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21701 76TH AVE W1761 1& +pi 60 9 FIRE PREVENTION ServingBrier, Lamonds, and 12425 Meridian Ave S' INSPECTION REPORT,' SNdYfONI I SH Co. /7 0 EDMONDS Mowitlake Terrace Everett, WA 98208 [1 BRIER 71 E Phone (425) 551-1200 [1 MOUNTLAKE TERRACE, 0 UNINCORPORATED conm R T DIPIL www.FireDistrieti.org Fax (425) 551-1272 e- FREQUENCY STATION& SHIFT*",,o, LOCATION: 21701 76 th Avenue W Bldg 98026 Annual 20-A BUSINESS NAME: Stevens Health Center Building PHONE: 4257441703 SCHEDULED Oct 2017 DATE DUE MAILING LIFIR 0 509 157 ADDRESs:21701 76th Avenue W, Bldg, Edmonds, WA 98026 BUSINESS OWNER:Frye, Erika HOME PHONE: .0 EMERGENCY-1: HOME PHONE: I,1�257754546 eCURRENT YES' f 7N�� 0 KEY ACCESS-2- HOME PHONE: ciTy BUSINESS EMAIL: 6W- LICENSE INITIAL INSPECTION DATE PERSON CONTACTED: (-JOCCLVAV NAME OF INSPECTOR: 0-\ FIRESYSTEMS: FA 4/16,,FEJ7/16 12:00:00 AM Date Last Serviced: I-- & , 1:1 1 L— L( Jz, I -A � I rIG ILM 54 V HAZARDS FOUND AND LOCATIONS'/ COWUNICATIONS 2 2i' 3 3 4 4 5 . 5 6 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1 St RE -INSPECTION 2nd RE -INSPECTION FINAL RE -INSPECTION EXTENSION VIOLATIONS GRANTED TO - DATE DUE. DATE DUE. DATE DUE CITED: PERSON PERSON PERSON CONTACTED; CONTACTED: CONTACTED: 1 INSPECTOR: - INSPECTOR: INSPECTOR 2 DATE, DATE* 3 DATE VIOLATIONS VIOLATIONS CITATION ISSUED PRE -CITATION 5 LETTER SENT NUMBER 4 CODE 2 6 2 6 DATE SECTION' RETURN RECEIPT 6 3 7 3. 7 RECEIVED DISPOSITION 4 8 4 8 DATE 7X I' LETtER NEEDED YES NO-, LETTER NEEDED �ES NO j Serving Brier, Edmonds, and 12425 Meridian Ave S SNORIO 1i Co. ountlake Terrace Everett, WA 98208 FI Phone (425) 551-1200 Twww. FireDistrict]. org Fax (425) 551-1272 LOCATION: 21701 76 th Avenue W Bldg 98026 BUSINESS NAME: Stevens Health Center Building PHONE: 4257441703 MAILING 21701 76th Avenue W, Bldg, Edmonds, WA 98026 ADDRESS: UGDQ=Gt, vie� FIRE PREVENTION INSPECTION REPORT EDMONDS BRIER MOUNTLAKE TERRACE UNINCORPORATED FREQUENCY STATIO SHIFT Annual 1 011 SCHEDULED Oct 2016 DATE DUE � 509157 LIFIR BUSINESS OWNER: HOME PHONE: EMERGENCY-1: 6 FA, Yf #e*t1W*e Ae*,?'V HOME PHONE: qa- C/P *Os- URREN KEY ACCESS-2: PA i xat. *X 7— YK TW HOME PHONE: Yjr -rls- y5% 1 T YES NO USI FBNESS EMAIL: %J LIC ENSE El 1:1 01- 6� K"Iylh� �A^ I I 1*,PP1 INITIAL INSPECTION DATE PE RSON CONTACTED: ("�) NAME OF INSPECTOR: W WMAJ . 11-1-14 _IKt= 11jyZJ I tmti: FA 4/16IFE 7/1 12:00:00 AM wd*N d*to Reftrf S!%eoeel Date Last Serviced: V/ 1/ PO eox tom"q HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS 3RO F46"? A�W V&J6 /At� 0106&-Cy &-X ir t_1&),k77Aj& A1P+C111-,V6S &jD A.009 Aj&*K. ':lt-t4V7_ .21 -2 3 3 5 5 6 6 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X In our continuing effort to promote fire safety and prevention within the community, your fire department conducts regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities covered by Snohomish County Fire District 1. You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you will find the item(s) that were noted during our inspection which require attention to bring them into compliance with the minimum standards adopted by the above jurisdictions. Any overlooked hazards or violations of the fire regulations does not imply approval of such conditions or violation. If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for Mountlake Terrace or Brier, call (425) 744-6231. 4 1.7 1 7 (v +h ti L) Li SNOhOMISH CO. Serving Brier, Edinonds, and 12425 Meridian Ave S Mountlake. Terrace Everett, WA 98208 FIRE 0' Phone (425) 551-1200 DIST tuT AFreastrictl.org Fax (425) 551-1272 FIRE PREVENTION .!PSPECTION REPORT U] EDMONDS 0 BRIER D MOUNTLAKE TERRACE [I UNINCORPORATED - -4 �-HIzUUI:-N(;Y STATION& SHIFT LOCATION: 21701 76 th Avenue W Bldg,98026 Annu 20-C BUSINESS NAME: Stevens Health Center -Building PHONE: 4257441703 SCHEDULED Oct 2015 DATE DUE MAILING LIFIR 509 157 ADDRESS: 21-701 76th Avenue W,' Bldg, Edmonds, WA 98026 BUSINESS OWNER: McDermot, Vicky HOME PHONE: EMERGENCY.1 ' :% HOME PHONE: �CUARENT KEY ACCESS-2: HOME PHONE: CITY, YES NO EMAIL: BUSINESS 11 El LICENSE PERSON CONTACTED: INIT �A7EJIONZATE NAME OF.INSPECTOR: FIRESYSTEMS:. 7) FA /15 E2/f3 FDLkBox "Date Lasi'Serviced:. '7- -HAZARDS,FoUND AND LOCATIONS /COMM NICATIONS r 3t 2 2 C Ai, 3 3 0 R A-). V 5 -5 6 6 12 L( e- 7 . ....... . Zfzt 7 I AGREE TO CORRECT THE ABOVE VICILATION(S) IN THE NEXT 30 DAYS X 1st RE.INSPEfpTION DATE DUE- 'I %J 2nd RE -INSPECTION I DATE DUE: . r EXTENSION GRANTEDTO: FINAL RE -INSPECTION I DATE DOE: VIOLATIONS CITED: PERSON 'SONTACTED--_ PERSON CONTACTED: PERSON CONTACTED: C ' 0 INSPECTOR: INSPECTOR: INSPECTOR: 2 IATE:3/ j2�11 � — DATE:,, DATE: 212 VIO, ' S 4'�VIOLATIONS-r' . . . .......... PRE -CITATION CITATION ISSUED 15 5 LETTER SENT NUMBER: 4 f 2 16 2 6 DATE: SEAIZI�5 & 5 w 7 3 7 RETURN RECEIPT RECEIVED 4 8 4 8 DATE: DISPOSITION: 7 LETTER NEEqp Lj 'YES NO :LETTER NEEDED 171, YES El NO 8 A /I/ 'i� A'"I A P- DPr� i2-T 0 5 F I _7 T. Lommolsom ai� SYSTF-M DEVICES be,�o MODEL# 11+21 Amseco/Gentex SFAiCT01ty? f TS'AIT I - D NO ye T.T;, TESTE 22 P Mtm—elcer only Sounder sase Manual Pulls Edwards 116 E (6) Edwards (4) FCl MS-2 10 11 6T 4 ............. A W- 44 1-7 ..'016 Sinake Detectors ASD-PL2F1AD8-FLF BAO Ion Sma Detectors Combination Smoke/Heat 135" Rate of Rise Heat Raft of Rise Heat 1350 Fixed Temp Heat �OW Fixed Temp Heat Duct Smoke Detectors ADPRF Detector Remote Indicators Remote Annunciators Jn Panel 3rd floor west I Elevator Recall Output Fan Pre"urization MON-FIREMARK FM99 Door Jnlock CurtainsIRoll-down Doors Fire Fighter Phones— . .......... X Main FACP Trouble with AC off:? Yes No ------ PanelType: Trouble with AC Off? Yes No Battery backup operational? Yes No tj tt ry upop onaP_ ate back yes No Battery voltage (no load) volts Battery voltage (no ]load) volts Battery voltage (full load) Volts :;--� Battery Voltage (full load) volts Charge circuit voltage volts Charge circuit voltage volts Battery Size Battery Size PanelType: I Pane P a, e' Type' e No Trouble with AC off? Trouble with AC off? T 0 Ith A uble W C O:tlonal? 0 No Yes No Battery backup operational? 'a Battery backup operational? volts Battery voltage (no load) Yes No e noload) Battery voltage (no load) VON$ Ila A von$ --. ��F —Sa�;r—yvcl �1,,jj v'It. volts Battery voltage (full load) "-" "'du' Battery voltage (full load) Volts rc ECharge cl Uit voltage " :: Volft :: 0 tage Charge circuit voltage I B It Battery Size volts Battery Size SNOHOMISH CO. Serving Brier, Edmonds, and Mountlake Terrace www.FireDistrictl.org LOCATION: 21701 76 th Avenue W Suite 304 98026 BUSINESS NAME: Derm Service 12425 Meridian Ave S Everett, WA 98208 Phone (425) 551-1200 Fax (425) 551-1272 PHONE: 4254862340 MAILING ADDRESS: 21701 76th Avenue W, Suite 304, Edmonds, WA 98026 BUSIN ESS OWNER: Heupel, Betty HOME PHONE: FIRE PREVENTION INSPECTION REPORT OEDMONDS 0 BRIER [3 MOUNTLAKE TERRACE [3 UNINCORPORATED r-FREQUENCY [STATION & SHIFT 20, 2015 20-C SCHEDULED DATE DUE � Oct 2015 UFIR 0 593 157 .EMERGENCY-1: Lawlor, Kean HOME PHONE: CURRENT . I KEY ACCESS-2: HOME PHONE: CITY YES NO EMAIL: BUSINESS M LICENSE I I PERSON CONTACTED: INITIA� INSPECTION DATE NAME OF INSPEC FIRE SYSTEM FE 74:$ IS(-h Date Last ServiZeed: I HAZARDSFOUNDA 7DL ATIONSICOMMUNICA�TIONS 2 3 -3 4 4 5 5 6 6 /V t/ i V A_1411.v 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS V In our continuing effort to promote fire safety and prevention within the community, your fire department conducts regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities covered by Snohomish County Fire District 1. You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you will findthe itern(s) that were notedduring. our inspection which requireattention to bring them into compliance with the minimum standards adopted by the above jurisdictions. Any overlooked hazards or violations. of the fire regulations does not imply approval of such conditions or violation. If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for Mountlake Terrace or Brier, call (425) 744-6231. iTi P i F. W�� P D R E J, �\ L A X NQ SIX 0 7 F_ R.] 3 (0 no Syz�o m peu, r7o"C"o n) 21701 7C-,Ui Ave Ecimomis, i) 4 �s '01 "03No D,� a o Fl d 6 n g 0 Tin a c,: a 1. ckwrtr.�e nssnq; (Nc, p,,�CGTC i,425) I I X 13�1� TZGtws MnMs; A VN SM CwUflcutUan Numbcr. s r, P-t> o,(, 7 1�10 LoCation: floor 2 c1ccUical 01, Cio I'M clectiMs QN��Cccea vorclocarici-3 oupe7vision? Trouble ondirLittra, function propofiv? 1-ic-at rccord pvgV�d aq p:me-? SigimSs rccnlvc�tl i2t congral stiticn? P Pirobllcml, Found: F. ltu;%."r t�o" ' Cuff'razt0on-0 PIREde- I 4 0 CAJ� t�p Doto G-0ITrGctsd:.___ AL-%j I 1 11 UP"2- 12- - SFD Cc�fflcma5on n— T N [i i �v oc�, 1, iL) 4 uo, go 6-,j Q G� �q; rVE., �,(j gy � �jf o2k)m h cl: 3 F-! Fp v!z..) V I n s p e c2ad �,T) i� vi�,, 9 i 9 V; 11 � Illf coplo and !?T.Fl i id�tremul, d Z�nd jh�5)vc, 4z::-n 90 tc� the bvDkl6ng SYSTEN11 DEViCES, CDEL ffi TOTAL TESI-ED; SSAMSFACTO Ply'? 110z; Mo PAIA Strobe Only Horn Only i spmfter/strobez Speaker Only SGUnder Base 56115 16 "IE Manuel Pulls Photo Smoko Uotoctors (6)1-,dw-ard04)1C1 11 ASD-PLZF.�ADB-FLF BASrt 1 Oct, Smoke Detvctors I CambinzVor, Smoke/Hoat 1135' Rate of Riso Hunt 2001 Rate o Rate o Rise Heat 1356 Fixed TGMP HGat 0(!:F1xDd Tomp Weat Duct Smake Detectors ADPRr. rD—Itoctor Romutc� Ind Icators iumlatcm Elnwa!or Rot -all Output 12 vol I dov..ia dm,%-� Fan Pressurization Door Holds.,rs Door Un�ocft CurimsiRc9-down Door-, Main FACP Trouble vvith AC off? No boakup onnmtfonal? Batt-gry voltaoe �no load) Battery vcj�^,ajgL� (lull load) VaUa =ChC1r__v Cirml It 1 Banery SIZO PanLA5 Type: Trou We with AC cf97 Mo Rattery backup ope-mflonJ? No Battary voWarjo ino load) "Olts e-ottary volts90 (full Boad) Itr) Charg-, r1rcultvnitage, v Q BattG ry S Ize Paneg Yype-. Troub&D vjizh AC aff? LA 0 MA"Ory ha"4amp No Battery voltage (nn lemd) Volt(', I sztwry voi2aga (lull 20adp vcl� Ls Charc,— circu6t vc;2tT!-,c vC1tD Battery Zfze PaneD7ype: TrGubte off? RzAtery bachv4p opnrational? Yez� No Battery voftaqn (no land) volts MAtoty v*.'1aqu (fuU load) circult vCph-7190 -v 00 i'-� .... .... ... , -'. WI -'N IM13 36'k.Av.V.� I-mt, E. LpwwacA W.A32116 U!:-A f425)771-II5G F=�413)771-442—' Occupancy Name: Building owner. Owner Agent: Certification Given -F—YELLOW RED WHITE F CONFIDENCE TEST REPAIRS FIRE ALARM SYSTEMS (One System per Report) Stcvcns Himbli Can- Occupancy Address: 21701 76th Ava W. Edmorift S(evens Health Ure Anoc Phone Number. 4-1-4.281) —2119 NiAolas Ranw Phone IlLonber. 425-299-2219 Date of Inspection: 034 2!2014 Inspection Type: ( Annual Teeters Name: -K.La Day SFD Certification Number Quartedy, SCP- hn(122 Monitoring: Arl Phone #: 1800-752-2490 Account t. 81-8074 FACP Manufacturer FVI Model f: 7 100 Location: Floes 2 Uccuical #of Initiating Circuits: 2 # of Signal Circuits: 4 Notes: ALARM SYSTEM FUNCTIONALITY yes No NIA AN notification circuits oparationaI7 AN circuits chocked for electrical supervision? AN auxiliary equipment operates (elevators, fans, dampers)? Key to panel availaWe7 Operating Ins&uctions at panal7 TroulAe indicators function prapwly7 Test record posted at panel? Signals received at central station? Operator 8_ Problems Found: Poll A-Iefl)-K T)69-1�5 -)6- CA41,��d Ir Te 6-i-ed p�qew�n� o (rec+rd This certifies that this fire and life safety system has been properly Inspected for reliability to cover the items I sted in this report and is consistent with Seatde Fire Department Fire Code standards, and that I!screpandez are noted and have been reported to the building OmeriManager for cokyeptive actlow--) Signature of Tester; Signature of Owner; Phone#: 3-�61-160-3 b 1111 1� CZ44 P&CY \keia SYSTEM DEACES MODEL# TOTAL TESTED SATISFACTORY? Yes No NIA HorniStrobes 11+21 a2 2� X Strobe Only .11 1*X- Horn Drily SpeakeriStrobas Speaker Only Sounder Bus Baas 116 E 10 Manual Pull& 461 Ed\%rAn1A 14l M M&2 I I Photo Smake Detectors ASD-PL2F/ADB-FU B.Aqk 4 Ion Smoke Detectors Combination Smokoll-leat 1W Rate of Rise Heat X- 207 Rate of Rise Heat 'X 135' Fixed Tamp Hoe 2W Fixed Tamp Hoe Duct Smoke Detectors -ADPR]r Detector Remote Indicators Remote Annunciators 65- Sevatur Recall Output Hkwn-&-o-T-p-- Fan Pressurization Door Holders RgXMI-Ef EUM14;--*M9L) 4- Door Unlock CurtainsfRoll-down Doors; Fire Fighter Phones Nlain FACP Trouble with AC off? &s� No Battery backup operational? No Battery voltage (no lead) VoIts Battery voltage (full load) 22.2-volts Charge circuit voltage ).-IL le. v o I t a Battery Size Pwid Tvpe: Trouble vvidi AC oM No Battery backup operational? tfq� N a Battery voltage (no load) aaf.3, voks Battery voltage (full load) volts Charge circuit voltage voks Battery Size I PanalTvpe: Trouble with AC off? Yes No Battery backup operational? Yes No Battery voltage (no load) volts Battery voltage gull load) volts Charge circuit voltage volts Battery size Pand Tvpe: Trouble with AC off7 Yes No Battery backup operational? Yes No Battery voltage Ino load) - volts Battery voltage (full load) volts Charge circuit voltage - voks- Binary Size we T, FIRE PREVENTION ,JNSPECTION REPORT Sei.-v?iiig.Bi-�i�iEdiiiotids,-atid.- 12425Aferidian Ave S SNOHOMISH CO. EDMONDS A�u'n' t, 1�4'-� , Terra c e. ,Everett, WA 98208 BRIER Phone (425) 551-1200 0 MOUNTLAKE TERRACE 0 UNINCORPORATED T www.FireDistrictl.org Fax (425) 551-1272 FREQUENCY STATION & SHIFT-' LOCATION: 21701 76th Avenue W Bldg 98026 Annual 20-A SCHEDULED BUSINESS NAME: Stevens Health Center Buildinq PHONE: 4257441703 DATE DUE - I,,_ 0 ct 2013 MAILING 509 ADDRESS: 21701 76th Avenue W, BIdd1,Edmonds,WA.. 98b26 E BUSINESS OWNER: HOME PHONE: EMERGENCY-1: Dc9m oT HOME PHONE: URRENT (4 z ITY YES NO KEY ACCESS-2: HOME PHONE: CIIT� y B USI USINSESS LIC EMAIL: LICENSE INITIAL INSPECTION DATE P SON�ONTACTED: -5 qAM FINSPECTOR: "FRE SYSTEMS: F O2JI 3 E FID Lk Box V V HAZARDS FOUNb AND LO ATIONS / COMMUNICATIONS p — 2 2 31 3 4 4 5 5 6 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X I st RE -INSPECTION 2nd RE -INSPECTION EXTENSION FINAL RE -INSPECTION VIOLATIONS DATE DUE: LTE DUE: GRANTEDTO: DATE DUE: CITED: PERSON PERSON PERSON CONTACTED: CONTACTED: CONTACTED: INSPECTOR: INSPECTOR: INSPECTOR: 2 DATE: DATE: DATE: 3 VIOLATIONS VIOLATIONS PRE -CITATION CITATION ISSUED 1 5 1 5 LETTER SENT NUMBER: CODE 5 2 6 2 6 DATE' SECTION - RETURN RECEIPT 3 7 3 7 RECEIVED 6 DISPOSITION: 7 4 8 4 18 1 DATE: LETTER NEEDED E] YES El NO LETTERNEEDED [-] YES El NO 8 FIRE DEPARTMENT COPY Servink�Briet, Edin0nds SNOHOMISH CO. FIRE 40,� Mountlake Terra . c I eand _.5� �10Wff DISTOI t R. . I the Town of Woodway T www.FireDistrictl.org LOCATION: 21701 76th Avenue BUSINESS NAME: Stevens Health Center/Bldg MAILING 21701 76th Ave W ADDRESS: Edmonds BUSINESS OWNER: Rosen Properties EMERGENCY-1: Taylor, Richard KEY ACCESS-2: Held, Darrel 1 4_ PERSON CONTACTED: NAME OF INSPECTOR: DOW A) FA 2/12 I'D LkBx SYSTEMS: 02. 1 1 L HAZARDS FOUND AND LOCATIONS /COMMUNICATIONS M FIRE PREVENTION 12425MeridianAveS INSPECTION REPORT Everett, WA 98208 0 EDMONDS 0 BRIER Phone (425) 551-1200 E]WOODWAY [I MOUNTLAKE TERRACE Fax (425) 551-1272 0 UNINC61RPORATED PHONE: 4257441703 98026 HOMEPHONE: 4254546611 HOMEPHONE: 4254546611 HOMEPHONE: 4252213700 Qj ) r-� A). � 0 b 1,A) � e- FREQUENCY. STATION&SHIF"' 365 I 16 D SCHEDULED DATE DUE 11' 1.0,101/12 LIFIR � 509 -11157 ACTIVE el CURRENT CITY YES NO BUSINESS LICENSE INITIAL INSPECTION DATE r FE I I A141—NUZ /V /,L/ A 2 2 3 A Z_ /-\A) 3 CS AA 0/,L) 4 le At,,,t &,L 5 t L-P) 5 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X I st RE- . INSPECTION DATE DUE: 2nd RE -INSPECTION DATE DUE: EXTENSION GRANTED TO: FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON CONTACTED: PERSON CONTACTED: PERSON CONTACTED: INSPECTOR: INSPECTOR: INSPECTOR: 2 DATE: D TE: DATE: 3 VIOLATIONS 1 5 VIOLATIONS 1 5 PRE -CITATION LETTER SENT CITATION ISSUED NUMBER: 4 2 6 2 6 DATE: CODE SECTION, 5 3 7 3 7 RETURN RECEIPT RECEIVED 6 4 8 4 '8 DATE: DISPOSITION: 7 LETTER NEEDED [-] YES No LETTER NEEDED [] YES r NO 8 FIRE DEPARTMENT COPY . . ...... ....... ....... VN 19023 361" Ave %V, ShuL� E, Lptiwaaa, %V-k 980is6 U.S.A. (42S) 7?1.1166 Fxx (425) 711-4422 Occupancy Name: Building Owner: E -h vner Agent: CotIffication Given RED YELLOW , I WHORE CONFIDENCE TEST V REPAIRS FIRE ALARM SYSTEMS (One System per Report) stow"'s I luald, Cfl-v Occupancy Address: 217al 7601 Ave W, Ednicwds Sfi:vcm Hgulth CartzAssw Phone Number: (42-S)454-6611 Pholle Number: (425)454-6611 Date of inspection: 0211512013 Inspection Type: V Annual Quarterly Testers Name: TeU2—L 2!04Z SFD Certification Number: 5CP. Monitoring: ACT FACP Manufacturer: FC1 # of Initiating Circuits: 2 Phone #: 18W752-2490 Model #: 7 100 # of Signal Circuits: 4 Account #: 85-807.9 Location: Flow2EWricid Notes: rr ALARM SYSTEM FUNCTIONALITY Yes No N/A All notification circuits operational? All circults checked for electrical supervision? All auxiliary equipment operates (elevators, fans, dampe rs)?, Key to paneal availablu7 f Operatiha 1M5trUctiQhS at Pah0l? X Trouble indicators function properly? Test rocord posted at panel? Signals received at central station? Operator 9 Problems Found: 4- AVA.%L C-64-�-J- 2�n !;/4A,-' -FF- CSY-,O—t%A LV Corrected By: Corrections Made: Date Corrected: SFD Ceraffication #: This certifies that this fire and life safety system has been properly inspected for reliability to cover the items listed in this report and is consistent with Seattle Fire Department Fire Code standards, and that discrepancies are noted and have been reported to the building Owner/Manager for corr ptevfrc Signature of Tester: Phone #: Signature of Owne 4 SYSTEM DEVICES MODEL# TOTAL TESTED SATISFACTORY? Yes No NIA Horn/Strobes I Strobe Only 21 21 Ham Only ATmeco/Genlex 2 17 .4- Speaker/Strobes Speaker only Sounder Bass sells Edwardi; I 16 E to ea Manual Pulls (6)EdW.U-&;(4)FL-T N119-2 I I Photo Smoke Detectors ASD-PL2F/ADB-FLF BASI 49 )e Ion Smoke Detectors Combination Smoke/Heat 136' Rate of Rise Hefft X, 200* Rate of Rise Heat 135* Fixed Tamp Heat 200' Fixed Temp Heat Duct Smoke Detectors ADPRF 20 1 -7 Detector Remote Indicators Remote Annunciators 11V parvul I X Elevator Recall Output 12 roll down tWors 3 x Fan Pressurization Door Holders RIXON-FIRFMARK F-M99 I f Door Unlock Curtains/Roll-down Doors 12 Fire Fighter Phones Main FACP Trouble with AC off? -,Y.P No Battery backup operational? -Y—, �s: > N a Battery voltage (no load) 7 f .2volts Battery voltage (full load) 7- Z/ volts Charge circuit voltage =- volts Battery size YA-1� �) Panel Tvr)e: Trouble with AC off? �� No Battery backup operational? -YEi) No Battery voltage (no load) La��K volts Battery voftagc (full load) Z5. volt's ChaFgR CiFCUit Voltage Z'7 volts Battery Sizo PanelType: Trouble with AC off? Yes N o Battery backup operational? Yes No Battery voltage (no load) volts Battery voltage (full load) volts Charge circuit voltage volts Battery Size PanelTypa: Trouble with AC off? yas f�o Battery backup operational? Yes No Battery voltage (no load) volts Battory voltago (full load) volts Charge circuit voltage volts Battery Size 4FAWN 19023 3e Ave W, &lite E, Lyatwood. W.A 98036 U.S-k (4zS)771_tidd Pax(425)771.4422 Occupancy Name: Building Owner. Owner Agent: . Certification Given FIRE ALARM SYSTEMS (One System per Report� YELLOW I WHITE CONFIDENCE TEST I REPAIRS stwum"LalthOtm, C)ccupancyAddMail-2170176#iAvt2WEdniatids 5WVW8 H4W= UMV AWW Phione Number 425-25Y-Z219 Maghnn Twker Date of Inspection: 02a7/2012 Testers Name: kffOlson Phone Number: 425-289-2219 Inspection Type: V Annual Quarterly SFD Certification Number: SCP. Monitoring: PfC4 Phone#:1 Account M (?Gc,�Offl FACP Manufacturer. FLI Model #: 7 100 L=ation0cMt2_2- a4 # of Initiating Circuits: 2 # of Signal Circuits: 4 Notes: ALARM SYSTEM FUNCTIONALITY Y66 No. N/A All notification circuits operational? All circuits chocked for electrical supovision? All auxiliary equipment operates (elevators, fans, dampers)? Key to panel available? operating Instructions -at panel? Trouble indicators function property? Test record posted at panel? Signals received at central smion? Operator V_ Problems Found: Corrections Made: 3 Corrected By: Date Corrected: SFD Certification M This certifies that this fire and life safety system has been properly Inspected for reliability to cover the items listed in this report and is consistent with Seattle Fire Department Fire Code standards, and that discrepancies are noted and have been reported to the building Owner/Manager for corrective action. Signature of Tester. Phone* 6' 31'anature of Owner-4 eve ,,,,,TEM DEVICES MODEL# TOTAL TESTED SATISFACTORY? yes No N/A Hom/Strobea 11121 Strobe Only Ham Only Amwendrientex 2 V, Speaker/Strobes Speaker Only Sounder Base Rells Fdwardit 116 L 10 Manualilulls (6) Edwirde (4) FL3 W-2 I I Photo Smoke Detectors ASD-PL2F/ADT1-FLF BAST 49 Ion Smoke Detectors Combination SmakeMeat 135' Rate of Rise Heat 20(r Rate of Rise Heat 1350 Fixed Temp Heat 200' Fixed Temp Heat Duct Smoke Detectors ADPRF 20 Detector Remote Indicotors Remote Annunciators In Pand I Elevator Recall Output 12 roll duwn dwrs 3 Fan Pressurization Door Holders RIXON-FIRFMARK FMq9 I Door Unlock CurtainzlllolWaw� Do -ors Fire Fighter Phone& Main FACP Trouble with AC off? N a Battery backup operational? 5a8D No Battery voltage (no load) 2'aValts Battery voltage (full load) 22 a, volts Charge circuit voltage VCRs flattery Size , P PanelType: Trouble with AC off? No Battery backup operational? No Battery voltage (no load) volts Battery voltage (full load) �14--I volts Charge circuit Voltage -6, 7, 4 Vohs iattery S1z* '724. y,'l PanelType: Trouble vdth AC W7 Yea No Battoy backup operational? Yea No Battery Voltage (no load) -Vohs Battery voltage (full load) volts Charp circuit voltage Valti Batt" size PanelType: Trouble with'AC off? Yea No Battery backup operational? Yes No Battery voltage (no load) Volta Battery Voltage (full load) Voks Charge circuit voltage —Volts Taftory Size FIRE PREVENTION Serving Brier, Edmonds 12425 Meridian ACS INSPECTION REPORT SNOHOMISH CO. Moi�nth�ke Terrdce, dnd )FIRE Ev&&t,' WA 98208 ...... QEDMONDS 0 BRIER e Town of Woodway DISTR.. 7 T Phone (425) 551-1200 E]WOODWAY 0 MOUNTLAKE TERRACE wthww.FireDistrictLorg Fax (425) 551-1272 0 UNINCORPORATED FREQUENCY — SHIFT-*' LOCATION: ''21701 76th Avenue W 365 [STA.T.ION& 16 C BUSINESS NAME: Stevens Health Center/E31dg PHONE: 4257441703 SCHEDULED 10101/11 DATE DUE 0 MAILING 21701 76th Ave W FIR o 509 11157 �u ADDRESS: Edmonds 98026 BUSINESS OWNER: Rosen Properties HOME PHONE: 4254546611 AC TIVE EMERGENCY-1: Taylor, Richard HOME PHONE.. 42545466 11 �'CURRENT KEY ACCESS-2: Held, Darrel HOME PHONE: 4252213700 CITY YES NO BUSINESS R. EJ LICENSE PERSON CONTACTED: INITIAL INSPECTION DATE NAME OF INSPECTOR: FIRE' FA 2/11 FD LkI3x _j FE 4_11 I SYSTEMS: 0 )L 'A�-JNOAL HAZARDS FOUND AND LOCATIONS/ COMMUN C IONS 2 2 3 3 4 4 5 5 6 6 7 7 I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X 1st RE -INSPECTION DATE DUE: 2nd RE -INSPECTION D TE DUE: EXTENSION GRANTED TO: FINAL RE -INSPECTION DATE DUE: VIOLATIONS CITED: PERSON CONTACTED: PERSON CONTACTED: PERSON CONTACTED: 1 INSPECTOR: INSPECTOR: INSPECTOR: 2 DATE: DATE: DATE: 3 VIOLATIONS 1 5 VIOLATIONS 1 5 PRE -CITATION LETTER SENT CITATION ISSUED NUMBER: 4 2 6 2 6 7 �QATE: CODE SECTION: 5 3 7 3 7 RETURN RECEIPT RECEIVED 4 18 4 8 do DATE: DISPOSITION: 7 LETTER NEEDED . E] YES El No LETTER NEEDED 0 YES E3 1 8 FIRE DEPARTMENT COPY RED i 9o23 3e Avo w. aiu z. Lyawa. a. wA gicam us. -A. (425)771-11dd Fax(475)771-4422 JS��Wz,�) Occupancy Name: Building Owner. Owner Agent: CArtifiGation Given FIRE ALARM SYSTEMS (One System per Report) YELLOW I WHITE CONFIDENCE TEST I REPAIRS stwww"LultbCam, OccupancyAddgesg: 21701 7G0iAv*W,EdmtWid5 ftvm Milli Un Assm- Phone Number. 42S-299-2219 -Maghan Phone Number. 425-289-2219 r,p (�)) !"-7 7 Date of Inspection: 02/23/2011 Inspection Type: V Annual Quarterly Testers Name: Kon Day SFD Certification Number: SCP-JoLa2z Monitoring: ft(A Phone 110 Account#: M436+1 FACP Manufacturer, FU Model #: 7 100 LocatIon:F119-?—,e # of Initiating Circuits: # of Signal Circuits Notes: ix K6)) 46.jm -b,.,ors D,3cf- X14 Me- xSel ALARM SYSTEM FUNCTIONALITY yes No NIA All notification circuits operational? All circuits checked for shictricA supervision? All auxiliary equipment operates (elevators, fens, dampers)? Key to panel available? Operating Instructions at Panel? TrouW indicators function properly? Test record posted at panid? Signals received at central station? Operator #_ r-S Corrections Made: Date Corrected: Corrected By: SFD Certification f: This certifies that this fire and life safety system has been properly Inspected for reliability to cover the Items listed In this report and Is consistent with Seattle Fire Department Fire Code standards, and that discrepancies are noted and have been reported to the building Owner/Manager for co acti Signature of Tester. n-4 A Phone#: Signature of Owner. 0 SYSTEM DEVICES MODELS TOTAL TESTED SATISFACTORY? Yes No N/A HorniStrobes Strobe Only 'A Horn Only Am%ecaffierdex 49. Speaker/Strobes Speaker only SounderBase X Elialls HdW2r& 116 E 10 10 K Manual Pull& (6) Edwards (4)FL-1 M9-2 III I/ Photo Smoke Detectors Aq1)-T1L2F/ADB-FL1F BAST I Ion Smoke Detectors Combination SmokeM"t 135' Rate of Rise Heat 20V Rate of Rise Heat 1350 Fixed Tamp Hast 20V Fixed Tamp Heat Duct Smoke Detectors ADPRF Detector Rernab Indicators Remote Annunciators In panul 2 Movator Racal Output A� v Fan Presaurization Door Holders RNON-FIRFMARK FMqq I Door Unlock CurtainslftlWown Doom Fire Fighter Phone& Main FACP Trouble with AC off? No Battery backup operational? kg� No Battey voltage (no load) Q —I volts Battery voltage (full load) Q L # '4_ voks Charge circuit voltage a2j-L volts Battery Size Panel Type: eff A) A( Trouble vAth AC off7 /V--� No f _;.� Battery backup operational7 "9e / ) No Battery voltage (no load) '::�2�olta Battery voltage (full load) "J"Volts Charge circuit voltage q voks Bafteq size ^_�o PanelType: Trouble vdth AC off? yet No Battery backup operational? Yes No Battery voltage (no load) -volts Battery voltage (full load) -volts Charge circuit voltage volts Battery Size PanalType: Trouble vvith AC off? Yes No Battey backup operational? Yes No Battery voltage (no lead) -volta BatterV voltage (full load) -volts Charge circuit voltage -volts Baftwy Sin City of Edmonds Pre -Application Form Zoning: MU (Medical Use) -IS I � (�� I �0 P W, Lot Size: 88,508 S.F.F 00580700002702 Sno County Tax Account Parcel # ED &0 (� *,,o "I �7c. I%C)I) Application #: PRE Site Address: 21701 76th Avenue West Existing Use/Occupancy: Q - Office Description of Project: Full floor remodel tenant improvement for a women's ou�qatb�`ntclinic. We would like to discuss whe-thef-or not the revisions to the floor plan will tri gei anv needs for son<<IerinAlso, we believe there will be no need to maintain th, corridor as it will be a full -floor tenant. f C- - Mailing Address: P.O. Box 5003 City: Bellevue State: WA 98009-5003 Phone: (_L25 ) 454-3030 FAX: ( 425 ) 454-6705 E-Mail: ChadW@RosenHarbottle.com e ne e rn 9e 1. 51— 1915 Mme a VEC- J Fill out the following information if "Other". Name & Mailing Address: Aimee Collins, Freoheit and Ho Architects, Inc., P.S., 10230 NE Points Dr. #300 City: Kirkland State: WA Zip: 98033 Phone: ( 425 ) 827-2100 E-Mail: acollins@fhoarch.com FAX: ( 425 ) 828-6899 Revised 6/2009 A-OAr- L&rP-�� I 0-.,J (_�" Date: July 12, 2005 To: Ms. Vicki Sompii From: FM John Westfall th Subject: Pre-App: Stevens Professional Center TI - 21701 76 Ave W The tenant improvement plans have been pre -reviewed under the 2003 International Codes. I 1. Callout FE locations, exit sign locations and the locations of emergency illumination appliances. 2. Improvements to existing fire alarm system may require a permit and shall be approved. Fire alarm system upgrades are suggested and not required. 3. Fire Protection Footprint is requested (example attached). 4. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches high with a minimum stroke width of '1/2 inch and visible from public way. City of Edmonds Sb Fire Marshal Edmonds Plata 1500 Main Street Occupancies: R2, A2, 0. M Type of Construction: VA 2 stories with basement Total Building At": 32,456 ef 2003 IBC. IMC, IFGC. IFC. UPC. WSEC, VIAQ Fit* Apparatus Access: Paved WOOL South and East sides Active Fire ProllStilln Fire sprinkler system ("city NFPA-13 or NFPA 13-R) V Fire Department connections Fife alarm system wl smoke detection and manual pulle Fire alarm control Panel location Illuminated exit signs ::L, Emergency fighting wl battery back-up HVAC automatic shutdown Kitchen Type I hood and suppression system Fire Extinguishers Pasal t-EiEll-913116cliOn Smoke control system Escape windows from sleeping rooms 1-hour rated corridortexit P2sSBgsw3Y Attic draft stops Elevator smoke door 1z I _�. o.*I:rg Unit DaelwQ Urit C. D.roUrg L"t DA*Kg Lht D.";,V LIMI LHI Re'.0 v-i` H�4!, r D.,x" Lkil structural Prol2stl2a office Exterior load -bearing wells - 1-hout Interior load -bearing wall$ - 1-hour Exterior non -bearing walls - 11-hour Off" structural frame - 1 -hour Permanent partitions - 1 -hour Shaft enclosures - 1-hour Floor -coiling - 1 -hour Roof -ceiling - 11-hour Exterior opening* . N/A due to location on property Stair enclosure - 1 -hour Roof material class - Type 0 Please e-mail Fire Protection Foolp -int for each floor to smithm@ci.edmonds. wa.us in Pdf, jpg or.tif format. Cc: Development Services Assistant Building Official Ann Bullis �O 0 0 wig LEGEND I I— c—sw .0h -0- Ckray., rotvd ck— N!610 qw..4, IwAnxxk. danq-, at dud peretrajam ....... I how Wed 0 ---**Y 2 t— A� ellessesses w1h,.' ;ad *"% UM ql"019 Req4r&d exit to 7V exteior of the VolOng Am of E�acwtw ft�W� F.M cW3rAVWt C�.IW 20 mr. rived. v4khrming dr" 60 �i, mbd afi"_d,,hV d— (D PA -r- rwd "�A-ing d— CHI Gm Mww F_E7l Ejoc= mawPwal Pbd A�wa H=h P�_V 11-.9C21i9?,j V2" `-,�. ig;", Sample Fire Protection Footprint Date Prepared Last Updated International Conference of Building Officials REGIONAL OFFICE: 2122-112TH AVENUE, N.E., SUITE B-300 * BELLEVUE, WASHINGTON 98004 , * (206) 451-9541 BUILDING BOARD OF DIRECTORS OFFICESOF CHAIRMAN JERRY J. BARBERA, P.E. REGIONAL MANAGER JAN BRENT SNYDER, C.B.O. 12 1990 JUAN C. INCHAUSTE, P.E. BUILDING OFFICIAL SENIOR REGIONAL ENGINEER PACIFICA, CALIFORNIA FRANK S. NATSUHARA. P.E., S.E. FIRST VICE-CHAIRMAN SENIOR REGIONAL ENGINEER EUGENE J. ZELLER, P.E., C.B.O. CHARLES J. WILLIAMS, P.E. January 11, 1990 REGIONAL ENGINEER SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH, CALIFORNIA Plan Check: 2640 SECOND VICE-CHAIRMAN Project: Stevens Group GYN Unit TI JAMES L. MANSON, C.B.O. DIRECTOR, DEPARTMENT OF Address: 2170P - 76th Av W BUILDING AND SAFETY COUNTY OF SPOKANE Edmonds, WA SPOKANE, WASHINGTON Code Information: B-2 Occupancy; IMMEDIATE PAST CHAIRMAN Type V-1 hour construction WILLIAM E. SCHLECHT, C.B.O. Stories: 3 BUILDING OFFICIAL COUNWOF WASHINGTON Floor Area: 1772 sf HILLSBORO. OREGON Occupant Load: 20 ROBERT J. EPPSTEIN, C.B.O. CHIEF BUILDING OFFICIAL Valuation: $44,300 FREMONT, CALIFORNIA 1988 Uniform Building Code BOB FOWLER, P.E, AIA, C.B.O. Seismic Zone: 3 DIRECTOR OF BUILDING INSPECTION ABILENE.TEXAS JAN P. GASTERLAND, C.B.O. Jerry Saterlie BUILDING CODE OFFICER Acting Building Official ST. PAUL. MINNESOTA 250 5th Av N PHILLIP M. HERRINGTON, C.B.O. DIRECTOR, DEPARTMENT OF Edmonds, WA 98020 BUILDINGANDSAFETY RENO.NEVADA Dear Mr. Saterlie: DOUGLAS E. HOOD, C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES We have reviewed the plans and associated data for the project PARKER. ARIZONA mentioned above to see if it conforms to the Uniform Building GORDON W. MURDOCH, P.E. BUILDING OFFICIAL Code as well as parts of the Uniform Mechanical Code. We DANA POINT, CALIFORNIA have not reviewed them for requirements of federal, or other MICHAEL J. NOLTE. C.B.O. state and local regulatory agencies. In most cases, the BUILDING OFFICIAL CRESWELL. OREGON designer should modify the plans and/or specifications to RON PERKEREWICZ, C.B.O. satisfy these comments. DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP NONSTRUCTURAL PORT ORCHARD. WASHINGTON JAMES R. SINGLETON, C.B.0 * BUILDING SAFETY ADMINISTRATOR 1. Your Health Department may have to look at this for TUCSON. ARIZONA industrial waste provisions depending on the wastes produced. THOMAS R. THOMPSON, C.B.O. Section 302(d) BUILDING OFFICIAL BROOMFIELD. COLORADO ROBERT D. WEBER, P.E., C.B.O. 2. To comply with the State Handicapped Code, Door 12 DIRECTOR, DEPARTMENT OF BUILDING needs 1211 clear width beyond the latch on the doorswing COUNTY OF CLARK LAS VEGAS. NEVADA side. And [ever -type hardware should be used. Unless ALLEN 0. ZEPPER. C.B.O. there is an accessible public toilet room nearby, then Room BUILDING OFFICIAL 304 should be modified to comply with Section 511. STILLWATER. MINNESOTA PRESIDENT JAMES E. BIHR. P.E. FAXNUMBERS Order Deparlment (213) 692-3853 Plan Review (213) 692-3-:25 ICBO ES (213) 695E94 Administration (213) 699-6031 Main Office: 5360 South Workman Mill Road * Whittier, California 90601 * t2 13) 699-0541 Plan Check 2640 Jerry Saterlie, Edmonds January 11, 1990 Page Two 3. The toilet room requires a 4'0" high wainscot of material such as ceramic tile, marlite, cement plaster, etc. Section 510(b). (Do you accept sheet vinyl flooring as equivalent to tile?) A 6" base of sheet vinyl or equivalent is also required. 4. The details of the fire alarm system should be given so that we can verify that it complies with Article 14, UFC 5. . How is conditioned air returned to the HVAC system? Section 1002(a), UMC would not let the space between the suspended ceiling and protection of TJI to be used unless the main corridor system was completely separated from the space. 6. The details of the lateral bracing of the suspended ceiling should be shown on the plans. (Note 09510-0 is not enough.) Evaluation Report 4071 contains detailsbut they should be placed on the plans. 7. The locksets for Doors 1 & 12 should be openable from the inside without key, special knowledge or effort. Section 3304(c) 8. These doors should also be 20 minute smoke and draft control assemblies if they lead to a I hour protected corridor. Section 13305(g,h) 9. The details of Skylight 2/2 should be given so that we can check compliance with Chapters 34 & 52 or 54. 10.: -The ductwork should be detailed in order to check compliance with Section 1002 and 1004 UMC. If more than 2000 cfm is supplied, the main system should have a smoke detector activated shut-off system. Section 1009, UMC STRUCTURAL 1 . The connection of the studs to the floor should be shown in Detail 8/4, etc. Section 2309(b) 2. The connection of the angle or stud brace at the top of the wall should also be shown between brace and top channel and brace and roof system. The size of the brace should also be given. 3. The gauge of the metal studs and braces should be shown. A. The structural details of the skylight framing should be shown. For instance, there is no apparent support for the TJI's in Detail 2/2. Calculations should be submitted to justify what is done. 5. How is lateral load transferred around the opening? a t, Pi an Check 2640 Jerry Saterlie, Edmonds January 11, 1990 Page Three Our headquarters accounting department in Whittier, California will send you an invoice for this plan reviewing service based on a valuation of $44,300. Lam returning all data and plans to you. If you wish me to do the recheck, please have the designer revise the plans and specifications, indicate on a separate sheet on which sheet or detail the corrections may be found and return the check prints. Please feel free to contact me if there are any questions. Ver.y truly yours, J�r'ry J. BJ I rbera, P. E. Regional Manager Ijh June 30, 1989 MEMO TO: Hal Reeves Building Off icial FROM: Gary L. McComas Fire Marshal SUBJECT: STEVENS HEALTH CENTER ADDITION, 21700-76TH AVENUE WEST After review, the Fire Department has the -following comments: 1. If the use of any medical gas is anticipated, it must be identified on the reviewed plans. 2. Two portable fire extinguishers are required for the addition. One on each floor located in the indicated cabinets. Minimum size is 2,A-10,B:C, dry -chemical types. 3. Extend the existing fire alarm system. GLM: be ft International Conference of Building Officials -------------- REGIONALOFFICE: 2122-112THAVENUE—N.E. �_ITEB-_,�_' 0 BELLEVUE, WASHINGTON 98004 a (206)451-9541 BOARD OF DIRECTORS CHAIRMAN WILLIAM E. SCHLECHT, C.B.O. BUILDING OFFICIAL COUNTY OF WASHINGTON HILLSBORO. OREGON FIRST VICE -CHAIRMAN BRENT SNYDER, C.B.O. BUILDING OFFICIAL PACIFICA. CALIFORNIA SECOND VICE-CHAIRMAN EUGENE J. ZELLER, P.E., C.B.O. SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH. CALIFORNIA IMMEDIATE PAST CHAIRMAN CHARLES L CLAWSON DIRECTOR OF COMMUNITY DEVELOPMENT ARLINGTON. TEXAS ROBERT J. EPPSTEIN, C.B.O. CHIEF BUILDING OFFICIAL FREMONT. CALIFORNIA BOB FOWLER, P.E., A.I.A., C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE. TEXAS JAN P. GASTERLAND, C.B.O. BUILDING CODE OFFICER ST. PAUL. MINNESOTA PH LLIP M. HERRINGTON, C.B.O. =ECTOR, DEPARTMENT OF BUILDING AND SAFETY RENO.NEVADA DOUGLAS E. HOOD, C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES PARKER. ARIZONA JAMES L. MANSON, C.B.O. DIRECTOR , DEPARTMENT OF BUILDING AND SAFETY COUNTY OF SPOKANE SPOKANE, WASHINGTON GORDON W. MURDOCH, P.E. DIRECTOR BUILDING INSPECTION DEPARTMENT SAN DIEGO. CALIFORNIA MICHAEL J. NOLTE, C.B.O. BUILDING OFFICIAL CRESWELL, OREGON RON PERKEREWIC7, C.B.O. DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP PORT ORCHARD. WASHINGTON JAMES R. SINGLETON C.B.O. BUILDING SAFETY ADMINiSTRATOR TUCSON. ARIZONA RONALD R. TREMBLAY, C.B.O. BUILDING OFFICIAL ASSARIA. KANSAS ROBERT D. WEBER, P.E., C.B.O. DIRECTOR, DEPARTMENT OF BUILDING COUNTY OF CLARK LAS VEGAS. NEVADA OFFICES OF JERRY J. BARBERA, P.E. REGIONALMANAGER JUAN C. INCHAUSTE, P.E. May 22, 1989 REGIONAL ENGINEER FRANK S. NATSUHARA, P.E., S.E. REGIONAL ENGINEER CHARLES J. WILLIAMS, P.E. Plan Check: 2377 REGIONAL ENGINEER Project: Stevens Health Center Addition Address: 21700 76th Av W Edmonds, WA Code Information: V-1 Construction; R E C E I V E D Type B-2 Occupancy Stories: 3 JUN 20" 1989 Floor Area: add 8748/31744 total Occupant Load: add 84/312 total EDIVIONDS FIRE DEP_L Valuation: $430,000 1985 Uniform Building Code Seismic Zone: 3 Basic Wind Speed: 80 mph Exposure: B (assumed in design) Harold Reeves Building Official c) P 250 5th Av N Edmonds, WA 98020 Dear Mr. Reeves: We have reviewed the plans and associated data for the project mentioned above to see if it conforms to the Uniform Building Code as well as parts of the Uniform Mechanical Code. We have not reviewed them for requirements of federal, or other state and local regulatory agencies. In most cases, the designer should modify the plans and/or specifications to satisfy these comments. GENERAL COMMENTS 1. You should insure that all other city agencies approve of the project. (Public Works for sewer connection availability and site drainage; zoning for yards and use.) 2. You may wish to clear with your Fire Department on the following: a. The accessibility of Fire Department apparatus to the building. Section 10.207 UFC PRESIDENT JAMES E. BIHR, P.E. Main Office: 5360 South �% �:!, kman vil I Road - Whittier, California 90601 4 (213 1699-054 1 Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Two b. The installation of portable fire extinguishers. Section 10. 301 UFC & UFC Standard 10-1 3. There appears to be significant grading contemplated at the westerly side of the site. a. Concentrated roof and surface run-off should be conducted to street or approved storm drains in a nonerosive device. Details of the drainage plan should be shown. Section 7012(d) b. Fill should be compacted to a minimum of 90% of maximum density as determined by UBC Standard 70-1. Section 7010(e) c. You may wish to require bonds in such form and amounts as may be deemed necessary to assure that the work, if not completed in accordance with the plans will be corrected to eliminate hazardous conditions. Section 7008 4. 1 have enclosed our list of the Washington State Energy Code and circled those items applicable to this building. . 5. Similarly, I have enclosed our list of the Washington State Barrier Free Design requirements. OCCUPANCY & CONSTRUCTION COMMENTS 1 . The building analysis: a. This building must be Type V-1 hour construction or better because it is three stories in height. Table 5-D. b. The building is slightly over area; including the existing portion. I calculate 31,744 sf total. The maximum permitted floor area = 28,000 sf. Table 5-C. Therefore, the following yards must be provided to justify the 13.37% excess: 301 on two sides of the building or 261 on three sides of the building. Section 506 (a)1,2. The information on the reserved yards should be kept in the permanent files of the building department for future reference. 2. The size and spacing of the furring and its attachment to the TJI joists should be shown. Also, the listing of this system should be specified. See 1 /A4 at roof. 3. Safing should be provided at the floor line. See 1,2/A4 & 3/A5. Section 1706(a) 0 0 Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Three 4. The "canopy" must be detailed for I hour fire -resistive construction in order to correlate with the building type. 2/A9, Table 17-A 5. The 1 hour fire -resistive construction should extend through the floor/ceiling and roof/ceiling cavity. See 1,2/A4. 6. The suspended accoustical tile should be Class I material. The speci- fications should be corrected to meet this requirement. Section 4203.2. See specification 1.03, page 9510-1. 7. The resilient channels and the furring strips create a condition such that draft stops are necessary. The area of the concealed floor space should not exceed 1000 sf and the attic space should not exceed 3000 sf. Section 2516(f)4. See Sheet A4. 8. The details of the enclosed rafter space ventilation should be provided. A net free ventilating area of not less than 1/150 of the area of the space should be shown. Section 3205(c). See 2,5/A5. 9. Exposed foam plastic must be protected by a thermal barrier. See C/A2 @ top, B/A2, and 4,5/A5. Section 1712(a) 10. A fire -resistive roof is required. The prepared roof assembly including any foam plastic insulation must be Class A or B. The sheathing must have tongue and groove joints or edges supported by blocking if foam plastic insulation is used. Section 3202(b) and 1712(b)5. 11. Safety glazing should be provided: a. At glazing in doors. See Sheet A2 and A6. Section 5406(d)l b. At glazing located within 1211 of the door in a closed position. See Sheet A2 and A6. Section 5406(d)6 12. Glazing must be firmly supported on all four edges. Detail 4/A4 does not appear to satisfy Section 5404. 13. The basement walls should be waterproofed. See 2/A6. Section 1707(d) 14. The top guard rail should be continuous. See Sheet A6. Section 1711 Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Four EXIT COMMENTS 1. The east stair shaft enclosure shoulddischarge to the exterior. See Sheet A8. Section 3309(d) 2. The existing first floor exit system does not appear to comply. a. Door 109 swings toward egress. Section 3304(b) b. The separation of exits at the east end of the building is less than 1/2 of the greatest diagonal distance. Section 3303(c) c. The elevator opens into the rated corridor. Section 3305(h) d. The new alteration should make the existing system no more hazardous than before such alteration. Section 104(b) 3. The stairways on grade that serves the new addition must comply: a. The rise must not exceed 7". Sheet A2. Section 3306(c) b. Handrails must be provided on both sides of the stairway. Details should be shown. Section 3306(j) 4. The description of the door hardware group should be provided: a. - The doors must be openable from the inside without use of key, special knowledge, or effort. Section 3304(c) b. The twenty minute corridor door assembly must be self -closing and be smoke -tight. Section 3305(h) MECHANICAL COMMENTS 1. The boiler exceeds 400,000 btu/hr capacity (520 M BTU). A 1 hour fire -resistive occupancy separation should be provided between boiler room E1134 and the rest of the building. See Sheet M-1. Section 708. Details of the walls and ceiling construction should be provided. 2. The combustion air supply to the boiler, B-1, and to the water heater, WH-1, does not appear to comply: a. The upper and lower supply ducts must be independent of each other. See foundation and partial first floor plan, Sheet M-1. Section 604(a)6 UMC b. The combustion air supply ducts must be enclosed in a 1 hour fire -resistive enclosure to the exterior because fire dampers are not permitted in combustion air ducts. Section 602(b) UMC 0 Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Five 3. The boiler (B-1) vent must be enclosed in a separate one hour fire resistive shaft enclosure. This vent should not pierce the I hour separation between the boiler and the rest of the building. 4. Two gas burning appliances may be connected to one common venting system but must comply with the provisions of Section 909 UMC. Each gas appliance must be equipped with safety shutoff devices. See Sheet M-2. 5. Fire dampers should be provided at ducts that penetrate the required 1 hour fire -resistive corridor and have openings into the corridor. Note that a flexible duct would be considered an opening. See Sheet M-1. 6. An automatic shutoff should be provided for the air handling system exceeding 2000 cfm. Please note that a system would include the aggregate capacity of the individual units included within the system. See 1009(a,b) UMC. See Sheet M-1. 7. The weights of all the mechanical equipment should be specified and the details of its supports should be shown. See Sheet M-2. 8. If the water heater has nonrigid water connections and exceeds 4' in height, it must be anchored to resist earthquake displacement. Section 504(d) UMC 9. The location of the gas line pressure regulator should be shown on the plans if medium or high pressure gas piping is contemplated. Section 2220(a,c) UMC. See Sheet M-1. Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Six STRUCTURAL 1. Special inspection should be provided for the followin . g construction: a. Concrete. Section 306 (a) 1. b. Masonry. Section 306(a)6. c. The foundation excavation by foundation engineer prior to placement of'concrete. Section 306(a)10,11. 2. The shop welded steel component must be fabricated in a shop approved and registered by you. Section 306(f). 3. All welding should be done by certified welders you approve. Section 27.612(c)2. 4. For your information the TJI joists are evaluated under NER 200. 5. The glue laminated beams should be identified by a certificate of inspection issued by an approved agency. Section 2505. 6. For your information the masonry units are evaluated under ER 2730. 7. The lateral load capacity of the piers should be defined in the report. There appears to be 71 or 8' of uncertified fill near the top of the pier. 8. Structural fill appears necessary for the retaining wall base. A soil report of the satisfactory placement of the fill should be submitted to you - Section 2903(a) . 9. The east -west lateral load anaysis should include the act - We earth pressure on the wall located on grid 8. See 1/S2. The review should include the adequacy of the wood diaphragm to transfer the load to the walls on grids C1, 131 and Al + 51-911 as well as the adequacy of the cross walls for shear and overturning forces. See foundation plan sheet S1. 10. The piers should be interconnected by ties each of which can carry by tension or compression a minimum horizontal force of 10% of pier load. There are piers that do not extend to the slab. Details of how these piers satisfy this section should be provided. Section 2312 (j) 3 B. See sheet S1. 11. The piers have insufficient lateral ties for a concrete column. See 3/S3. Section 2607(k)3. Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Seven 12. The top steel on the retaining wall B/S3 should be developed with a hook. 13. Drag struts (collector struts) should be provided to transfer the diaphragm shear to the shear resisting elements. a. Drag strut should be provided for the shear wall on grid A3. See roof plan sheet S1 - b. The detail of the drag strut connection to the shear wall on grid C1 at grid 9 should be provided. c. The drag strut connection detail at A18' to the concrete slab should be provided. See third floor framing plans sheet S1. d. The drag strut connection at grids B19 and C19 should be provided. See third floor framing plan sheet SI. e. A drag strut appears necessary on grid A3 to distribute the seismic load on the shear wall on grid A3 into the floor diaphragm at the third floor level because there is no wall below this level at this location. See third floor framing plan. f. The 3/4" diameter bolt should have seven diameter end distance for the beam on grid 12 at the roof and third floor. See 2/S3. g. The drag strut load transfer through the detail 1/S1 should be justified. Consider prying action on the stud and bending of 3/16" thick tube wall. 14. The rotation of wood diaphragm is not permitted where supporting masonry or concrete. Section 2515(b). For east -west seismic loads the roof diaphragm appears to be rotating off the center shear wall. See sheet S1. 15. The details of the grade beam located at grid G/,11' and C1 should be provided. See sheet S1 foundation plan. 16. The masonry walls must be anchored to the roof and floor diaphragm by positive direct connection capable of resisting the horizontal forces specified in chapter 23 but not less than 200 PLF. Section 2310. Details 1/S2, 4/S2, 8/S2 do not comply. Note that ties must be positive and must extend to the diaphragm or subdiaphragm chord. Section 2312(j)2C and section 2312(j)3A. 17. The diaphragm nailing and blocking details should be defined on the plans. Plan Check 2377 Harold Reeves, Edmonds May 22, 1989 Page Eight 18. The window wall details should be clarified to show how the wind perpendicular to the wall is resisted and safely transferred to the roof and floor diaphragm systems. 19. The skylight framing details should be shown and justified. Our headquarters accounting department in Whittier, California will send you an invoice for this plan reviewing service based on a valuation of $ 430,000. I am retaining all data and plans in anticipation of telephone calls from the designer and also that I will be doing the recheck. I am taking the liberty of sending a copy of this plan checking list directly to him. Please instruct him to indicate on a separate sheet on which sheet or detail the corrections may be found. Please feel free to contact us if there are any questions. Very truly yours, Frank S. Natsuhara, P.E. Senior Regional Engineer ljh/spw Enclosure c/Decker-Fukui A001talvo I WASHINGTON STATE REGULATIONS FOR BARRIER -FREE DESIGN 19C-717-7 (Please do items Code OACSI-10 circled .4 sections cited refer to the amendments dated 2-15-85.) 1. Site accessibility-: a. 12'-G" wide HC parking spaces should be provided. Section 7503(a,c). spaces are required. b. Handicap parking spaces should be located so that the accessible routes of travel from it do not enter the parking lot or driveway. A revision is required and curb cuts and sidewalks adjacent to the spaces should be shown. Section 7503(b). c. The sidewalks should be widened or set back at the curb cuts so the ramps are not between parking spaces, do not obstruct the sidewalk and have a landing at top. Section 7502 (e,;) . , d. An accessible route of travel should be provided between the accessible buildings on the site and from the public sidewalks to the buildings. Section 402, definition of ACCESSIBLE SITE. e. A maximum slope of 2% should be shown in the HC spaces and among the accessible routes of travel from the HC parking and public sidewalks to the primary entrance(s) to the buildings. Section 7502-1e), 7503(d). f. Slopes steeper than 2% should be considered as ramps and should be provided with complying landings top and bottom. If ramp slopes exceed 1.:20, handrails should be provided. Section 7502(e,k). g. The side slopes of the ramp appear to exceed a 1:6 ratio and should be modified. h. Walks and ramps should be of firm, stable, smooth material with a nonslip surface and at least 4411 wide. Section 7502(d,i). Each HC space should be shown as having a ground sign W-51 high centered at the head of the space and "State bearing the words, Disabled Parking Permit Required". Section 7503(e). . Signs should be shown at every primary public site entrance and at the major junctions leading to the HC spaces and primary public building entrances, displaying the International Symbol of Access and indicating the direction of travel. Section 7502(m). Site lighting of 1 foot-candle at grade level should be provided along the accessible routes of travel and at the parking spaces. Seciton 7502(l). 1. The passenger drop off space should be 121 wide x 251 long (parallel to the accessible route of travel). A curb cut (is/is not) required. Section 7504 (c) . m. The passenger loading spaces should be 4' wide x 20' long and parallel to vehicle space and accessible route of travel. Section 7504(d). 2. Accessible toilet room facilities: a. A 44" x 4811 minimuai unobstructed floor space inside and outside the doors leading to the HC baths and a minimum 48" wide aisle to the accessible water closet compartments should be provided. Section 511(a). 13. A 60" minimum diameter unobstructed floor space should be provided within the toilet rooms (with 12" maximum door encroachment). Section 511 (a). c. Accessible water closet compartments should have a minimum clearwidth of 41611 and a depth of 41-811 and a 3211 minimum clear entry width. Section 511(a). d. The details of grab bars to be provided at the front and sides of the toilet should be shown. Section 511 (a). e. The lavatories should have a rim height of-3311-34" and a 2911 minimum clearance underneath. Section 511(b). f. Lever -type faucet handles should be provided no more than 17" from the front of the lavatory. The water heater serving the lavatories should deliver water at a maximum temperature of 120* F unless the drain pipes and hot water pipes are recessed, insulated or guarded to prevent contact. Section 511 (b) . g . Where towel bars, dispensers, mirrors, shelves, dryers, etc. are provided, at least one of each should be within 4011 of the floor. Section 511(b). h. At least one urinal in the men's toilet room should have an elongated lip with the opening of the basin within 17" of the floor. i. Accessible urinal(s) should have a minimum 30" wide by 48" long unobstructed floor space in front of them. Section 511 (a) . 3. General requirements: a. All areas in this building should be interconnected with HC accessible routes of travel (except storage and mechanical rooms). Note that stairs do not comply. Section 402, definitions of ACCESSIBLE BUILDING and ACCESSIBLE ROUTE OF TRAVEL, and amended Table 33-A. b. Elevators should be provided for access to floors above the first story. Section .5106 and amended Table 33-A. See Washington Department of Labor & Industries for these requirements. ' - c. Omission of an elevator to the second floor is subject to your approval. Section 003, Exception 4 and amended Table 33-A. d. Access to R-I accessible /adaptable dwelling units above the first story may alternately be made by complying ramps or grade -level accessible routes of travel. Section 5106. e. Accessible openings should have a 3211 minimum clearwidth. Section 402, definition of ACCESSIBLE OPENING. (Note: 21-811 doors may not achieve this.) All doors in the building which have a latch set or lock set should have lever -type operating hardware, except doors to mechanical. electrical, janitor and similar rooms which should have knurled operating hardware. Section 5501. g. Accessible doors should have an 18" unobstructed floor space beyond the strike jamb on the door swing side. Section 402, definition of ACCESSIBLE OPENING. Doors do not comply. J�� VI),4 0 40'0 J - -2- PC23-77 h. A 1211 unobstructed floor beyond the strike jamb should be provided o side opposite the door swing where accessible doors are equipped with a closer and latch. Section 402, definition of ACCESSIBLE OPENING. Doors _ do not comply. Stairways I should have at least one handrail which extends 2311 beyond the botton, and 12" beyond the top risers if Feach stair run. HC Amended Section 3306(j). The other handrail should extend 6' beyond the top and bottom. Stairways should have rounded non -slip nosings and have either the undersides of the treads sloped at 60* from the horizontal or sloped risers. Amended Section 3306(m,n). Ramp should have handrails installed as described in (i). oe�c The international symbol of access should be displayed at the publ'1CVU1ding'entran4c'Yes" ac public toilet rooms and required accessible exits. Section 5503(a) . Signs for the visually impaired should be provided to identify public toilet and reception rooms, stairs, elevators and all hazardous rooms such as mechanical, electrical and storage. Section 5503(b). 4. Specific requirements: Non -slip floor finishes should be specified i along the accessible route of travel. Section 5502(c). b. At least one shower in the common shower rooms should be accessible --it should have a seat or to be enlarged to 60" wide, have lever -operating handles, a hand-held shower spray on 6011 long hose mo-inted at a maximum of 40" above the floor, a 311" long horizontal grab bar at the rear and side, etc. Section 511(e3. Thresholds should be flush or beveled with a maximum edge height of I". c. Water fountains and public telephones should be revised and/or detailed so that compliance with Section 511(c,d) can be verified. d. The manual fire alarm should be mounted no more than 54" above the floor. Section 511(t). e. A door or gate large enough to accommoda . te the disabled shouid' be installed adjacent to turnstiles. Section 3304(g). f. The bottom of the vision panels in doors should be within 40" of the floor. Section 3304(i). 9. Corridor ____ is on the accessible route of travel and should have a turnaround area cf 44" x 48" within it. Section 33-075b). h. Corridor is over 50' long and should have a 6011 x 6011 turnaround area within its middle third. Section 3305 (b) . i. Corridor is over 2001 long and should have�'__ -_ 6011 x 6011 turnarounds. -Section 3305(b). j. Ramp _ should have a landing at the (top/bottom). Section 3307(d). k. Ramp is over 3011 in rise and requires an Intermediate landing. Section 3307(d). I . Ramp chnnges direction and should have a S' x S' landing there. m. Door reduces the required width of the ramp and should be modified. Sec -.ion 3307(d). n. Room requires level spacers 3211 wide x 4211 deep. Section 3316 Cc) . They have to be !ocated so that they have an unobstructed sight line and have to be distributed throughout the seating plan. o. The maximum ramp slope in this room should be modified such that the access and e-gress to the wheelchair spaces is 1:12 or flatter. p. Power operated door _ should be designed and specified to remain open 6 seconds before closing. Section 5501. 5. (Accessible /adaptable) dwelling units and guest rooms: a. units are required for this building. They should be divided approximately equally between the I bedroom and multi -bedroom units. Section 1213. b. Comments circled in item 2, 3, and/or 4 apply 'in general within these units. c. Two-story (accessible /adaptable) dwelling units do not*comply unless they have an elevator or all the required accessible rooms are in an accessible level. Section 003. d. Structural supports and/or grab bars should be dimensionally located on the plans. Secticri 1213, exception. Note that two grab bars are required at the water closet, three at the bathtubs. Section 511(fl. e. The showers in the HC units should have lever type faucets and hand held shower spray rozzles. Section 511(e,f). f. The kitchens of the HC units should have a 51 squareminimum unobstructed floor space. Section 1213. (Please see the Illustrated Handbook for Barrier Free Desiqn if you want ideas.) g. In the adaptable units if cabinetry or shelving is installed below the bathroom lavatories or kitche-n counters, they should be installed with screws, nuts or bolts in such a way that they are easily rem:ved. Section 1213. h. A counter should be provided in the kitchen with a maximum height of 301", with a space _teneath at least 2911 in height, 3011 wide and 24" deep. Section 1213. i. Door and drawer pulls, electrical outlets, etc. in the HC units should be detailed so that compliance with Section 5501 can be verified. j. A non -slip floor finish should be provided in the bathroom. Section 5502(c). 0 Plan Check # 23 7 7 I . Jurisdiction tFc)me"0.f Insulation: (2 lh� �3esign of the envelope should be submitted for review so that compliance with abj — Zone I can be verified. See 402(a), 403(a) or 404(a). -'b. Slab insulation is required and should either extend down between the slab and the foundation wall and be at least 2' long or should extend outside of the foundation across from the slab to the top of the footing or to the frost line (6 minimum). Sea 403(c) or 404(c) A vapor retarder is required on See 402(f) O'c -n y g RAI /FI T117 44- d. A 4 mil ground cover should be laid over the ground to the foundations within the crawl space and should be overlapped at least 12- at joints. Outdoor air is required for this building. See 305. It should be no less than 5 cfm/occupant but should be justified for the occupancy Used so that compliance with Table 3-1 can be verified. 3. The methods of limiting air infiltration should be detailed and/or described on the plans. See 405 4. Mechanical systems: 0 The size of the HVAC system should be Justified to be within 150% of the heat loss, filtration and ventilation requirements of the building. See 407(a) - b. The heating/cooling equipment should have a minimum _ rating. See 411 (9 An economizer cycle is required. See 414 10T\ A temperature control system is required. See 415(a) (LA 10 degree temperature band between cooling and heating should be provided on the ermostat. See 415(a) (D A manually adjusted or fully automatic timing system should be provided for the thermostat. See 415(c)5 g. The ductwork should be insulated with h. The piping should be insulated with 1986 OHINGTON ENERGY CODE REGULATIONS COMMERCIAL PLAN CHECK (Do circled items only) See 417 See 418 Q- The water heater should be labeled to show that it complies with ASHRAE Standard OA-80 and should have automatic temperature controls. See 420(a,b) J. The water heater is within an unheated space and should be placed on a floor insulated to at least R-10. Sea 420(a)l k. The swimming pooi should be equipped with a pool cover. The heater should have a label indicating recommended healthful pool temperatures. The filter system should be on a timer set to operate at the minimum number of hours for healthful use. See 420(a)3 1. The public lavatories should have outlet control devices to limit the flow to 1/2 gallon per minute or be equipped with self -closing valves. See 423(b) M. The shower heads should be equipped with a flow constriction device of 3 gallons per minute or less. See 423(a) 5. Lighting: a. The maximum lighting power controlled by a single switch should be limited to 16 amps (on a 20 amp switch). See 425(b) b. Each full height partitioned space less than 400 sf, rooms should have individual lighting controls. See 425(c) C. All the rooms over 400 sf should have dual level switches. See 425(d) d. The rooms which have natural lighting should have switches to control the luminaires near the window wall. e. The display lighting should have individual controls. See 425(f) f. All exterior lighting except for signs and security lights should be on automatic controls to reduce or turn them off during daylight hours and period of nonuse of the building. A 9,9/ T/ 01 q7he building4lighting should be limited to/ t?s watts exterior and /,4/,P7/watts .terior. See 426 and Table 4-18. The actual wattage used should be calculated to show it is below this amount. CITY OF EDMONDS CIVIC CENTER * EDMONDS, WASHINGTON 98020 * (206) 775-2525 FIRE DEPARTMENT January 10, 1978 Mr. Bruce Martin Howard S. Wright Const. Co. P.O. Box 3764 Seattle, WA 98124 HARVE H. HARRISON MAYOR RE: STEVENS HEALTH CENTER, 21713 76TH AVE. W., EDMONDS, WA Dear Mr. Martin: The follwoing items are listed for correction on the above mentioned structure: 1. All raceways that penetrate the floor -ceiling assemble are to be repaired. 2. Relocate exit light on the first floor landing west end. 3. Provide directional exit signs per our conversation -of Jan 9, 1978. 4. The Uniform Building Code requires fire dampers to p�otect the ductwork in the east stairwell (Sec. 4306(i)l). 5. Make elevator key available to Fire Department. 6. Maintain all exit corridors and stairs free from items that would cause the pathway' to be obstructed. NOTE: The fire alarm system in this building is designed to warn the occupants and allow them time to escape in case of fire. This system is not monitored or supervised thus a phone call (911T—to the Fire Department is the only form of notification at this time. The Fire Prevention Bureau recommends this Ir Mr. Bruce MarG January 10, 1978 Page 2 system be monitored to assure that no delay of alarm happens. Yours for a safer community through fire prevention. Jack Cooper Fire Chief K Skip Simmons Inspector SS/asd