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HomeMy WebLinkAbout16820 SMOKEY POINT BLVD_004377_2026 C I TY OF A RL I hIOTON C0h1STRUCT I Ohl PERM I T ' PERM I T NO- Owner: NW VET CLINIC 16820-8 SMKY PT BLVD ARLINGTON 98223 Value of Work: $4,958.00 Tax ID: 004828-000-010-01 Phone: ' >. 562-1556 41=Z5 Describe Work: MODIFY EXISTING SPRINKLER SYSTEM j Proposed Use: VETINARY CLINIC � Legal Description: Job Address: 16820 SMOKEY POINT BLVD Contractor's Naue Type Address License# CROWN FIRE PROTECTION INC. SPR 4932 W INTERURBAN BLVD CROWNFPO44LL TOTALS Fee Permit Fee $111.25 Plan Fee $262.31 SIGNATURE; TOTAL FEE................. $373.56 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.................,. $O.0O KNOW TH SAME TO BE TRUE AND CGR- REGT A PROVISIONS OF LAWS Ah TOTAL DUE.......... ....... $373.56 ORDIN ICES GOVERNING TH � TYP_ OF WORK I L BE CO IED H W - HER Pvel SP I 'D HERE DATE - -4 1 RECEIPT # (��� L I FFI I L I�, -nil 'A 1411 . .l T 1 M A 11`a "0 t r 3 Li n .1 'P :►[gyp !- O 9!I 1 ��1. -'1 a 1 1'.I.r S A ui'ti f '11 V1,i' _ _I1 J T 1 .' '.• G 9piJ t��.�LC11'�4 J r•11IFA ;IAY 1 Ilrl�� %Ii \1'Is�l l•� u L I I It . -A Ili-A. 1 11„ j _: -L - — I 311 1/"� • I'y�/I I 7?jA-, lT I II 1, T IT IA I 11 1 -�'C'J 1 . . . . . . 1 1; 1-1 Was I� CTTY OF A=~^^`~"TON ` �FF49YK8VNT OFCOKMh�i!N!TY 0FVy PNYE�T 2�8 N 0|yrnpic, Ar\iogton' YVADATF JOB NO. BnJ !�q [] En�k�e�vK�� [l ?mn � Phone (206) 435'0724 FAX (206) 435'3��)3� ATTENTION WE ARE SENDING YOU O Attached O Under separate cover via thefollowing items: O Shop drawings O Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION F- 1 ` THESE ARE TRANSMITTED as checked below: O For approval O Approved aosubmitted O Resubmit-------_oopiosforapprova| O For your use O Approved asnoted O Submit_--------oopiosfordistribution ' O As requested O Returned for corrections O Retnm—-------co,rectedprintx > I For review and comment O O FORBIDS DUE 19------_— O PRINTS RETURNED AFTER LOAN TO U8 REMARKS COPY TO ro«=m"*"'��RECYCLED PAPER: 3|Gm[ L L- � _ I 1 - - - +� - - LVJ11 -A - 1 _ 1• t ' '— I " � IT:r I I— N R — ■ I�h IMI~.C1fY�1 IZII ■hl� II 1111 III 1 _ 111 1 1 11 1 1 on,in, I 1 1 II I 19A r IIZ1 1 •_ ��f,— 1 M 1111 I uI 11 V 1 11 11 1 — — I I — — — _ Jr-1 0 L 1 .-n I ell n FROM : TRRCY III ENTERPRIZES PHONE NO. : 425+4098294 Dec. 29 2000 06:41RM PS J.J.Traoy P.O.Baas 2691 MICHAEL J. GALE Woodinville,WA.98072 iASSOCIATES Phone:2W940.9622 Fax:425-489.0294 RECEIVED Fmc DEC 2 9 2000 CITY OF ARUNGTON Ta: Dave Anderson From Jim Tracy Fam 360408-39W Debra Deoember 29,2000 Phom: 360435-0724 Fagw: [Click here a+d type number of pages] ltr. NAM Veterinary Cynic CC: ❑urgaW El For Rovlaw © Plmwe Conunant ❑Please Roply ❑Please Reoyolo -Carnmerksa Pied is the a Aomabc sprinkler plan rwiew br the Wednary Clinic. This is s srrisll jab butthe plan subr�did not indude dell that should have been there. �-tom L i f l.m 110 Mo -MINOR pwa WWI Gm ■ Elp■■w WOMEN" — 7r� 6modn i_ lmmum■■ol-uamy i _ w■■■■■m wA _ homor11 -I �a RJ ■ - LW- 7 INS O+ t `■ =06 �Gm -&---L&ham!L. NW-WWI aimmmmmmm-:.j ��■�■��i I r l %*m I tall -=-1l:'_L_l JJL LLL-#liw e ■ft lf!!"LA4 FROM TRACY III ENTERPRIZES PHONE NO. : 425+4B92294 Dec. 29 2020 08:41AM P2 December 28, 2000 TO: Crown Fire Protection 4932 W. Interurban Blvd Bothell, WA 98012 FR: Jim Tracy Code Consultant MJG and Associates RE: NW Veterinary Clinic 16820 Smokey Point Blvd Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM The automatic sprinkler system plan submitted by Crown Fire Protection and stamped (sealed) by John J_ Abel for the above named facility has been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems(UBC Standard 9-1) for Light Hazard occupancy. The plan review set includes one sheet and hydraulic calculations. This plan submittal is a partial submittal for a tenant improvement and does not show underground piping, system riser, main drain test connection, inspector's alarm test connection, control valves, fire department connection, waterfiow and valve tamper indicators, etc. Plan Review Comments: 1. A flow test should be conducted to verify that the water supply information shown on the hydraulic calculations Is valid. The hydraulic calculations are based on the following water supply information included with the submittal: Static pressure 48 psi; residual pressure of 20 psi when flowing 2647 gpm_ Note: This data should appear on the working plans, along with a scaled site plan-showing location of flow test, distance to nearest circulating main and the nearest fire hydrant. Ref: 1996 NFPA 13 paragraph 6-1.1.1 2. The plans indicate a suspended ceiling with no sprinklers above the ceiling. The omission of sprinklers in the roof spaces is allowed by 1096 NFPA 13 paragraph 4-13.1.1 only if the roof spaces have no exposed combustible construction. Note: The working plans should include full height cross section showing roof pitch and sprinkler deflector distances to ceilings, type of structural members, etc. as required by 1996 NFPA 13 section 6-1. t II ■I �5 � � I EM 1-9 Wjd Im II /' I - ID I i T■_ i MIMIWWSA ►■ „ E M -VTO y+w IWy-r ow -0 1_ r. ■IIN= itii-q 11"a' 1% '■ rmwI1■ L F-i■11UWIKP4 IS u4 OW nMM.lff I&S I U _n■I■ I d rT 'wmq i+' T-r-aT 'M&W OLWO -a - r3 led& I 'm "LL ■ ' I to.;" I?01a71■G7 I _ _ mftI:I If .9 11%d '-I ■frpw T111� fT Mrs =im, w;O lT3vd `f�= -nr - ■�`JJ'�I�ti = I I ■ h 11 % P ri - I I t u '■"- mr*tM i ■ I J 0 I 11 n `�r 7- rrod m 1 I I IT1 km r ■ -I — in I �: -WWI"i�LJ Irk ■ `D m I- 71%m TIQI'yr I IN: TT1 Trbm JjD I ILA = I�M. :rGI=•% I d'■X■■iInW 9W gut_ ' W%lug)Q- )MMUELI"1 11 rr f`7Tn III %I-{mmo -Mhiimv ti I Idit1 to i■IV ��j ■■p jb _ 4P� U LLj.* I=mph In I I -M 7 I��+ r� Z I: -4■I IF 9. - I 110 on �1_ I i I I l 1- I� 0-11 1 �1 � —11 �i — - TI It4m I ��I Ialf: �l1 FF&i MV I-D k:-MW Jr Map?r i-w 'no L= 'D L L _ ■ I r 1 - Iaa�4, -LhLt3 =Ijp T.W I ■ - ■ Eu i - o- m a '■ 11F NIT 1 1 mu ■ti — 11 ■ ■ R ■I _ LMO■L n I I I 'y ■■1 - I jMj_ L -_V ZL■ V p IL _UII r'Z■Ia Ip�T IC T CI --It* - r+-A . ■.' f' ■I ' 11 ■ Ar, I-nr -vIt - 71I g9 biLI 17 -_-r IN, in- ■w■7 Ian m*I wlrv] ' ' _ -1S I w wp uu1 C f Ag n I% —L-iu ■ 't-:, w4L%w—l■11r_ _ I y l :� •• _ I .L I T J f _ }I- I -a-t 1-AKxw r 1 i •. ■ -� - I ' ■ f 1 ' ■I1- i ON ■ - ■ti : '=& ■ 11b 7 -411T-p ZTW IrmIc_ r - - - ■■ r ' =i=r4 I ya l�uu�I as _■ FROM TRACY III ENTERPRIZES PHONE NO. : 425+4898294 Dec. 29 2000 08:41RM P3 3. The fallowing problems with the hydraulic calculations are noted: • The hydraulic calculations included with the submittal do not appear to be specific to the piping layout shown on the plans. • The hydraulic calculation nodes are not indicated on the plan shoots. • The hydraulic calculations indicate sprinklers having a K-factor of 7.5, and the plans indicate the installation of Y--inch orifice sprinklers, which normally have a K-factor of around 5.6. Data sheets for sprinklers should be included with the submittal. Note. The calculations are conservative in nature based on 11 sprinklers flowing and 260 gpm hose allowance. The hydraulically remote area could be based on the Room Design Method in accordance with 1998 NFPA 13 section 5-2.3.3 (not applicable If the roof space is the hydraulically remote area), and the application of a 40% reduction in the design area is ailoyad for the use of quick response sprinklers. Ref: 1996 NFPA paragraph 6- 2.3.2.4 4. The hanger details are generic in nature and do not indicate the type(s) or sizes of structural members that the hangers are attached to. S. Verify armovers exceeding 24 inches in length are provided with hangers. Ref: 1996 NFPA 13 paragraph 4-14.2.3.4 6. Details and locations of earthquake sway bracing have not been included with this submittal. Plan submittals should Include calculations of loads for sizing, and details of all sway bracing and connections (including types and sizes of fasteners)to the structure. Ref: 1996 NFPA 13 paragraphs 4- 14.4.3.5.3 and 4-14.4.3.5.6 7. Clearances should be provided around all piping extending through walls, floors, platforms; etc., in accordance with 1996 NFPA 13 paragraph 4- 14.4.3.4.1. Minimum clearance on all sides of pipes 1 in. through 3-1/2 In. should not be less than 1 in. and not less than 2 in. for pipe sizes 4 in. and larger. No clearance is necessary for piping passing through gypsum board or equally frangible construction that is not required to have a fire- resistance rating or if flexible couplings are located within 1 ft. of each side of a wall, platform, or foundation. a. For all inspections and tests, contact Jim Tracy of MJG and Associates at 425-788-8962. We will coordinate with the City of Arlington Building and Fire Departments. CC Dave Anderson, City of Arlington Building Department Tom Cooper, Arlington ("ire Department 2 UJI — —T■ J'L - — L I ' -r I mU- .1 ►71/1■1r 1 - 7 - 2' or ri I II "11 10T 1 ■ ■udIfa 1-1 IL��I :I ■ j - C7 L !JI■I,- Is mljL- IL■ 1 ■ —11-1s 1_ - - 1 IIT I d.%I ' r w wm k r 7lmlyl � ��: �IIRTr�1 r�l � qqft"w ■1 _ 1 r.A r I vd PAWsm FYI r11 d o wur owr■1 1JTp ■11 EMERXWM smr MW& ■ 'd1loc. awm>*Yr in xR L 1Lrur1 ■t•, wsupw I ■ _& ■.Mllbl my I L% 7 ,� =' -l ■i SA •I!%- D: OW -,A .00 's�p r �1 I-nommiR r I r1 mia■mill ■ - or - u' �1 T' -tnt I I ■ trt %t-n t■nl I ■ n -1 r ■ 1L % 1aLaIpii■ . mr WIN ■ ttt-TI nT-mirl IF 0 r' ftrilk1am1i _o4jti 0 SIJ 1gmigggiii %&L imn rM I!■L■ "Ch' wl I tool lOYn I■A I-.v L9 no trTLhm m Jnu-mr. ww I III t 011 I a �n� ■ ��1pI rII '�!'VIt■ a4�.1'ai tii IF mr A ' W WIN - I tiuT 11I Mi ri) tOW7 I I ■ pImmlmMwBl tmlm:l1 11 111103, L - L r- I L I■ = III we r t — I■Il -NJ r• — r gwrLrint I O-r-1 ■ WEP 0 I#xvr4use ' AFL' _ - Il.r r1; = R 1 Q = - r■ IIrp-P-T IIi rm1u-- F- kiV_Liq aLJ 1=AL _mLr ■qM= ■■t.[_n — _L ipWnDs Wq' - &*t rgowppme -LN&-r W s., 'q4 .arm' " loll ti _-gi r rQLW 10 1 F5 C 9'161 F v. ■ 111■ I r: Jill b mol: T-o rmi-M 1 w ' tt IN ' IL tMV6 kp in n1 2 IIF Orel ■J I I- N ti T_ tP7 or tT 71 -�_-1 11IJ Iy 1 0 n ■■■ ■� `1I _ �. ■ t .nismis - r1' 1 __ ■ ` � � t I owl : n rLr 1 r1 ■IJ IT nllt■I _ 1111QIL q 15 Lr ' - —L ■ •.��,11 r 1111 t r % - Ir {1 4 ll_ nt a I WIMIL,■ _ ■.II I 1 ■ 1 1� I . I I .� I I _ I -.�� 1 n — lm 'I I Tl l Iuir1l WNW I ■ II I r' m■ II" m-wm YT I 1 RECEIVED ichael .BAN 4 2001 Gale CITY OF ARLINGTON &Associates BUILDING CODE/FIRE CODE CONSULTANTS December 28, 2000 FIRE INVESTIGATION TO Crown Fire Protection 4932 W. Interurban Blvd. Bothell, WA 98012 FR.- Jim Tracy Code Consultant MJG and Associates RE: NW Veterinary Clinic 16820 Smokey Point Blvd gZ07 Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM The automatic sprinkler system plan submitted by Crown Fire Protection and stamped (sealed) by John J. Abel for the above named facility has been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems (UBC Standard 9-1) for Light Hazard occupancy. The plan review set includes one sheet and hydraulic calculations. This plan submittal is a partial submittal for a tenant improvement and does not show underground piping, system riser, main drain test connection, inspector's alarm test connection, control valves, fire department connection, waterflow and valve tamper indicators, etc. Plan Review Comments: 1. A flow test should be conducted to verify that the water supply information shown on the hydraulic calculations is valid. The hydraulic calculations are based on the following water supply information included with the submittal: Static pressure 48 psi; residual pressure of 20 psi when flowing 2647 gpm. Note: This data should appear on the working plans, along with a scaled site plan showing location of flow test, distance to nearest circulating main and the nearest fire hydrant. Ref: 1996 NFPA 13 paragraph 6-1.1.1 2. The plans indicate a suspended ceiling with no sprinklers above the ceiling. The omission of sprinklers in the roof spaces is allowed by 1996 P.O. Box 1390 Monroe,WA 98272-4390 • Tel 425-788-8962 • Fax 425-788-7492 • Toll Free: 888-456-7300 ichael Gale &Associates NFPA 13 paragraph 4-13.1.1 only if the roof spaces have no exposed combustible construction. Note: The working plans should include full height cross section showing roof pitch and sprinkler deflector distances to ceilings, type of structural members, etc. as required by 1996 NFPA 13 section 6-1. 3. The following problems with the hydraulic calculations are noted: • The hydraulic calculations included with the submittal do not appear to be specific to the piping layout shown on the plans. • The hydraulic calculation nodes are not indicated on the plan sheets. • The hydraulic calculations indicate sprinklers having a K-factor of 7.5, and the plans indicate the installation of/2-inch orifice sprinklers, which normally have a K-factor of around 5.6. Data sheets for sprinklers should be included with the submittal. Note: The calculations are conservative in nature based on 11 sprinklers flowing and 250 gpm hose allowance. The hydraulically remote area could be based on the Room Design Method in accordance with 1996 NFPA 13 section 5-2.3.3 (not applicable if the roof space is the hydraulically remote area), and the application of a 40% reduction in the design area is allowed for the use of quick response sprinklers. Ref: 1996 NFPA paragraph 5-2.3.2.4 4. The hanger details are generic in nature and do not indicate the type(s) or sizes of structural members that the hangers are attached to. 5. Verify armovers exceeding 24 inches in length are provided with hangers. Ref: 1996 NFPA 13 paragraph 4-14.2.3.4 6. Details and locations of earthquake sway bracing have not been included with this submittal. Plan submittals should include calculations of loads for sizing, and details of all sway bracing and connections (including types and sizes of fasteners) to the structure. Ref: 1996 NFPA 13 paragraphs 4- 14.4.3.5.3 and 4-14.4.3.5.6 7. Clearances should be provided around all piping extending through walls, floors, platforms; etc., in accordance with 1996 NFPA 13 paragraph 4- 14.4.3.4.1. Minimum clearance on all sides of pipes 1 in. through 3-1/2 in. should not be less than 1 in. and not less than 2 in. for pipe sizes 4 in. and larger. No clearance is necessary for piping passing through gypsum board or equally frangible construction that is not required to have a fire- resistance rating or if flexible couplings are located within 1 ft. of each side of a wall, platform, or foundation. ichael Gale &Msodates 8. For all inspections and tests, contact Jim Tracy of MJG and Associates at 425-788-8962. We will coordinate with the City of Arlington Building and Fire Departments. CC Dave Anderson, City of Arlington Building Department Tom Cooper, Arlington Fire Department 3 ABEL FIRE PROTECTION 206 481_, P 0.�=�•_�.. 425-48�-50?? PDVANCED FIRE PI�QT. SPRINKLER SYSTEM HYDFAULIC ,ANALYSIS Page 2 DATE: 12/8/2000 C:\XAS$DATA\SMOKEY 20114T.30F JOB TITLE: SKOKSY PdINT OFFICn1RETX1L AkT'ER 31JPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL R£011) NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (P$I) (P-SI) (GPM) Wil, (GPM) (P5I) 5RC 48.0 20,0 2647.0 46.4 $60.1 43.4 AGGREGATE rLOW ANALYSIS TOTAL, FLOW AT SOURCE $60.1 GPM 'TOTAL HOSE STPXAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRIN=RS 31.0.1 OgM NO17E AN'ALY S I S DRTA NODE TAG 'ELEVATION 140DE TYPE PRESSURE DISu�CAE (FT) 1 1510 K= 7.40 12 .3 26.0 2 15.0 K- 7.40 12.6 26.3 3 15.0 K- 7.40 13.2 26.9 4 15.0 K- 7.40 14.5 2812. 5 15.0 KR 7.40 16.8 30.4 6 15.0 - - W 1911 _ - - 1.2.0 _ - - 22.5 8 15.0 K& 7.40 12.4 26.0 g 15.0 K- 7.40 12 .7 26.3 10 15.0 K- 7.40 13.3 27 .0 11 15.0 K- 7.40 14.6 28.3 12 15.0 K- 7.40 16.9 19.1 -30.4 13 15.0 - _ - 14 12.0 - - - - 22.5 - .. 15 15. 0 K- 7.40 21.5 -34.3 16 15.0 - - 21 .7 _ - - 17 12.0 - - - - 23.1 - - 18 12.0 - - - - 23.1 _ - 19 12".0 - - - - 26.1 - - TOR 12.0 - - - - 29.1. _ - - 20 2.0 - - 34.3 B'FIN i.b - - - - 34.4 - - - BrOvT 2.0 - - - 36.4 -. - _ BOR 1.0 - - - - 37 .3 SRC -6.0 saURCr 43.4 31.0. 1 RECEIVED DEC 11 2000 CITY OF ARLINGTON M - >77 ABEL FIRE PROTECTION 206 �81., �? P. 03 .i.D-�e r-7krr Hut)HrgV�--U t.olL h'Rc SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pace 3 DATE; 12/8/2000 C:\HAS'SDATA\S1:0KEY POINT.SUE JOB TITLE: SMOKEY POINT OFFICEIRITAZL k�IPF, DATA PIPE TAG Q(G?M) DIA(m LENGTH PRESS . END ELM NOZ. PT DISC.. VEL(Ek5) PL/FT (�"r) (P�) NODES (b"'T) ( ) (PSI) GPM) Pips: 1 -26. 0 1.687 PL 8.00 PF 0.3 15.0 7 .4 12.3 2$.0 3.7 120 F'TC pE 0.0 2 15.0 7.4 12.6 26.3 0,021 TL 13.00 PV 0.1 ?pipe: 2 -52.3 1,687 P'L 8.00 PF 0. 6 2 15.0 7, 4 12.6 26.3 7.5 120 FTG PE 0.0 3 15.E 7 .4 13.2 26.9 0,076 TL 8.00 Pv 0. 4 Pipe: 3 -79,2 1.07 PL 8.00 PF 1,3 3 15.0 7.4 13.2 26.9 1.1.4 120 FTG PE 0.0 4 15.0 7.4: 14.5 26.2 0.1.64 TL 9 .00 Ptr 0.9 Pipe: 4 -107.4. 1.687 PL 8W00 Pr PE 2.3 00 4 15.0 7 .4 14.5 28.2 15.4 12 0 F'TG 5 15.0 7.4 16.8 30.4 0.288 TT, 6.00 2V 1.6 Pi. 5 -137.8 2, 154 PL 4.00 PE 2.2 30.4 12.1 G 6 15.0 0.0 1911 0.0 0,139 TL 16.00 PV 1.0 Pipe: 6 -137.8 2.154 PL 3.00 PF 2.1 6 1510 0.0 19.1 0.0 12.1 120 MG T QE 1.3 7 12.0 0.0 22.5 0.0 0.139 TL 15.00 PV 1.0 pipe: 7 -1.37 .8 4.316 PI. 12_83 PF 0.1 7 12.0 o,o 22.5 0. 0 3.0 0.120 FTG Tt 12.83 PE 0,� 14 12.0 0.0 22.5 0 .0 Pipe: 8 -26.0 1.687 PL 6.00 PF 0.3 120 FT 9 15.0 7.4 12.7 26.3 3.7 0.021 TLC 9 13.00 PV 0.1 Pipe: 9 -52.4 1.681 PL 8,00 PF 0. 6 7 .5 120 FTC; 10 15.0 7.4 13.3 27.0 0 ,076 TL 8.00 PV 0.4 Pipe: 10 --79.3 1.687 FL 8.00 PF 1.3 10 15.0 7.4 13.3 27 .0 11.4 12G FTG - - FE 0.0 0.165 TL 8,00 vv 0. 9 1X 15.0 7.414.6 29.3 Pip to-; 1.1 -107 .6 1.687 RL 8.00 PF 2.3 15.0 7.4 14 .6 26.3 15 .4 120 FTG - - PE 0.0 11 12 15.0 7. 4 15.9 30. 4 0.289 '"AL 6.00 Pv 1. 6 Pipe: 12 -139.0 2.154 PL 4 .00 PF 2.2 12 15.0 7 .4 16.9 30.4 12.1 q,139 FTG 16.00 PV 1.0 13 15.0 0.0 19.1 0.0 I ■ r _ ti 1 k. ■ 1 ■ , Em ■ ^ ME ■.I . a 1 ` ■ 11 r ■ FI% ■ ■ - I �-. ■ �■ ot ■ , ■ 1 1 ■ ■ C ■ 1_ 1 r _ ' ■ ■ I' - ' D' - �� i ■61 ' - I ■ • I - ■ 1 ■ 1 � ■ _ 1 1 - 00MEN ' ■ - - �� - .■ I 1 I , 1 ■ _ - No■ ■ ■ rl - 1 ■ _ I ABEL FIRE PROTECTION 1 981 8695 _. F . 04 M SF1�I1dYtLE[ BYST HY0M0LZC 1,tsA��1 C:\HASS1 `�A\SMo1iBj EOINT,$t)E DATS: 12/8f2000 PRESS . JQB TITLE: $Mor'EY EpINT OFFxCEIi�'T'AxQ(GPM) DIA(YN) LENG') SUM. V'E1+(FPS) HW(C) (FT) PSPE TAG PT D�BG. IN(C) fgS�) END ELEV. �90 " (P5I) JGpM) NoM (PT) PL 3,00 PF 2.1 -138.0 2.159 L PE 1,3 Pipe. 15.0 0.0 19.1 0.0 12 .0.0 1 1.2 0 VT G 0.139 TL 15.C'� PV 1.0 13 14 12.0 0.0 22 .5 0.6 -275.8 4.516 EL B-00 PF 0.0 120 FTG i kE Pipea 14 0.0 6.0 g� 0 ,2 14 12.0 0.0 22 ,5 0.0 0.017 Tt 36.00 12.0 0.0 23.1 1$ 2,154 PL 4.00 PE 0.2 �34.3 0.0 pipe. 15 34,3 3.0 1Z0 FTG '� FE 15.0 7 .4 21.7 0.0 0.011 TL '16.00 Pv 0.1 15 15.0 a.0 21. 7 16 3.Q0 P�' 0."c -34 3 2.154 PL T PE 1.3 pipe: 16 0 0 21..1 0.0 3. 0 121) ��' 0,1 1F� 1.5.0 23.1 0.0 0.011 TL 15.00 PV 17 1.2.0 0.0 5.D0 EF 0.0 -34.3 4,31E 8L p. T PE 0-0 1,20 pipe: 11 0 0.8 FTG 0.0 17 12.0 0.0 23.7. 0�.000 TT, 33.00 PV 1� 12.0 0.0 23.1. 0.0 -310 .1 4.316 FT 1�532T PE 0.0 ripe: 1$ 12.0 0.4 23-1 O•D 6.8 124 � 0.3 18 26.1 0.0 0.p21 TL 235.00 FV 19 1�.a o.o 4. 1.0 -310.1 316 PZ 35.0� PE 0.0 F pe: 19 0.0 S.9 120 TL 49.00 FV 0.3 �� 12 .0 0.0 2 .i 0.0 0.021, TL TOR 1,2.0 0.0 � �310.1. 4.316 PL 10'00 9 o.FE 4. pipe: 20 0.0 6.3 120 FTG 29.1 TOR 12.0 0- Q.021 T 0 34.3 0.0 T, 20 2 91.00 pV 0.3 je pl, 4.00 PF a. -31D.1 9.320 _�_w PE 0.0 pipe: 21 0.0 6.8 1. FTG 0.0 34•3 0.021 TL 4.00 PV 0.3 20 z .v 2.0 0.0 34. 4 0.0 BFI .0 EZ7{EF7 RE PRFSSU �1 9�mY0 pipe: 22 4 0 2.0 Ps1► 31.0 STOUT 2.0 2 0.0 34. 4 0.4 SPIN '0 D .4 200 PT -37.0.1 4 .104 FL . E �'E 0.4 Fipe: 23 0.0 7 .5 120 TLIIT 0.4 aE'OUT 2-0 0'0 36�� 0.0 0,02G TL 20.OA pV BOR 1.0 0.D 37 . 0 3 : 2 -310.1 4.1.00 P , 63ETG PE 3.0 eoR pi ; .� 140 FTG P 1.0 0.0 31.3 0.0 7 0.020 TL 154.00 FV 0.4 43,q (N/A)sRc �-6.0 SRCE IS Page s SpIkINKLER SYSTEM HYDRAi1LICC. xgDA�'A\SMOKEx FaINT.SDF DATE: iz/8/2000 ,708 TITLE: gMOKZX gOYNT OLFrCElRETA>:L NOT E5: (1� calculations were performed ]�Y the HMS 7 .2 .omputer program uzld+ar iiognse no. 49040769 granted by HP.S Systems, Inc. 4792 LaVista Road Tucker, GA 30084 to ZrOvide an average 1 1 r�� 1 � - - 1 ti• - 1 - r■ 1 1 - 1 ' 1 1 1 .. �I ' 7 1 ■ r 1 � ti ■ 1 - 1 ■ - ■ 1 ■ 1 ■ � 1 1 ■1 � 1 ■ - 1 • 1 1 1 1 �■ ■ 91 0 1 . MEN 0 17 ■ _ ■ - G ON IN 1 1 ■ _ 1 ■ 1 ■ ■ ■ 111- _ ■ 1 1 ■�. r ■ 7 ■ 1 1 . ■ ■ ■1w 7 . . ■ 1 ■ 1 L Y 1 7 . 1 -m ■ eorm ■IN■ ■ _ ■ . ' - ■ ■■■ CIS ■ ' . 1� ' . . . - - - ■ I ■ 1■ 1 -1 L _ _ 1 � imbalance at ea0h node of 0.003 gpm and 4 maximum imbalance at any node of 0.073 ggm. 1%3) Velocity eln are y nedyre not useddinbaacinq the system- Maximum watervlodt is 15.4 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE ?Jpe Tai�ile Name: STANDARS3. PIP PAGE- C MATERIAL: XL/MLT HWC: 120 DiasnQte�: j�quivalert Fitting Lengths in Feet'. 11 l ri) T L C � A Ell '.ee LngS11 ChkV'_v HfyVIv GatVIv i,.L �Chk D Zv PTEe 2.154 6.00 12.00 4.00 13.00 1 . 00 l.Do 12.00 12 .00 12-00 PAGE: 0 14ATERIAL: CL5201 KwC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E x G H G N Vly NBT6e Ell Tea LngEll Ch'kVly BfyV1v Gat 4,100 18.00 36,00 11 .00 39.00 22.00 4 .00 26.00 PAGE' F mATEp%jjZ: FLW195 HWC: 120 Diameter Egkjivalent Fitting Lengths in Feet k, D � T L C B G E11 Tee L Chv1v Dfyvly GvIV A1mch•r b yvlv q,316 i4.00 28.00 8.00 31 .00 1-1 .00 3.00 40.00 44.00 0.00 . . L ._ 0 WIN ME ON M ON P6 No ON L IN ME _ 1 . . _ . 1 • ■ ■ ■ . 1 : ■ ■ , ■ ■ _ ■ ■ _ _ . 1 ME ME ME ME No mmill T op ■ M. L ■ ■ . ■ . . . . . . . . . . MIN MIN MIN - I 1 MOM _ � ■ � .� . I . ■ . 1 ■ ■ ■ `7 1 _ _ . . II 'ME MOM ME 0 ME 0 r ■ � 7 ■ � ■ • - 7 •■ • 0 _ . RECEIVE® -7 7 AN 2 5 2001_ /CITY OF ARLINGGTON Ice; a -2� CArIAl 2. •,: ���v � .at' '� ti w-• - - - .fi� J 1 .., .. _ � � .� �- � �� r I Karen M. Abel, President ` Crown Fire Protection, Incorporat( i:rify that before me is an original copy of Crow.. Fire Protection's official state contracw,js license: lI 12 q 00 - Karen M. Abel, President Date Subscribed and sworn to before me, This &ay of k[ yt yI y- A.D 2OOL-) (Notary Public) •.••••'•'•••.., � s�OUR My commission expires 10/25/00 County of Snohomish ct� �d l` State of Washington ';�� � O ilYgstl DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY - -REGIST. # _: EXP.` DATE CCBO CROWNFP044LL '0.4/08/2001 EFFECTIVE DATE - 06C13/.1996 CROWN• FIRE PROTECTION INC RECEIVED PO BOX 12113 MILL CREEK WA 98082 DEC 5 - 2000 ? I 1 ' F625-052-000(8/97) CITY OF ARLINGTON Detach And Display Certificate /YJ� _ L j 7 ABEL FIRE PROTECTION 206 481 8695 P. 41 FAX TRANSMITTAL Fax No. 360.435.3906 CROWN FIRE PROTECTIONt INC. 12111/00 Building Department City of Arlington ,NW Veterinary Clinic ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply Jessica Robinson PH:425.481.7669 FX:425.481.8695 The tax id number for this pro t is 9 011. o follow are the hydraulic calculations. If you have any questions or need any additiona in orm ion, please do not hesitate oo call. P.O.BOX 112113 MILL CREEK,WA 98082 PH:425.481.7669 FX-425, 481,8695 1 'f I I - ' _ ' ' I ' I ' 1 I I I 1 k�� I I ■ A I ~.3a TU,-rQ _ Iq rlM j 1rjri TT-1 ; V1 1 1 1 r!-xm I I LETTER OF TRANSMITTAL CROWN FIRE PROTECTION, INC. TO City of Arlington DATE 11.29.00 238 North Olympic Avenue ATTENTION Plan Approval Arlington, WA 98223 RE N.W.Veterinary Clinic PHONE 360.435.0724 16820 Smokey Point Blvd. Arlington,WA 98223 WE ARE SENDING YOU THE FOLLOWING ITEMS: RECEIVED ® Attached ❑ Shop Drawings DEC 5 - 2000 ❑ Plans ❑ Copy of Letter CITY OF ARLINGTON ❑ Hydraulic Calculations COPIES DATE NO. DESCRIPTION 5 11.29.00 Firesprinkler plans 1 11.29.00 Copy of contractor's license THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval ❑Approved as noted ❑ Resubmit copies for approval ® For your use ❑Returned for corrections ❑Submit copies for distribution ❑As requested ❑Return corrected prints ❑ For review and comment Remarks: Enclosed are five firesprinkler plans for your review and approval. These firesprinkler modifications do not affect the hydraulic calculations. The building permit nurnber is 00 4207. If you have any questions or need any additional information please do not hesitate to call. COPY TO S104ED. JE CA ROBINSON P.O. BOX 12113 MILL CREEK,WA 98082 PH: 425.481.7669 FX: 425.481.8695 r -+IM' r I 11. ` V �- City of Arlington Building Department .iN G,tO FAX Cover Sheet Date: �� 5 00 Number of pages to follow: Response needed As requested FYI TO: FHZNI: 0..rwan Eire FAX #: 1015-V FROM: Aa 4-A RE• 06 Ajon I;/- Aiki vo Cho nip Additional Comments: -q draij so Qrece-cc jo ^01 1A - Val11 IF . &ase submi+ T %I P ropejo*q 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 IN lk tt t4 14e Ant fp- JK �;,I, '. t;A W. 'W.. LETTER OF TRANSMITTAL CROWN FIRE PROTECTION, INC. TO City of Arlington DATE 11.29.00 238 North Olympic Avenue ATTENTION Plan Approval Arlington, WA 98223 RE N.W.Veterinary Clinic PHONE 360.435.0724 16820 Smokey Point Blvd. Arlington,WA 98223 WE ARE SENDING YOU THE FOLLOWING ITEMS: ® Attached ❑ Shop Drawings ❑ Plans ❑ Copy of Letter ❑ Hydraulic Calculations COPIES DATE NO. DESCRIPTION 5 11.29.00 Firesprinkler plans 1 11.29.00 Copy of contractor's license THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval ❑Approved as noted ❑ Resubmit copies for approval ® For your use ❑Returned for corrections ❑Submit copies for distribution ❑As requested ❑Return corrected prints ❑ For review and comment Remarks: Enclosed are five firesprinkler plans for your review and approval. These firesprinkler modifications do not affect the hydraulic calculations. The building permit number is 00 4207. If you have any questiobs or need any additional information, please do not hesitate to call. COPY TO SI ED. JES I CA ROBINSON P.O. BOX 12113 MILL CREEK,WA 98082 PH:425.481.7669 FX:425.481.8695 r w^ CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING O MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. MAIL ADDRESS CI71• NW Vetinary Clinic 8500 Cedar Home Drive Stanwood, WA ARCHITECT OR DESIGNER MAIL AOUP.E$S CITY ZIP PHONE "- - GENERAL CONIRAC foR MAIL ADDRESS CITY ZIP PHONE LI NSE MM Ken Berg Construction 4209 188th Street NE Arlin M gton, WA 98223 LCIIANICAL CONTRACTOR MAII ADDRESS ----• _ CITY ZIV PHONE LICENSE/ Crown Fire Protection, Inc. 4932 W. Interurban Blvd. Bothell , WA 98012 425.481.7669 CROWNFP04L PLUMBING CONTRACTOR MAIL ADORE55 CITY LIP PrICNE LICENSE R CLASS OF WORK - --- —. ---- — O0NEW ❑AUDITION ❑ALTERATION ❑ REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUAIIONOf WORK f 2,000.00 DES(;RiBE WORK Add 31 sprinkler heads r ' :0 PRUPOSt 1)USE OF BUILDING ----- �.. commercial I HEREBY CERTIFY TI•fAT 1 HAVE READ AND EXAMINED THIS APPLICA- Z LLC.AL DE5(-RAPT IQN OI PRUPEK7Y ISHOwN BELOW OR A I IALH FOUR COPIES) TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIGNS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK wI BLvcK _ _—af WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE d GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO J VIOLATE, OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX la NUMBER FROM PIROPERTY TAX STATEMENT' LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. II]PaUURLS� SIC+NATUREOF ONTRACTOI+OAAUTHORIZEDAGENi DATE ///`�� t 1.6820 Smokey Point Blvd. X (OPPICI?059 ONLY) - rLUMUING TICITANICAL No. TYPE Or FIXTURH FES x's FIXTURES No. TYrB OP EOUIPMIIrIr Pee x'e NIaTURCS W� NATER CI.OSL•T(TOILI3T) &TR COND.UNITS-R.P. E& Ntip.lix�• JATHTUB 2PRIGMIXrION UNITS-II.P.Ilk z'li .liu•' ,,AVAT(aRY f;ibS3H BASIN} 301LBRS-H.P.PA. a u .IiAt•+ ;HOWER 71AS PIRED A.C.UNFFs-TONNAGE EA. ► ui :Ilat•' :nCIJUN SINK A r)ISPO5AL lORC'BD AIR SYSTRMS-R.T.U. MP.A•r IISI I WASHUR ALL I I L'A'I'!ILS-D.T.U. M ^AUNDRY TRAY IN1T 1113ATP,RS-D.T.U. .+ .LO'I'HSSWASIIER _ VAPORA'fIVB0001.TS23 F WATER BENITR LOTItE5 DRYH7ts )RINAL ✓IWTTLATION FAN'' I )RINKINO POUNTAJN —� %tI06 HOOD COMMRRClAL MOOR DRAIN kIR HANULINO UNIT- CPM VACUUM EIR&MRS iTOtiE tOOP DRAINS-RAINLIT ADERS BTAL FIREPLACE&CHIMNEY UN&fSURVICH-BAR,U=. WATER HCATPR SAS PIPING *(up to 5+.53.00.addnl. • ulpmeK II,t must 6E peoylded SUR TOTAL SUB TOTAL Pt2tMlT i PERMIT p TOTAL PEE-' TOTAL PEE; SIM YANU jE IBACK S IRiLl SL IBACK REAR YARD SETBACK I PLAN CHECK NUM9ER '• PLAN CHECK FEE ` FEE RECEIPT NO. L'SI' /UNt LOT AKEA•.r' VACANT SITE r .r ❑YES ❑NO FEES VALUATION FEE TYPL OF CON51 99C.UPANCY GROUP NO.OF DWELLING;UNITS PLAN CHECKING NO SILL Of BLU(,. NO.Of 5Tf)RILS MAX.OCC.LOAD BUTDING S _ PLUMBING FIRE SPR INXIA RS REQUIRED ❑YES ❑NO MECHANICAL ... n l� e� �• �' dryr,,,.;y;r;Y"�Ititsa�+ '�+dpP..a��,:�k�,t.,�;q++.r�:}� ��' ��tia�- - .. � �a�*�• City of Arlington Building Dept FTRR DEP RTNUM CHECKLLSI' PERMIT # DATE: �rX NAME: (Ol tee t lP ��� I Y1 !C— ADDRESS: L/6n" f 1-V [) LEGAL: BUILDING USE: �f PTloX1(V�Xc 1 l (I(1L OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 1 3 1 1 2 1 1 1 2 1 3 1 4 1 5 6 7 I M R S U 1.1 1.2 2 3 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE HOUR N H.T. ONE-HOUR \ N Item inspected& completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Tc�—� Date: tgmture BuildWormTdchecklist ]• + '� `I ', I�-__� I. _�,-' •III ,�.� �_ I'I ��I I /I V II.'�'.I I I l i.-.- I I I I•It� l I I . - I j. 1' ' l i� _ I I 'l l I "i I ii i i • F I1 - I _ I I r al u[IFk n I II n Ill, Mill dk III •. �I f - � n II r • II I_ Ja , \ti City of Arlington Building Dept _I) LA DEPARTMENT CHECKTJs-r PERMIT # 3? � DATE: NAME: �� r�� U 0 I n 1 C- ADDRESS: { lP b . D s/Yn.I m ff 2 t- LEGAL: L�g -0 to -(Q pj L BUILDING USE: i/1(r,OCCUPANCY CLASSIFICATION: A B E F H F 1T 2.1 3 4 1 2 3 1 2 1 2 3 4 5 6 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR I N ONE-HOUR. N H.T. ONE-HOUR N Item inspected &completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: igmture BuilMorm%dchecklist %,Al 1 ILLuull u LWUhA hi d 1T 1 rj � I 'I : - ■ i��. l�_ 111ti?rJ "r'3?'69'I F:� I _ Ij di _ f 11L IE±ii . I I r 3r r� I I r1LJi' 1 E! v MCI !AID Pir I I ' I 9Li13i -m1 ! — r rr IT I Kia �fl 1f141I I s11 11�Jr'Lx A -1 ! +rre J iiOW61= ■M - ' ■1 ■1 WIN 1 rr i fi ■ ■ —_ — - - ■ ■ n r I' mll■l I IC ' I -err r ■ ■, (m -n gLi1 I I 1 ■ 0 c I BUILDLN U PERMIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTZL,PTY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACKING Name: Permit #: Project Type: Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: B u ild\formslchecklst CONSTRUCTION PERMIT ] _ COMBINATION n BUILDING Q MECHANICAL PLUMBING SIGN PERMIT NO.1 3 7 OwNfR MAIL ADDRESS CITY ZIP PHONE NW Vetinary Clinic 8500 Cedar Home Drive Stanwood, WA ARCHITECT OR DESIGNLR MAIL ADDRESS CITY ZIP PHONE GENERAL CON rRALIU MAIL ADDRESS CITY ZIP PHONE LI�NSE/ Ken Berg Construction 4209 188th Street NE Arlington, WA 98223 AI.(IIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ Crown Fire Protection, Inc. 4932 W. Interurban Blvd. Bothell , WA 98012 425.481.7669 CROWNFPOAA FLU 113ING CONTRACTOR MAIL ADDRESS CITY _ ZIP — PHONE LICENSE/ r CLASSorr WORK NLW ❑ADDITION ❑ALTERATION REPAIR ❑DtMOLITION El BUILDING RELOCATION t � vnwnl ION—OF WORK s 2,000.00 DESt,RIBE WORK Add 31 sprinkler heads VRUPU,1 U USE Of BUILDING n commercial I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- 7 LLLnI DE SCRIPT ION OI PROPER f Y(SHOWN BELOW UR A I TA(H FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI --BLOCK . -_01' WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE t GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE, OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX IUNUMBER FROM PROPERTY TAX STgTEM>rNT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. SIGNATUREOF ONTRACTORORAUTHORIZEDAGEM DATE j IOPAUDRL$S T 16820 Smokey PQ_tnt Blvd. X (oefic9 uSri ONLY' -' PLUMLIING VPCIIANJCAL NO. TYPE OF FIXTURE{-- FEE s•s FIXTURES NO. TYPES OF EOUIPMENT PER is NIXTURCS JVATER CLOSET TOILET) P0R COND.UN1TS—T3 ui.P_ EA. u 3 .list" ATHTUI3 _ tMTRICWWrION UNITS—ILP.RA. 7 li -H01 ptVATORY(Viiisn BASIN_ 301LERS—H.P.PA_ v u .lilt** HOWIIIL TASPIREDA.C.UWE!—TONNAGE EA. 1 d[ :list" cnCI11SN SINK&FMSPOSAL IORCUD AIR SYMM_S—B.T.U. MF.A.r" 31SIlWAS1113R ~— WALL IWATIRS—IB.T.U. M � _ - .AUNDRY TRAY W1 11EATIRRS—D.T_U. f ;VAromwrivia coo iwt5 ,r WATER HE/►VER TfIPS DRY1MS )RINAL 7PNTILAT30N PAN' _ 711INKING POUNTAIN _ RANOR HOQD'COMMURCIAL 7LOOR DRAIN 11R IinNliLINO UNIT— CPM VACUUM BREAt4i3R9 ,gtlE ZOOF DRAINS—RAINLFADERS _ ABTAL FIREPLACIZA CHIMNEY 1149 ORRVICA—BAR.LiTC. WATER HEATPR f. 3AS PIPING •u to 5 w f3.00.Addgl.=5.75 _ .,*Equipmew list mud be provided ~ SUB TOTAL SUB TOTAL PERMIT PERMIT TOTALNIIE'' 1 TO'TALFEB SIUL YARV SE I BACK S FREE1 51L IBACK ;•'� REAR YARD SETBACK PLAN CIIECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. L151. ZONI LOT AKI..A VAt,ANT SITE YES NO FEES VALUATION FEE TYPE 03 CON$I UPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NO SILL Of BLUG. NO.Or STORILS MAX.OCC.LOAD WILDING 3 __ PLUMBING FIRE SPRINKIARS REQUIRED Fl YES {,NO MECHANICAL CONSTRUCTION PERMIT" ❑ COMBINATION ❑ BUILDING, MECHANICAL PLUMBING ❑ s1C,N _ PERMIT` N�. 3 L OWNER MAIL ADDRESS _ '— ZIP P►IONE NW Vetinary Clinic 8500 Cedar Home Drive Stanwood, WA ARCHITECT OR DESIGNER MAIL ADURE$S CITY ZIP PHONE GENERAL CONIRACIUR MAIL ADDRESS CITY ZIP PHONE LICENSE Ken_ Berg Construction 4209 188th Street NE Arlington, WA 98223 MI C.11ANICAL CONTRACTOR M41L ADDRESS 1,11Y ..IP PHONE IICEN$E Crown Fire Protection, Inc. 4932 W. Interurban Blvd. Bothell , WA 98012 425.481.7669 CROWNFP04h PLUMBING CONTRACTOR MAIL ADDRESS CITY TZIP PfIONE LICENSE I CLASS Of WORK OONLW ❑ADDITION ❑ALTERATION REPAIR ❑OtMOLITION ❑BUILDING RELOCATION Q VALUAI ION OF WORK Q�O �. uj DESCRIBE WORK -- r Add 31 s rinkler heads Co PRUPUSt t)USE OF BUILDING W commercial I HEREBY CERTIFY Tt+AT I HAVE READ AND EXAMINED THIS APPLICA- )•OUR COPIES? TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- 2 LEt.AL UESCRIPt1UN Of PRUPER'f Y ISHCAVN BELOW UR A T IACH SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK Z -. ._ ter L0r BLUCK .__ WILE, BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE W GRANTING OF PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATF, OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR a TAX 10 NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATINC,CONSTRUCTION OF THE PERFORMANCE OF Hs t o D(:�o _D 1 O CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OFF)ISSSSUUAANCE. tO.T IOHaUURLSS SIGNATURE OF OnTRACrORORALITHCRIZEDAGENT , DATE t 16820 Smoke P vd X (OPFICH V0 ONLY) -' ' PLUMtt1NG ,ANICAL ENO. TYPES OF FIXTUR8 pas s's FIXTURES T3A5 TYPE OF EOU1PMENT PEE ,'e FIXTURES ATER CLOSET TOILECI COMMUNITS -Tt.P_ 13A ui ,list•• AlHTUB fION UNITS-ILP.E ii .lilt•• VATORY Ji[lA51N H.P.P.A. u .fiat•• HOW E;I A.C.UNrrs-TONNAGEEA.17CIlfSLV SINK 1h DISPOSAL R SYMMMS--B.T.U. MPA 2IS11 WAS R� ALL I IdNI'T?pS-ILT.U. M UNDRY RM NCI'usATCRS-DT.U. I,vIHES WASt V'APORA'flvgt ATER HEATMt LOTETES DRYPAS JRINAL E7MLATION FqN , RildlviNO FOUNTAIN IRANCH HOW COMMERCIAL LOOR DR,UN R LING3 UNIT CtM ACUUM BREAKU" VE OOF DRAINS-RAINLEADERS EMAL FIREPLACE&CHIMNEY \ INK VICE BAR,I3PC. ATER HEATPR AS PIPING •v to 5-$3,00,addnl.=$.75 f' • tti meat fist must be proWded f�. SUE TOTAL SUE TOTAL Pt1LMlT --- PERMIT TOTAL PM' _ TOTAL PEE SIULt'ikU5E1$A(k ISFRLl;1$EiBACK , R£ARYARDSEtSACK PLANCimr-KNUMBER PLAN CHECK FEE FEE RECEIPT NO. USF/.ONt LOT ARF�i' VACANT SITE �/ ❑YES []No FEES VALUATION F E TYPE Ol•CONST O UPANCY GROUP NO,OF DWELLING;UNITS PLAN CHECKING NG J 27 � St/.L OF'SLUG. NO.OF STORILS MAX,OCC.LOAD 8U'LDING PLUM BIND 111 T IRE SPRINKi,0tS R6OUIRELI' 714*4­1 p YES NO MECHANICAL COMMENTS /a_� 60a� � � 5TAT@BLDG_GC1DE ENERGY CODE SURCHARGE PENALTY SEC.303(a) 0 WATER/SEWER FEES Kh_ F C, l� TOTAL n, PERMIT VALIDATION WHEN PROPERLY VALIDATFD ON TIt1S SPACE)THIS IS YOUR PERM17 RECEIPT _UEA - O /? b PAID _CR&__ BY CC:ASSESSOR,APPLICANT,TREASURER,BLDG. DEPT BUILDINGOFFICfAL DATE RECORDS COPY N loll lol II I � � i m III � I j l I _ o j� ioj ieUCI K.TF I l r 1 II ill I II I � o of oI ? N I I Iy# � I i i i I I I i i to I I I I I I l t I I Iw I 10 I l i i I � f i o . F� 111 O 1 I IO O O ,I -7 I i I I � of O I I ^ d 2 " S w N t 4 M t ell i a 2 if D 2 „ A M r r Zp 2 su £ pi S� 3'e I C 9 m I r rL— m ib 0 m� o a� Z a 4 T 0 F N m t y rn� L ? c t m r I m C � o J I