytion with new of thy, tan nmcsdris dilxnbid in mod n accordance with, the manutaAuoar's Mwrahaticen Instructions prce.lded with the damper. A rnstallk grlk shall be anstaolod in accordlrKot anh ,esullabon h60ucthons GROAN NUTONE L L C Wedsk FD31 and RDN Alternate Ceiling Da mqW - hloo plenum boo( six nom 19 n. long t y 19 n wilt arhd i 1-713In h1C/n fabricated from gale steel AWegale damper cper►ngs shal not esxeed 1 n . I m I:— 100 5q h d cewng arms► Diermot imisllod n dKcorde mKv w4h tfer rnenulstt�xer. imtallatmn ,nfolrAttiorq Fitt-odrd with the do- pet METAL-rwe INC - Wadley MSCD-K Ind M1CD ur ;T Alt rnate Caiwg Omop W - Coiling dampaa A fan a"amCiv kill nom Aroa Thal l W 87 v:i m wffh thy, la+gah not to twi ed 9 ire a•d the width sal to wised 9-11116 n A,;gr.•q.Y.t• da-per operongs shall not emceed au sq n per IDD sq tt at ceilrej area Dairp;e' stml be installed in combnabon wit, one & the tan remodels described In and n Y n-rda111"'M1,, thy, nunulaT.rer♦ irrt4lMlicn in%tnuham Frtratlomf .nh Nw tlwrpe• A Fanner gnllr %tut !:e mNailem! in MtoMw*c• moth imlarlsha:n rdnctio+t. e,DAN•NUTOIM L L C - iMlo.l RDf rA'T S+u. Alownate Ceiling Dailowpw• - Ceiling danprr fl fan assembly Max nom Ated shall tors 87 6q do. with thy, Iw9dio not to ascwd 9 in rid de wdih rat to emceed 9'-11116 ie Aggrcgre da-Fet opertnZs shall nor emceed 44 sq n per 100 sq ft at ceirg area Damper snal be installed in combination with one• of the tin mi�defs described In and n WEE darer a with, !tw reunulaet%rwl rint414,111 n in%huthont ptr.idost with ttw dampw A pia lee grille %ha$ ben instalW in,ectordare• with in%tarishnn roolnclicrol, BRDAN•NUMM L L C - Mbdro RDMve'17 5V AWnaMa Ill Ownpar - Mae room 21 in king by 18 in wide, fabricated fran gaewnaad sKol Planet boo mac sine nom 21 in. long by 18 n. wide by 14 in. high Goner dortnsionl fabricated from either golvsnroed steel or min 1 in. thick Listed Duct Board bearing the UL listing Marinq havng a mn R-Valued 4-3. installed in accordance with the rnlructkra prarldad by Item, ma ufaelured. Nis darnpw opeoni Vii. not to woeaed 180 sor in per 100 W A of r mlry a•ma GAEENHECK FAN CORP Model CRD 1WT S'N Albomals Ceiteq Deampol - Mas t atn 12 in long by 12 in. wide with an 8 ire diarretef damper, Ulificatad Ram ga/oeanmed stoat Imultad n accordance with the nsinactom prcode'd by err_ msnutf c-,rer Men( damper openings not to eooceed 72 sq in per 100 sq It of cehrg coat. ORMNNICK FAN CORP - Modge CNt>IW I SX AMerwMe Coiling Do mfol- - IOpbonal To be used with Ate Duct sNrn 41 f a use with nor 16 n deep trusses Mlle 12 n demeter dar o er who insulated register bow asseemkAy. Tiro matenum size d Va regater boa asaambly is rom. 20 ,n. long by 20 re,, wide And 4 ivt high laborcatad from gab stoat The aggregate area of the fagostsr opering:sj thfo,gh the casing rnsmtrre 41.r1 not "Low 128 cq n. pat 100 6q fl of etiing awe Damper Ai6ednby rxtaled in accordance wi tle flem, m:nuteaclursti i•-dulivon insetut tiorri, AIRS TtCHNOl.OGKS INC — Madre s711 `,n Alta mate, cording Dempoe' - Mar 20 in Iortg by 16 in wide by 4 m high rectangular dsn+ppr with plenum box assembly The morimtrn Ware dnoensrorn of the plenum bat aua^L4% r; 23 ,it la y Ly 19 1/2 h wide and 17 re,. high tabncased from Gild, 1 112 so 2 in thick Knaul Air Dun Board M•. The aggragate are of the register openwgis) through tlhe calling membrane shall nor o et"d 160 6q r. pot 100 sq h eeikng ati Damper u6anby railed in accodance with the movr.fictutrn sanction instruction . AM 1 KHMDIOdM INC - Seem S8 5Z Allwneese C.eelbog DereOa• - Maw 14 in long bay 14 In wide sal 18 in ligh rebrog dmongw with boot or bov assermb►y,. fabricated From gelv steel The wg?egate area of the a register opennglsl through the celonrg me -bane shall riot eeteed 98 sq n. per IOU sq h of ttsing was Dsmp- assembly, sroW $ed ,n acc,ordonce with the rra-4acturen ILL rnfAlalix-V ifritiuttitim - A1Rt TICHNIOLOGtS INC - Modem *,I -M'toor_ 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 3625 REGISTERED ITECT l KENT GRE STATE OF WASHNGTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 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 to In CV (D V 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 3625 �) REGISTERED ITECT L KEIV► GRi STATE OF wASHWTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 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 Y x c� U- w U a 1 2 EXISTING WATER HEATER TO REMP I I I I I I L 3 IN c� z 0 Of o5o U w w Cf) 2-1 owo I I I I 3 I I II I I I I II L-------J I II I I I ___ o o II / Lu 2-10 LL,i/ w Q ci w o � SALVAGE AND REINSTALL o o DOOR/FRAME TO NEW LOCATION Of PER THE FLOOR PLAN I SALVAGE AND REINSTALL WATER DISPENSER TO THE 1ST FLOOR SUITE, CAP WATER LINE PROTECT WINDOW TREATMENTS DURING CONSTRUCTION DEMO ALL FLOORING„ WALL BASE, AND WALL PROTECTION THROUGHOUT SUITE NORTH PATCH REPAIR CEILINGS AND WALLS AS NEEDED FLOOR PLAN - LEVEL 2 - DEMO 1 /4" = V-0" DEMO PLAN SYMBOLS ROOM NAME ROOM NAME WITH NUMBER DOOR TO REMAIN 10 1 & AREA 150 SF -WALL TO REMAIN - DOOR TO BE DEMOLISHED I -WALL TO BE DEMOLISHED C j NOT IN SCOPE I _ I III L----J L---J GWB F_ _1 8'- 0" AFF - I I - L__ __j L_J L_J __ =: I I I I I I I 0 I� -----___ REUSE/RELOCATE EXIT SIGN Ji IL_J L_J LL_J L_J i 1 CEILING PLAN - LEVEL 2 - DEMO 1 /4" = 1'-0" DEMO RCP SYMBOLS EXISTING DEMO TO REMAIN + T T ++++� ACOUSTICAL PANEL CEILING GWB CEILING — SMOKE PARTITION -ff-M,,,rr-M 1-HOUR FIRE BARRIER 3= i 2-HOUR FIRE BARRIER jNOT IN SCOPE 4 5 1 6 7 8 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. L3. 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, WALL CONSTRUCTION ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS DISPLACED TO TO MATCH EXISTING ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH ADJACENT WALL LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 10 12 A6.02 5. ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS CREATED BY PROJECT -RELATED A6.02 DEMOLITION OR NEW CONSTRUCTION SHALL BE CLOSED AS NECESSARY TO MAINTAIN FIRE -RATING, 11 OFFICE ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER -PROOFING, VAPOR -RETARDATION, 2075 13 ALIGN EXISTING 104 SF INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED 1 STORAGE TO ACCOMMODATE DEMOLITION SHALL BE REINSTALLED IN LIKE CONDITION OR SHALL BE REPLACED WITH - 2074 LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 61 SF ��- 6. REPLACE OR REPAIR ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, EXISTING TOILET SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. STORAGE E2ffl 2071 3915F L 7. THE OWNER WILL REMOVE ALL EXISTING MEDICAL EQUIPMENT FROM THE AREA OF WORK PRIOR TO TURNING 190 SF - o THE SPACE OVER TO THE CONTRACTOR. NOTIFY THE OWNER OF ANY MEDICAL EQUIPMENT REMAINING IN - L THE SPACE. 8. CONSULT WITH THE OWNER PRIOR TO DEMOLITION ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE 073 OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE -0" 3'-10" L 2'-7" OWNER CAN TAKE POSSESSION. WALL CONSTRUCTION CL TO MATCH EXISTING 9. ANY MATERIALS AND EQUIPMENT INDICATED IN DRAWINGS TO BE SALVAGED AND REUSED ON THIS PROJECT ADJACENT WALL 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. 7 10. STABILIZE ANY EXISTING -TO -REMAIN BUILDING COMPONENTS THAT BECOME UNBRACED DUE TO SELECTIVE WALL CONSTRUCTION 9 A6.02 OR PARTIAL DEMOLITION. PROVIDE A SOUND PERMANENT STRUCTURE PER CODE. TO MATCH EXISTING B4 ADJACENT WALL B4 RESPITE/WORK 11. PATCH AND REPAIR ALL EXISTING WALLS &FLOORS AFFECTED BY DEMOLITION TO MATCH ADJOINING ROOM FINISHES. 2071 2072 CR 365 SF 2070) 072 CR A6.02 CR VESTIBULE SEMI -RECESSED FEC, JL INDUSTRIES 2070 6 ACADEMY SERIES, FULL GLASS 69 SF FLOOR PLAN - LEVEL 2 - NEW 1 /4" = 1'-01, DESIGN -BUILD MECHANICAL NOTES: FLOOR PLAN SYMBOLS ROOM NAME 101 ROOM NAME WITH NUMBER 101 DOOR TAG - SEE DOOR 150 SF SCHEDULE PARTITION TYPE TAG -SEE 00 1i PARTITION TYPE LEGEND —ELEVATION VIEW LOCATION 00 A7.00 00 REFERENCE EXISTING NEW - 00 NON -RATED PARTITION SHEET WHERE VIEW IS LOCATED RGDI ArG nICDI Arm 4rT FDnAA -STORAGE 2071 - ROOM TO REMAIN POSITIVE PRESSURE WITH A CONSISTENT TEMPERATIVE CONTROL BETWEEN 15 AND 24.5 DEGREES C (59 TO 76.1 DEGREES F) NORTH fA 'k 2 CEILING PLAN - LEVEL 2 - NEW 1/4" = 1'-0" CEILING SYMBOLS AND SPECIFICATIONS LED 2X2 OR 2X4 RECESSED LIGHTING, DIMMABLE LITHONIA LIGHTING BLT SERIES LED, OR SIM 0 LED VANITY LIGHT LITHONIA LIGHTING FMVCSLS VANITY LIGHT, 24", OR SIM 0 6" LED RECESSED CAN LIGHT FOCAL POINT, OR SIM NORTH FLOOR PLAN NOTES 1. FLOOR PLANS MAY NOT INCLUDE TOTAL OF ALL REQUIRED WORK. REFER TO CONSULTANT DRAWINGS FOR POTENTIAL WORK IN OTHER AREAS. 2. SECURE NEW WALLS TO SUBSTRATE WITH FASTENERS LOCATED 2' FROM EACH END AND SPACED A MAXIMUM OF 16" O.C. 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. NORTH ® KEYPLAN 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 3626 REGISTERED TECT L KENT STATE OF WASHNGTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET DEMO & NEW FLOOR & CEILING PLANS - LEVEL 2 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GD DRAWN BY: GD/JO Q s 1 1 2 4 5 ® ® ® ® ® ILLUMINATED EXIT SIGNS LITHONIA LIGHTING EDG, OR SIM 6 7 8 9 10 11 NORTH SHEET NO ZI Alm12 1 2 3 1 4 5 6 7 1 8 4 10 11 c� J U 00 a TEMP AND HUMIDITY MONITORING, FIO TEMP AND HUMIDITY MONITORING, FIO FF&E PLAN - LEVEL 2 1/4" = 1'-0" 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 'U-U_ U_U `� co 7- I L_�a I I ° —_j I � L I I I 60" AFF I III 60" AFF — I — — — + I III —_J II L L— I I I I I I I I =7 RESPITE/WORK ROOM 2072 365 SF 15X17 SST DROP IN SINK WITH GOOSENECK FAUCET AND WRIST BLADES PROVIDE FILTERED WATER AND INSTA HOT SYSTEM (INSINKERATOR INDULGE OR SIM) WIRELESS ANTENNA IN CEILING 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. S. 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. 1. 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. 3. CONTRACTOR to coordinate directly with LCNW for 3 wireless access points on 2nd floor and provide power for each location. FINISH PLAN - LEVEL 2 1 /4" = 1'-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 I RESILIENT SHEET - RUBBER NORA RUBBER FLOORING ENVIRONCARE - 2MM TBD LEVEL 1 ONLY RESILIENT TILE RT-1 RESILIENT TILE 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 FF&E NOTES 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 CRA 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.tg barch itects.com 3626 REGISTERED ITECT L KENT GK STATE OF WASHINGTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET FF&E & FINISH PLANS - LEVEL 2 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: GMD DRAWN BY: JLO Q s 1 PA 3 4 5 6 7 8 41 10 11 SHEET NO Al m32 2 �1 x 212 OFFICE 3/8" =1'-0" ACCESSORY PLACEMENT PROVIDE BLOCKING IN WALL FOR NEW OWNER PROVIDED TV AND MOUNT 3 ELEC. WATER HEATER 4 B-1 1211 EXISTING STORAGE 3/8" = 1'-0" 5 OWNER PROVIDED, OWNER INSTALLED COAT HOOKS " 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 ulnu�cT (1R FI F(. RF(:FPTA(.I F HIGHEST PART OF BRACKET) (FE) HOOK OR MTG- CH ° F ** TELEPHONE SIGN PLATE WHERE IF - DATA PLATE SECOND IS CH 0) PHONE INDICATED o 00 � i i - M � 00 TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE COAT HOOKS & ROBE HOOKS FIRE EXTINGUISHERS PAPER SOAP 4'-0" MINIMUM " MIN DISTANCE FROM TOWEL DISPENSER BETWEEN GEL IGNITION SOURCE INCLUDING ELECTRICAL DISPENSER DISPENSERS DEVICES INCLUDING SWITCHES AND RECEPTACLES o ----------3 WALL-MTD ITEMS WITH LESS THAN 1 1/2" MAX ------- ----� — _____1 PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS EXAM CASEWORK °O (MAY OCCUR UNDER w M = MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING JI MORE THAN 1 1/2" FROM THE WALL CANNOT BE WALL-MTD ri ------ PLACED BENEATH GEL DISPENSERS ACCESSORIES) GEL DISPENSERS ACCESSORIES AT EXAM ROOMS GEL DISPENSERS U- w 6 I II I II II II n II II n II n II II II II n 4 II II II D � 211 EXISTING STORAGE 3/8" =1'-0" 0 v 200 VESTIBULE S 3/8" = V-0" WP-1 U-I 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" = V-0" ;CAWill u13e , 1.4 9 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 12 -1 $00 1 2 3 4 5 7 ONWER PROVIDED, OWNER INSTALLED COAT HOOKS 8 MI IM MI L B-1 211 EXISTING STORAGE 12 3/8" = 1'-0" 301 326 18 27 30 30 15 15 SST DROP IN SINK WITH INSTA HOT AND FILTERED WATER 24 24 7 209 RESPITE / WORK ROOM Appliance and receptacle locations shall comply with 2017 ANSI 117.1 sections 308 and 309. GYPSUM BOARD STANDARD MILLED -FINISH ALUMINUM J-CHANNEL TRIM, PER MANUFACTURER 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 w _ FLOORING (ADHERED -- _ - _- - WITH MFR- z _- RECOMMENDED w ADHESIVE _ 0 co w LECOMMENDED WALL BASE - SELF -COVED RESILIENT 10 11 INTERIOR ELEVATION SYMBOLS 000 — CABINET TAG INDICATING CABINET TYPE PER AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS 12 ► WIDTH IN INCHES 12 HEIGHT IN INCHES 12 ► DEPTH IN INCHES DESC ► DESCRIPTION OF MODIFICATION, WHERE OCCURS PROVIDE LOCK, WHERE INDICATED gb architects PL-3 MATERIAL TAG, SEE FINISH SCHEDULE t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 ABBREVIATIONS USED ON THIS AND OTHER ELEVATION SHEETS INCLUDE THE FOLLOWING: Info@tgbarchltects.com CH COAT HOOK www.tgbarchitects.com 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 DOOR SWING Fr----------�� li li I � li li I � li li ` I li li I � li li I II 0 � Ln I I I � I 209 RESPITE / WORK ROOM 3/8" = V-0" L B-1 PROVIDE BLOCKING IN WALL FOR NEW OWNER PROVIDED TV AND MOUNT SOFFIT PER ELEVATIONS 1'-3" RECESSED -TYPE ELECTRICAL RECEPTACLE U) 0 1.4 CU FT TO 1.6 CU FT GROMMET COUNTERTOP MICROWAVE. w CONFIRM DIMENSIONS w WITH OWNER 0 w +/ V-51/2" z ,1 DEPTH OF TYPICAL 1.6 ICRO10 U w L? - CV J¢ � U _a +l V-41 /2" o x c� w LIGHT VALANCE WHERE OCCURS V-6" TYPICAL UPPER MICROWAVE CABINET 1 1/2" = V-0" SINK CABINET. 1AIAI I nnklnlTInKl nn nA n7l AInn1/ NM COUNTERTOP, NM FILLER PANEL, )ON, UNO K 4M REMOVABLE PANEL 12" = V-0" 1 1/2" = V-0" 6 7 8 9 10 11 3625REGISTERED TECT L KENT GRE Y STATE OF WASMINGTON RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LCNW EDMONDS MEDICAL PLAZA - SUITE 207 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET INTERIOR ELEVATIONS & DETAILS -LEVEL 2 ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO A6mO2 24003 1 2 3 4 5 6 7 8 DOOR TYPE LEGEND 9 10 FRAME TYPE LEGEND 11 Y WALL TYPE SCHEDULE TYPE STUD SIZE THICKNESS FIRE RATING HEAD CONDITION INSULATION TYPE UL# B4 3-5/8" 4 7/8" NR 6" ABV CLG ACOUSTICAL BATT 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 TYPE B1 & B4 - NR 3-5/8"MTL 6" ABV CLG 1 1/2" = V-0" 20 GA. MINIMUM, 2 1/2" MINIMUM c� STEEL STUD OR TRACK (BRACE) AT 4'-0" OC MAXIMUM - ALTERNATE DIRECTION OF EACH BRACE WHERE POSSIBLE CO w U m a 75 a FASTEN CLIP ANGLE TO BRACE WITH (2) #10 SHEET- METAL SCREWS UNDERSIDE OF EXISTING STRUCTURE ABOVE I I 20 GA. MIN. METAL CLIP -ANGLE. SIZE AS NECESSARY FOR SECURE ATTACHMENT TO STRUCTURE/DECKING ABOVE. FASTEN SIMILAR TO DETAIL FOR PARTITION ATTACHMENT TO STRUCTURE/DECKING ABOVE 3" X 3" X 3" X 20 GA. MIN. METAL CLIP -ANGLE - FASTEN TO BRACE AND TO RUNNER/TRACK WITH (2) # 10 SHEET -METAL SCREWS TOP RUNNER/TRACK (SLOTTED OR NESTED OR DEEP -LEG AS NECESSARY TO ACCOMODATE 3/4" DEFLECTION) - INSTALL SNUG AGAINST CEILING GRID STUDS CUT TO ACCOMODATE 3/4" DEFLECTION FRAMED PARTITION PER FLOOR PLANS - CONSTRUCTION MAY VARY PARTITION TOP DETAIL- BRACED 6" ABOVE CEILING 1 1/2" = V-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- BRAND COMPRESSION STRUT OR ANY OTHER APPROVED OR ENGINNEERED SYSTEM, USING LIGHT -GAGE FRAMING, ELECTRICAL CONDUIT OR COLD -ROLLED STEEL SECTIONS. ATP(�I,MVED OR ENGINEERED FASTENERS IL O o O O O O SEISMIC BRACING FOR CLGS GREATER THAN 1000 SF. AND CLGS UNATTACHED ON 2 OR MORE SIDES 16 GA METAL -STUD BLOCKING GYPSUM BOARD CONTINUOUS ALONG LENGTH OVER FRAMING AND CASEWORK, TOP AND METAL -STUD BOTTOM BLOCKING o (2) #10 TEKS SCREWS AT EACH STUD 0 I I I+II STUD PER I I ELEVATION VIEW WALL TYPE FASTEN PER MFR---Jf------- RECOMMENDATION MONIT' R OR SIMILAR EQUIPMENT FOR WALL -MOUNTING (SCHEMATIC) PLAN -SECTION VIEW NOTE: PROVIDE METAL-STUD/JOIST BLOCKING AS 1 112" = 1' 0" INDICATED - 6" OR 8" DEPENDING UPON FASTENER PATTERN OF OBJECT BEING MOUNTED. COPE/REMOVE FLANGES AT EACH WALL -STUD AS INDICATED. LENGTH OF BLOCKING TO BE AS NECESSARY BUT NEVER SPANNING LESS THAN 3 i 114 I I I I I I - _ J p H ~ I w 2�o z ¢p 2 I J Ila• �4 r w Q mod zQo w _ Uo of J W m Z p U o CQ U w pwp J Z W - oLLZ mow LU >00 c G W amIll PLAN -SECTION VIEW 311=1'-011 C1010.24 BACKING/BLOCKING FOR WALL-MTD ITEMS1 1 1/2" = V-0" ALL CEILING -MOUNTED LIGHTING FIXTURES, AND CEILING -MOUNTED AIR TEMINALS AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. PENDANT -HUNG LIGHTING FIXTURES, LIGHTING FIXTURES WEIGHING 56 LBS OR MORE, AND AIR TERMINALS AND SERVICES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS, AND AIR TERMINALS AND SERVICES WEIGHING 20 TO 56 LBS, SHALL HAVE TWO 12 GAGE HANGERS (SLACK WIRES ALLOWED) CONNECTING THE ITEM TO THE STRUCTURE ABOVE. CEILING -MOUNTED LIGHTING, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES WALL OR PARTITION SUPPORTING PERIMETER OF SUSPENSIONS SYSTEM. C��O��NCcSgqT��HEREU�C�TION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS ATT/�CH AVY-DUTY CEILING GRID MEMBERS TO TWO ADJACENT WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR OPPOSITE WALLS. ACCOMPLISH BY MEANS OF 7/8" WALL MOLDINGS ALL AROUND WITH MFR'S SEISMIC CLIPS ALL AROUND. PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL SIDES F. ACOUSTICAL CEILING PANELS 8" MAXIMUM 2" MAXIMUM (MAY BE SQUARE -EDGE OR TEGULAR) GENERAL ARRANGEMENT OF SUSPENSION SYSTEM (AND SEISMIC BRACING WHERE OCCURS) C3030.17 CONSTRUCTION OF ACP CEILINGS 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. C1021.07 HM-FRAME SWING DOOR ANG/HEADER AS APPROPRIATE TO VING 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 OPNG SIZE PER OPNG SCHEDULE FFLUSH FULL--LITE FIG /� DOOR ONLY (HINGED) GLASSOW GLASS- /'� LITE FIELD VERIFY AND MATCH EXISTING FRONT DOOR GLAZING PATTERN DOOR SCHEDULE DOOR FIRE GLAZING FRAME HARDWARE HARDWARE NO. ROOM NAME WxH RATING TYPE MATERIAL FINISH TYPE TYPE MATERIAL FINISH SET NO. TYPE COMMENTS 2070 VESTIBULE T - 0" x T - 0" 20 MIN FG SCWD STAIN FIRELITE A EXISTING P-X 1 ENTRANCE EXISTING DOOR/FRAME, NEW HARDWARE WITH ELEC LOCKSET STRIKE. PUBLIC HALL SIDE OF DOOR TO BE PAINTED TO MATCH EXISTING 2071 STORAGE T - 0" x T - 0" F SCWD STAIN A HM P-X 2 STOREROOM 3- 0" x T - 0" CLEAR, LOCKSET 2072 VESTIBULE FG SCWD STAIN A HM P-X 3 STOREROOM TEMPERED LOCKSET 2073 EXISTING TOILET T - 0" x T - 0" F SCWD STAIN A HM P-X 4 PRIVACY LOCKSET 2075 OFFICE T - 0" x T - 0" F SCWD STAIN A HM P-X 5 PASSAGE LATCHSET DOOR HARDWARE SCHEDULE SET TYPE CR CLOSER PROTECTION DESCRIPTION ENTRANCE LOCKSET EXISING DOOR WITH NEW HARDWARE AND ELECTRIC STRIKE ELECTRIC STRIKE 1 • • KICK PLATE, WALL STOP 2 STOREROOM LOCKSET • • KICK PLATE, WALL STOP 3 STOREROOM LOCKSET • • KICK PLATE OVERHEAD CONCEALED STOP 4 PRIVACY LOCKSET MOP PLATE, WALL STOP NO CLOSER 5 PASSAGE LATCHSET WALL STOP DOOR -HARDWARE LOCATIONS AT DOORS WITH LEVERS OR KNOBS, AND SIMILAR OPERABLE OPENING HARDWARE: LOCATE OPENING HARDWARE HERE LOCATION OF DOORS ON FLOOR PLANS I I � p w U U I I I I I I I I 0 z Z I I I I I I I I Z w Lu U' AT SWING DOORS AND o w `-" Of POCKET DOORS: WHEREOf = I I I OPENING LOCATION IS NOT o = o i i l i DIMENSIONED ON PLANS, 0 0 LOCATE OPENING 6" FROM °'n J I I I CROSSING PARTITION, AS 0 w A l i i i INDICATED z i - AT SLIDING BARN- I%" TYPE DOORS: WHERE OPENING LOCATION IS NOT DIMENSIONED ON PLANS,LOCATE OPENING 6" FROM CROSSING PARTITION, AS INDICATED DOOR, HARDWARE, AND WINDOW NOTES 1. PRIOR TO FABRICATION, FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR TO PROVIDE HARDWARE AND INSTALL ALL DEVICES AT DOORS EXCEPT FOR SECURITY SYSTEM ACCESS HARDWARE. LCNW'S PREFERRED SECURITY SYSTEM VENDOR TO BE CONTRACTED WITH GENERAL CONTRACTOR. BRIVO IS THE LCNW SECUITY SYSTEM. 3. SMOKE RATED DOORS SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. 4. ALL DOOR TYPES ARE SHOWN AS SINGLE PANEL, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF DOORS. 5. ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, LINO. 6. ALL GLAZING IN DOOR LITES AND SIDE LITES SHALL BE 1/4" TEMPERED GLASS AND SHALL BE WIRE -FREE FIRE GLASS WHERE DOOR IS REQUIRED TO BE FIRE -RATED. 7. WHERE A DOOR IS LOCATED IN AN ACCOUSTICALLY RATED WALL, PROVIDE ACOUSTICAL INSULATION IN DOOR FRAME ON ALL SIDES. FRAME PROFILES tgb architects t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED ITECT l KEW GRf - "RY STATE OF WAS- J;;TnN. -�i RECEIVED May 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2io LCNW � w p ¢Lu EDMONDS MEDICAL Q U 0 o PLAZA - SUITE 207 Lu w 1:w 2=� L J Q Q V � 21616 76TH AVENUE WEST EDMONDS, WA 98026 PERMIT/BID SET DOOR, FRAME, AND PARTITION DETAILS ISSUANCE No. Description Date 1 PERMIT/BID SET 04.30.2024 PROJECT INFORMATION PROJECT NUMBER: 24003 PROJECT LEAD: DRAWN BY: 3" = 1' 0" 3" = 1' 0" SHEET NO A6m10 1 2 3 4 5 6 7 8 9 10 11