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Permit D99-0227 - Petschls Quality Meats - Storage Racks
sluaw Smento SjqZ,SJd Q�2iIdX� 7 City of Tukwila t Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9089 Address: 1150 ANDOVER PK E Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: The granting of his cancel the pr vision or the perf•rmance developmen p '' rm Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: .0 South: Sewer: Slopes: Contractor License No: APPLIHNO33JT Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: N Private: N Permit Center, Authorized Signature:_ .0 N/A N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431 -3670 D99 -0227 ISSUED 07/27/1999 01/23/2000 WAREHOUSE 1997 SPRINKLERED .0 OCCUPANT PETSCHL'S QUALITY MEATS Phone: 206- 575 -4400 1150 ANDOVER PARK E, TUKWILA, WA 98188 OWNER PETSCHL TUKWILA PTRSHP 1150 ANDOVER PARK E, TUKWILA WA 98188 CONTACT RICH CHAFFEE Phone: 253 - 395 -8500 8531 S 222 ST, KENT, WA 98031 CONTRACTOR APPLIED HANDLING NW INC Phone: 253- 395 -8500 24217 138 AV SE, KENT, WA 98046 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PALLET RACKING IN EXISTING WAREHOUSE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .00 Meter Permits Listed Separate) Eng. Appr: N N No: Size(in): .00 N N Start Time: End Time: N Cut: Fill: N N Start Time: End Time: N No: N Private: N Public: N N N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 211.16 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i Ctipr -CLE_ Date: Dated7 vi 7/Y7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. g�- does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this if the work is not commenced within if the work is suspended or abandoned inspection. 1 t'1•� "'iL rJ C 1,is L S 1 2 ' Y CS .r?1, C }'e1 1 t fi'..I r t ls. ` 11 ;t. o L,tS. +if LL' 1,r"-G 1. +1. • Li 7 1,3 ,r;� 2..!:32•34..14 90 ,+ J.*►4�t:: 4, 4 #'4 , 4 4 4 k 4 ; t 4' #.fi''4'k 4'4 4 '4'4 :4,.4 '14* 4'4 4. k'4 4 k'4'4, k i /' k4 4 .;4 4 4 h 4 4 4 -� 4 • ':4 4 r';nliyt. Cori ii t i+?r1 • f { I4'.) . : -•+ t �� Mild +1e Ctl F i"ik . D i4il1:. ltrY 1e9. ,proved D!r ci tr'niT eer•'. ar i •tr t l,t11 1rF4 1L3 1 U3 ^; tt1 ;; f i1,i,�; r4r1. 1-21- f+erm,ta tra';C+C'LtlO #i ,P e t.47. ils - cin • pre.e-ta4te l +1. tiif1'_ ; 1 1aO 1e :43t . tne . JOb • , 31'te L?r`io' ,rc. trre s an t l'`ri 3 C elf C•CiClni. iii.c 1nt-,A'irieo ;C:s13 {1, :rye 1- L4o .tlr..:.tJTlCi i :i 17iJ :1 x tin bi c.tion err +:fV4t ! i s 4P'.a ?l.t• ;'A 1'1 4i1T1 ;Li .Ct1Llrit • .0.1 ;74h <ioite ' "in tronf. - Of rive! %C',ktl at►jlTl"?� }t't1 C+ '3Pit1 ,t eoCJ f:i l'ilitjt ti ti tf e tJfl 11u n! 13 i...101 99-'2:::1 tltlr i': ti t1. ai1Cu'1 CI 1111 T:r or m Me iidf37 tsa 1 t :trcit' ::t l' +'!'` td.1 C ioe! •, rl }1 We! r.n1,41.�7t +L ?ri +t t. t. ttl t?r' '..t1q : t,.1'':1 r ti 1 Pe`e'4,4 T.;.: "' Ti "!e S15 nce +] -per 1113 G - " +�t�'= ti1?CiP'tlLr ,t'rt 1. ten � til� c1 7'i ca t. i onS. , ,r,ti cc ti! Gi+_ . :Ira 1 1 di C1 L. ;C +N : co .a.. '.peP fl1l t Ttr ; pCi1'o a 1 of any b'r0 1 c. 1 01'6:6 ts`f.Otls OT..•t11 .lath 1. i.rit] 666e L?r `Lll d(1V t1Ci7e' ?� Cilt tl iri'.�n t�ie. 01 Ti1� .1lJ i41. o U@P'Irll c.,• pr; t • r :i] b''�t±�. lJ,t17 P = 1 tv tc' .,V.1.01•.etCC o t ,.!.iiT't.ce 1 ,tJ1C:,C+Pov1S,1+JTr�.' +_ +1 : Cl1t1S 1 :be ..v.ia Ltd Project Name/Tenant: , �� 4.S A M41- ? �w� "o, hi 9f/ City State /Zip: , Nie4 Xcd c4 1.44 Value of Construc�ion: 3,--900 ° Taxl'arcel Number: c242.30 9 9 6 Site Address: �tr�� " M /50 vvo1/ Property Owne • - -/sc/S■ 1- L v,4-61-)/4), /vi? d es f;//iP Phone c 'Z f • s 2s = V oC Street Address: � City State /Zip: / �,v v � �rP� Z6' G va 9b'i� Fax # _ o�(�� ,s y7c Con 9/d O /..n 7�dy -//✓' ,i 2 /%- 9fU.3 Phone: ,i __, � 573____,:s.-.00 _ s- " # /ms �i � Fax �$ y 373 ? l St s c� Co /Zip• / cS. 22z �•— 5 �� , vi 1 X10, ity S y y Architect: / Street Address: City State /Zip: Fax #: � " e r9S /G / t/G42 Phone : 69426 . of ji• J G/� d S t ss: / City S t Z • Fax #: ContacNPerson: X /G/ (.///9/ -1 Phones — x,5 .... ; ?9s—_ er:5 -00 Street J S e ,a 2. City State / ik f gr A Fax #0r ?Q � es Description of work to be do e: !"" _____ /94 f r - c, /ri) C ' C,e�/�9/2C-�/�` C4L- — Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family , Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? . ❑ yes rgi no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ra yes ❑ no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: __ existing Area of Construction: (sq. ft.) /% 3 � Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS PLAN REVIEW'OF THE FOLLOWING:: (Additional reviews may be determined by the"Publlc Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension Cl Storm Drainage ❑ Street Use ❑ Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CIPERMIT.DOC 1/29/97 Projeus Number !, Permit Number: El Flood Control Zone El Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application c epf 1 Date a T -i- lication expires: - ooct Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM ALL COMMERCIAL/MULTI -FA► ILY TENANT IMPROVEMENT /AL ` 'ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. El ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ El Construction details El El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY PENAL T/3 BUILDtG O Signature: Address CE RTIFY T PERJUR CTPERMIT.DOC 1/29/97 NE AT I HAVE RE YT EL Print namd''' c� r'HAFce B ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER T: STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: I" /997 Phone: Fax # s � gp �� ✓ Citty / /State /Zip� /, l 5;.G03 Akk kkk ** *Ak *Akkk•kkkkAkk*Akkkkk 0, kk•kkkkdo•kkAA*A k*A*k•k kk *4A A * 1 * I k. CITY or TUKWI:LA, WA T. jG TRANSMIT k* *A *AkAk•k**k* *Akk *Ak * *L*kklr* • kkAk7(k kk :44::kkAk4e7IkAAkk +A4AkA #k.kA * TRANSMIT Number: R9800099 Amount: 2 11.16 07/07/99 14 :0i. Payment Method: CHECK Notation: APPLIED HANDLING 'nit: FLU Permi t " No 099-0227 Type: DEVPCRM DEVEI.OPIILtd'fPERMIf Parcel No 262304 -9089 Site . "Address: 1150 ANDOVER PI( E Fatal Fees: 211.16 This Payment 21.1.16 Total ALL Pmts: 211.16 Balance: .00 kAA AAA* *AA* * *A *A*•dA•k * **Ai*A* *k0 *AAr4 4Ak+k*A* *•kx *k* **kA:kA4A**AA ** Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - N(1HRES p PLAN CHECK - NONRES k STATE BUILDING SURCHARGE Amount i. 25.2 81."41 4.50 '476547/08 9717 TDTAL AE4rs /45 ..•Vt000e e 6 r' /t� t.�.� /c.5�, ° Nq -0227 Es Project Info "I" Addr' /Z 960 c i 64/Art CJA- C. Dale f3 )2• 4 / 6 f 1014,& 1 Ltd- i i»4 1 Z 4f Covered Parking For Building Department Use CIT RECEIVED OFTUKWILA AUG 11 2 t999 PERMIT CENTER ��k/� 1— cat f �`t 1 'fa �� • Applant Name: 6 r 42 Nt (47 Open Parking App cam Address: ' st ;21 WALL- Cat I `1f�loi Apploant Phone: �lz C C.4�6,e>2— O Location Description Allowed Watts per ft or per if Area in rt (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W/rt Open Parking '- 0.2 W/It Outdoor Areas 0.2 WRt Bldg. (by facade) 0.25 WM E COPY,...,,,..- Bldg. (by perim) 7.5 W/If 1r2MJUUIWIa t1LUWYCY LagaIWa6 •V aaaaec \aaaaaa yak lame in me mitt; kecnnrcer Kererenoe Manual may also De Desk. L.o cetion (floor /room no.) Occupancy Description - Mowed Watts .. r ft " Area In 9 Mowed x Area ""1 E COPY,...,,,..- ..,..tea- " From Table 15-1 (over) - document al exceptions taken from footnotes ,� i .. -- Total'A ecd Watts Location .• (floor /room no.) .. Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 1557 WMnMfrom glon auto Nonraidso Ens Cods Conylae� Forms Alteration Exceptions (check appropriate box) 1997 Wuhan ton Stag Nonresidential Ens Code Corn • • Form Lighting Summary LTG -SUM Project Description I 0 Now Baling 0 Addition "I Alteration Compliance Option I 0 Prescri O Lighting Power Alaimo. 1 Systems Analysis (See Qualification Checklist ( over). Indicate Prescriptive & LPA spaces dearly on plans.) changes dges are being made to the lighting C3 Less than 60% of the fixtures are new, and Installed lighting wattage Is not being Increased Proposed Li htine Wattage (Interior) • (May not exceed Total Mowed Watts for Interior) axi Pro seed Li h tin Watts a (Exterior) Use mf listed mmum Input wattage. For fixtures with hard - wired ballasts only, the l� g g g ) d e f au lt t a b le in the NREC Technical Reference Manual may also be used. Note: for building exterior, choose either the facade area or the perimeter method, but no both) Proposed Li &hting Wattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hardwired ballasts only, the (May not exceed Total Allowed Watts f Total Allowed W oQor) 9., RS Mon • June 1155 Location Fixture Description Total Proposed Watts may not exceed Total Mowed Watts for Exterior Number of Fixtures Watts/ Fixture Total Proposed Watts Watts Proposed To: Jill Mosqueda - City of Tukwila Project #: 1 6p90':Q4+1d Itni11 It CC: Project: " . From: Alex Clark - Cornerstone Architectural Group Date: 8 -31 -99 Re: Correction Letter #1 for Permit # D99 -0286 File: Memo Tukwila Comments Let #1 8 - 99.doc Encl: Al - Site Plan A2 FEBCO cut sheet model 876 w' 1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 CORNERSTONE S ARCHITECTURAL GROUP, P. Jill — In response to your Correction Letter #1 Group Health Cooperative Met to ROC Phase F There is a Double Check Detector Assembly located on site of the project as shown on the site plan see Al. Also attached is the cut sheet for the assembly as taken from the serial number, see attached A2. If you have any further questions please let me know, contact Alex Clark @ 206 682 -500. These plans have been reviewed by the Pubilli Works Department for conformance with cuff** City standards. Acceptance is subject to errors and omissions . hic'i lo not authorize violations d adopted ;; dwrd; .;r ordinances, Th;,) responsibility for the .a,` t ; ,r ct the design rests ;t�IT; with the designs. : :.uons, deletions cr ;di;,icr. 'o these drawing:, . .:ter this date will void this ::,ceptanoe and i will require a resubmittal of revised drawings for subsequent approval. the Public Anal accec: ICit to field inspection by DM: CORRECTION LTR# J••• INTERNET: www.cornersionearch.com 1 FILE C O . — ' tYflO ''6( • o FACSIMILE: (206) 621.7717 TELEPHONE: (206) 682.5000 • LI z 2 m o -I r C, A ;'-1uluuuiulnuluuiuul c M\ EA _J z `0 Goy of 744.414 (04w-Ii o,J r C AR O HITECIURAI S GRODUP, P.S. 1904 :H11D AVENUE SUITE 500 SEAIILL WASHINEION 98102 me to 1. 66- r- 64416 vm.ve- Lob rtio+3 o'J S1't"E. (¢&p HA& t 2A t JJ. DRAWN BY: CHECKED BY; AIL-- DATE: h C A REVISION; Characteristics Physical Properties: Size of Mainline Max. Working Pressure Hydrostatic Test Press. Temperature Range Materials: Main Valve Body End Connections Coating Shut Off Valves Trim Elastomers Spring 15 10 5 0 f FEHCTJJ 200 600 2 112 ", 3, 4 ", 6'( 8'). & 10" 175 PSI 350 PSI 32°F to 140'F (0 °C to 60°C) Flanged ANSI 816.1 Class 125 Ductile iron ASTM A536 Grade 65 -45 -12 Fusion epoxy coated internal end external AWWA C550 -90 OS & Y resilient wedge AWWA C509 gate valves Bronze ASTM 8584 Alloy C83600 EPOM Stainless steel 'Model 876 Flow Curves SOD ees&;. /.I+•:: iii :ii ■ ■r.■ �si, us.,. r 1 4 1 - r ew wieJ..r.. •e• ■e.. :owe sem a�Z: e a ::::::: ::u.u.0 ::::::sea aaaraeararr :aaaaaaaraaare arae : :iii.: iii :::::: ... . .;p: = : teeaeaeees &.ale r rrraN. • ._ r.rr :Z:: ` °al:::: =� =�� i•.... err P%— a= a-ss :: 1r� *sueea a.�- l's'widJ..oa:� 1� ■rrrrrrr' ■ +1�i r :i ii °i ewer.. a �rrre■ ■I 1 � INmOSSr eeeu errr.•rISM 1000 . =::9Crrae.nC' tre 'i =y wspies s sia ' T 'Y .'rr: ::: ::: ilia : :i:::is 1 ,4.— h4,- "J'►- esa8: ::::sasa••rr ....... .rrrrrrr..■ .0 traaaea.ra:.rararr•aaaarara..■. t angt{;ars•aes. r.■. .r ■ ■ar.r.asaasa...ea.e...eeeswe r • u. .er rrrrr rrr. .rrr..aaeaar...a■errrrraraa■ •Sauer••■ •.....ae.r.rrrr ra.aaaa.r. ■earl r.r.r aaa.a...M r.•re Model 876 Double Check Detector Assembly SPECIFICATION SHEET MODEL 1400 U.S. Patent No. 4. 989.635 U.S. Patent No. 5,107.886 MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY Application Non - Health Hazard Fire Sprinkler Systems Options ❑ Valve Setter with MJ x FL or FL x FL ends 2 1/2-• 3 - 4' • 6' 1800 GPM Id'•10' 'Flow curves Include valve letter Model 876 shown with optional valve setter A 1o DCDA N•SHAPE I Date 05/93 1 Drawing 58 876.1 Agency Compliance • ASSE Listed 1048 (horizontal and vertical) • CSA 084.5 • ANSUAWWA C510 -89 • UL • FM Acol L TEM OE$CRIPTION MATERIAL ITEM DESCRIPTION MATERIAL "E goal AS311 OR •3 .45.12 ••���h Nl'��iq r . A ' +b0 w.eMr 302 IS "WT Co... A535 OR 5545.12 Rang* loll Pined Steel O•Riry EPDM MUM 02000 flange PM plea/ sad Cep Suer Plato! Stool Cover 8514 Mby 053100 Nor Nut Plated Steil sae Plated Steal Lapeeeian Pm 420 55 Walter Plated Gael Stet Ring 1554 Aloy 653600 Salt PISMO Steel Gestet EPDM ASTM 02000 pastel ERIN ASTM D7000 77 7/6 Arm 1511 Agar 067600 O.RNg EPDM *1714 02000 17 11116 •ralrag.Swine Pei Ac•tatRl lei eack•up R:o9 Areal R.M 301 Swing Pm 1130 Auer 061300 Can, NU May 613000 37 snts Rotelolnp C2p 304 S5 Sal value $514 May 044400 216116 Remiche Clop 304 SS Nppl• areal O Check OlseAmy EPON Coaled CR. 45 Gne Yoke (MRS) AWWAC50e Ductile Iron with /rlkhesd FItteg 1564 Aloy 063500 304 SS stem •a*h.ad FMao BMA May 013600 Laid PM 3015 U Gasket [POMAITM 07000 . L.n Spiro Ratar 5514 ADey C13400 O..tal EPOMASTM D2500 Sp,ls j Sition 304 SS Washer $35 Alley 250 Electric Mop Jars Nut 16.0 115 Washer $35 Alloy 250 allill A313 Typo 631s• Nut NWU Alloy anew Spars Guide 11130 May 022000 Nut OW ANN 013600 Upr 6peirp Retnr 8551 Aloy 053600 hhenMlcMbn Plate 05 Aloy C21000 Sushito.Spr. Stem Acrid Resin 10entlicetien play 835 Aloy 020000 Pivote.ariag 5564 Ahoy C1134100 Orka screw lltNN.sa Stool ',. Range Gasket RAW, / Faede Miming Socket /Motel Resler New Jars Nut 114 55 Site A E C "E F 0 ' LL "WT 2 1 rr 3' 4 " 14 77 7/6 76 311 13 3/4 17 11116 7 21 301 0' 10 37 snts 32 114 t7 7/6 216116 5 22 472 5- 10' . Weights do not Include risers or optional valve setter. • Lay length with optional MJ x FL valve setter. •• Wth OSSY Gate Valves (Full Open). Refer fo Specification Sheet SS VS for details on valve setter. Dimensions and Weights Materials of Construction /FEB•OJ ISACK LOw P.O. Box 8070 • Fresno, CA 93747 • PREVENTION Ph: (209)252 -0791 • Fox: (209)453 -9030 Model 876 Double Check Detector Assembly • F CDCD o CD ■ O m 0 m at 0 OM 00 00 00 0 IIPI m® l ' `� � ` i , .81' O 0 00 0 ®® I , ® ' 0® .^.. : r�r�a.. %. t !A l!ii 00 r".11111 ; : - .,, , :,a,.. ::42; 1 00 •., —)— . ..'mac u" is l 00 ' t oaDo o 4ms ; r.. m OCID / %�_. _ % / /// % / /// % //1 Ir al■ NI ir ••∎ . `A ir1 ANT fs•Pr" , tJlie•J 111111 • Side View 0 00 A Model 876 a Model 876 Bypass • Date 05/93 ' Drawing SS 876-2 N • • 13310 Interurban Avenue Tukwila, Washington For Fascia Modification for 40' 6' TUKVVILA 76 Site #30128 September 3, 1999 Project No. - 9514 I EXPIRES: SEPT. Cif 6. 2000Ecei OF TUKWILA SEP 10 1999 PERMIT CENTER Bestworth-Rommel, Inc. Design and Engineering Services 19818 74th Avenue NE, Arlington, WA 98223 (360) 435-2927 1-800-829-8211 FAX: (360) 435.3617 Dcri-•03Dci • BESTWORTH ROMMEL, INC. (360) 435-2927 (800) 829-8211 Fax: (360) 435 -3617 19818 74th Avenue NE, Arlington, WA 98223 DESIGN SPECIFICATIONS STEEL Structural Steel ASTM A36 Tubular Steel Columns ASTM A500 Round Pipe Columns ASTM A53 Roof Deck, ASTM A446 Bolts ASTM A307 Bolts ASTM A325N REINFORCING STEEL ASTM A615 Grade 60 Fy = 60 ksi CONCRETE Footings and slabs F' = 2500 psi FOUNDATION Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel q = 1500 psf DESIGN Uniform Building Code, 1994 Edition Dead Loads: Deck 2.5 psf Fascia DL @ Rt & Lt Ends = 17 pif Misc. 1.0 psf Fascia DL @ Sides = 17 plf Frame 4.5 psf (Estimated • STRAAD uses actual self weight) Total: 8.0 psf Live Loads: Live Load = Ponding = Snow Loads: Snow Load = Drifts Considered: Wind: 80 mph, Exposure B P =C Cq ci I Project Name: Tukwila 76 - Site #30128 Project No.: 9514 Where: C. = C = C = C = qs = I = Seismic: Zone 3 V= (ZIC /R Where: Z = 0.30 1= 1 V= 0.275 x W C= 2.75 R = 3 Date: 9/3/1999 Sheet No.: Grade B Grade B Grade C 25 psf 100% Reduction in Combination with Seismic N Drifts per UBC or SEAW: SEAW 0.62 1.3 0.7 1.3 16.4 1.0 F = F Fy = Fy = F F = 50 ksi 46 ksi 35 ksi 40 ksi 20 ksi 44 ksi 20 psf 10 psf (Maximum 1" Deflection, Gaylord & Gaylord, 2nd Ed., pg.16 -27) At Mean Roof Ht. = 15.30 Parapets (in & out) -' Roof outward ( -) T Roof elements ( -) T SPECS, 9514.78.x11 R1 R2 R3 R„ 1st Span 1st Adj. 2nd Adj. 1st Adj. 2nd Adj. Last Span 11.42 ft. 11.42 ft. 11.42 ft. 0.00 ft. 0.00 ft. 11.42 ft. BESTWORTH ROMMEL, INC. (360) 435 -2927 (800) 829 -8211 Fax: (360) 435-3617 19818 74th Avenue NE, Arlington, WA 98223 CANOPY LAYOUT: Fascia, F = Clear height, h = Gutter depth, g = Canopy Width = Canopy Length = No. of Stringers = No. of Crossarms = No. of Columns = Deck Cantilever, Left = Stringer Spacing: WIND: GRAVITY: P= CeCggsl W fascia = W stringer = W crossarm = W column = 48 in. 14.8 ft. 6 in. 40.5 ft. 51.67 ft. 4 2 4 3.12 ft. w dl = w framing = w fascia @ End = w fascia @ Side = w snow = Column t, in. = Stringer ht. = Crossarm ht. = Deck Cantilever, Right = 13.21 x F = 15.41 #llin ft. 15.41 # /lin ft. 11.00 #llin ft. Fascia Axial load to end of stringer = WIND transverse = WIND longitudinal = M /cot. = 39.08 ft - WIND UPLIFT LOAD: wu= PUP /COL = SEISMIC: V = (ZIC /Rw)/W v = 1.37 psf (Without framing loads) v, seismic (transverse) at stringer = P, seismic at end of stringer = V= PSNOW /COL = 10.16 xCq = 6.91 k 7702 lbs 5986 lbs Z= Rw = W= Poucot. = 0.275 x W = 5466 lbs P, DL fascia at end of stringer = 13.08 k 3.5 psf 4.5 psf 17 plf 17 plf 25 psf 10 in. 14 in. 14 in. 3.12 ft. P= 10.16 xCq= 52.8 # /lin ft. 466 lbs 603 lbs 0 lbs 466 lbs 13.2 psf @ stringer & deck 0.3 I =1 C =2.75 3 Snow= 100% Reduction 19,875 lbs. 4.97 k R1 R2 R1 Project Name: Tukwila 76 - Site #30128 Project No.: 9514 Date: 9/3/1999 wu 1,t t T T T T TT T T T T TT ---> R„ T �T 1 -=>-1 � F kCi IC )I h Colh= 14.8 +9 +14 +14/2 +3 = 13.21 R2 R3 Wind Governs Wind Governs R2 R3 R„ R„ 12.1 lbs 15.7 lbs 0.0 lbs 12.1 lbs 41.3 lbs 53.4 Ibs 0.0 lbs 41.3 lbs Wind Governs transverse direction Wind Governs longitudinal direction R3 Rn 150 lbs 194 lbs Olbs 150 lbs Sheet No.: 2 20.30 LOADS • CONFIGURE, 9314 .70.1,1. v BESTWORTH ROMMEL, INC. (360) 435-2927 (800) 829-8211 Fax: (360) 435 -3617 19818 74th Avenue NE, Arlington, WA 98223 CANOPY FOOTING DESIGN (UBC Section 1806.7) Column Designation:. P P LL MAX = P DL +LL = P UPLIFT = P DL - P UPLIFT = M max, DL +LL = M max, w /s= h (height) = d (design depth) _ q (TbI 18 -1 -A) _ g (TbI 18 -1 -A) = q allow D +L @ d = D, dia, minimum = (4 x A min / Is footing restrained at the ground surface, YIN 7 CONCRETE: Typ. Column 4.97 k (Load Case 1) 13.08 k (Load Case 2) 18.05 k 6.91 k (Load Case 8) 1.25 k 0.00 k -ft (Load Comb 2, 6 or 7) 39.08 k -ft (Load Comb 8 -15) 20.3 ft 5.5 ft 1500 psf 150 psf 3150 psf Size N re = 2500 psi a (.5 p balanced) = 3.94 M u = 54.72 k -ft Number of effective bars provided = Size of effective bars provided = Square Footing: Use 8 # 5 Bars Total Round Footing: Use 8 # 5 Bars Total H equiv. Try D, Depth Square Footing: 4.00 ft.sqr 5.50 ft. Ftg. Wt. = 13200 lbs ( Area = 16.00 sq.ft.) Round Footing: 3.50 ft.dia 6.50 ft. Ftg. Wt. = 9381 lbs ( Area = 9.62 sq.ft.) As --.. ( Increase 20 % /ft. of depth for gravity loads per TbI 18 -1 -A) W width D diameter Isolated Pole Factor = 2.00 (UBC Table 18 -1 -A, Footnote 3) H equiv = M / h = 1926 lbs W/S Governs Stress inc. factor = 1.33 A, min req'd footing size = P / q = 6 sq.ft. 2.70 ft Date: Dia (Actual) Non - constrained at the ground surface Project Name: Tukwila 76 - Site #30128 Project No.: 9514 D Depth, D, Req'd (Per UBC formula 6 -1 or 6 -2) 5.48 ft. S = 733 psf Sy = N/A 6.52 ft. S = 867 psf S3 = N/A f = 60,000 psi Load Factor, LL = 1.7 Load Factor, W/S = 1.4 For effective moment section 3 Square Footing: OK #5 Round Footing: OK 9/3/1999 Sheet No.: Round Footing Use 4 ft.sqr.x 5.5 ft.deep ftq. Use 3.5 ft.dia.x 6.5 ft.deep ftq. d or A, min A, req'd A, req'd A, Side or Dia Eff d, in. b, in (p r,,,, = 200/f M /ad x 1.33 Provided Square Footing: 4.00 44 48 7.04 0.32 0.42 0.92 Round Footing: 3.50 29 25 2.42 0,48 0.64 0.92 FOOTING, 9514. 76 As ROGRAM : Steel Column Design v2.18 ;ESTWORTH- ROMMEL,Inc. JOB : TUKWILA 76 - SITE #30128 lUN : 9514 Check of Column ID: TYPICAL COLUMN Code: AISC (1990) Design Method: ASD Wind /Earthquake Included: Axial: Mx Top: My Top: Mx Bottom: My Bottom: Length Fy.:. Max Stress Ratio : Kx : 2.00 Ky : 2.00 ,Cmx : Unbraced S T.E EL COLUMN 0E S I G N -4.970 K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 20.300 Ft 46.000 K /In "2 0.950 Lx : • 20.300 Ft. Ly : 20.300 Ft' Cmy:'Unbraced E C H O OF L O A D I N P U T LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 - 13.080 K 0.000 Ft -K 0.000 Ft -K 0.000 Ft-K 0.000 Ft -K PAGE NO. 4 TIME : Fri Sep 03 16:54 :49 1999 JOB NO. : 1 DESIGNED BY: CHECKED BY: Yes C R I T I C A L S T R E S S E S -4.970 K 0.000 Ft-K 0.000 Ft -K 39.080 Ft -K 0.000 Ft-K LOAD COMB 4 LOAD COMB 5 TS10x10x.25 Eqn: H1 -3 Ratio: 0.46 Load Comb: 3 = x= = = = =_= = = = fa : -0.52 K /In ^2 qa: 0.962 qs: 1.000 Cb: 1.000 Weight: 0.66 K Fa : 13.15 K /In "2 Cmx: 0.85 Cmy: 0.85 fbx: -15.58 K /In "2 fby: 0.00 K /In ^2 Fbx: 36.80 K /In ^2 Fby: 36.80 K /In ^2 PROGRAM i COLUmn.Design BESTWORTH7ROMMEL,Inc.: : JOB TUKWILA 76 - SITE RUN : 9514 .=, .".:Plate Size : 18.000 (Y) x 18.000 (X) x In BoLts Req'd . : 4 1.0000 In Bolts For Stress :0.2500In Fillet' All Around For • Plate Fy . 36 K /lp "2 Concrete f'c : 2.5 K /In "2 Bolt Allowable Stress:, ' 13 K /In "2 (Shear). • '- 27 K /In "2 (Tension) BASE PLATE' DESIGN Base Plate Design for: TS10x10x.25 Code: AISC (1990) Design Method: ASD Solt Edge Distance : 2.00 In Actual Bolt Tension : 15.01 K (LC 3) Weld Allowable Stress: 28 K /In Actual Bearing Stress: 0.81 K /In "2 (LC 3) Allowable Bearing : 2.3 K /In Area of Concrete : 1296.00 In"2 , *** Note: Program Does Not Check Bolt Clearances or Min. Wield Sizes PAGE NO. 5 TIME : Fri Sep 03 16:54:55 1999 JOB NO. :1 DESIGNED BY: CHECKED BY: Ts sl i'-ic 11L S3i Plic TYP l 'TTR ,A\ - TYP 1 I O / Alta .tit•. f • PVC LtAOtR w /McTA. COYER 20 GA. 4SALY. CONT. &L TT.NI (InTF_: FOR MOn000wMN FA.BRIC'N $ INSTALL'N SEE BP DAPS NO: 11 - 11. - IV TS td W141.22 ■.EE■ /1L-- tPOSITE IIILTEbILL SCIA V FASCIA FM NEL�' • meg, .iceme D .S. IOTE 6.C= EQ.0 QR) -r o 00140uITE AND 1- . COrDUIT.N•r• IERVICINS DOW LUGiTS. ■-Im>icRIC/IIG IIbs1 F*sEIA .E:TTE:RS AND SPREADERS, A e LEFT EMPTY. 'E:RYFht WCATIOM) RECESSED LIGHT FIXTURE LEYGUT(*EO. 20 FLACE CANOPY FRAMING PLAN zee IL S1 0 .110 0 4 K A PLACES FRONT ELEVATION GUT t R Z'-Ga I I s r 5-) 12r-d IS =l1� 71��7. !DUU.M01C FASCIA NEON LIGHT TOP of PI. 2- P jR Tbr OF DRIVE SLAM f rTOPOFFTG 1' I A307 ANCH.9OLTS W /DOU91E NUTS AND THREAD S,G "PR07 S E A /C.oLUMn ToP OF FLAT FASCIA — 1 OW:NOSE FASCIA VVCOMPOSITE MATERIAL DT STL FABRICATOR NEON LIGHTING TY1 F0r1TING 4 REINF' A) - " 5 vtRL(I)SEA.CORNER AND 0) • MID OF EA. SIDE ve°4 TIESA "aC. USE (2) TIES(/' Top 4 9O1 OF ANCHOfe 0Ot.TS FASCIA PANE 4 PVC LEADER T55x5x3G FALSE CoL. SITE ELEVATION = 1�•O DIP.. sNi SECTION-® TOP OF FTG 1 %T FOUR PVC LFADCR Ts5 "SxlI• FALSE COL. STIFF It • A /CO LUPIN CV CONDUITS VERIFY LOCATION EASE it 1 *1'G `s'o w /64)- IYi4'HDL 5 .s FOR I "' ANCH.BOLTS -�' . rte _. - - ..;,r...� .x: c-rc. .+:.. seccaraa.,cares.s ► acxysc, �sr y„¢ . :seaesw'sSStr�aeer+ti�-= rrers�: Yrmss;...;..:.er._:.a ec�va.r:_vts ars.�Y :.r. — _ ... _.. _• -- ^ `;_,t j! III IIIIIIIIIIIIIIlIllIIIIIIII 1 I11911111111 1 IllillIllI llI 1 IIII1'I'I'I'lipIiIIIIIIII III '!'IiiiIII'I'I'IIIlIippIil'I' I IIIIIII'1 O ----- 1 2 3 4 5 6 7 8 9 10 11 ............ 12 IOU: If the microfilmed document 1s less clear than this • • notice, it is due to the quality of the original document. oe a 6Z Be LZ 9Z SZ '+Z CS ZZ Oz 61 91 Lt 91 St °A Ct 51 It O1 6 8 L 9 S s C Z ""• 0 llnui.1ul6ri11Indmi ∎mdnu1nn!mIMil;iaBNI �mdmlMIrdHOlt iraBINB iliMilt ilniimduutmi6manu !uuiISl6mlmdanIBBIBMnu6mBuu6m iiininmllnrluul :iru iMHBI BBIBill6wlilIBMIII:ulr:1/ a •: X I V.— s_ti r Y - TYPICAL COL. BASE PLATE P LAN VIEW C s -s coL.TCP. fa%4YIIl• w / .4- VeDA307 I& OLTS TOP of P.S. :sL TYP. . w<cnvto . . CT? os Ttxwm�t C 121 3 . PERAITCFOlt I • t :%1LEX 14 ICO Io : . E. ASSO i • .�r. . �t.l)T!lil STIFF. IQ Y. CITY OF ID - AMC FE? • COMPOSITE MATERIAL - FASCIA Zap FASCIA PANELS • 2/4 V - OS It r/OTE TO 4.c. • REQ.0 (2) -r CONDUITS At4o • (I) -3( CONDUIT.()-1 SERVICING, DOWN LIONTS, (I)- CSERICING NaON FASCIA LETTERS AND SPREADERS. Q LEFT EMPTY (VERYFY LOCATION) 2G-0 21I 'o FRONT ELEVATION 7TR DM TO DM Como 11EE 7sc -A w fdp22 RECESSED LIGHT FIXTURE LEYOUT(REO. 20 ',LACES) CANOPY FRAMING PLAN T SIOa1014 IM 4-PLACES Were errs' TOP OF RI. zip FAM TOP OF OR1K SLAB • TOP of FT4 Is'POUR •uLL•►aSE PA 'CIA VOCOMPOSITE MATERIAL SY!TL PADRICATOR NEON LNiNTING TYI2 IF0frfIrda 4 u i M) - vERlr(1)0EA.CORNER AND0) • MID OF EA- SIDE us e(2) T 'fro Top 4poor. OF ANCHOR OOI -TS . 1 m A3O7 ANCM.13otTS w /DOUBLE NUTS AMD ca T� PROT. RER A /COLUMN • TOP OF FLAT FASCIA a - Into 11 =�J�i G - S)." 1- 3 D1A. I InTf�i FOR MONOCOLUMN FABRIC'H INSTALL'N SEE BP DW6 NO: II -A -IV Tslo % 1755.5 FASCIA PANELS I•VC LEADER TSSxSs G I FALSI. COL. SITE ELEVATION - ....r.._._._.. „ - _ :..r.✓ mss: ZOCIWarX.CAPA A. wa Mta-ee xx•,ltgwr. :Mr( 1 6rn.. »... =WAICZ ∎verss.c DIA. 7-5 4$PvC 7SSrS FALSE C 5T O I'I ' l IIlIIII II II II J Iii � Il �I i j I l III I !II I III I III I IIi I III I III I III I III I Il 1 ' I I'' I I I II I I111IlI I III I II �I l I Il I l' 3 4 5 6 7 8 9 10 11 .•. -..—. 12 NOTE: If the aicrofilaed docsaent I. leas clear than this L notice, It is due to the quality of the oriil docaaeac. • QE 65 se G2 42 SZ �Z EL ZL lL Qz 61 01 51 91 St '1t Cl ZI It 0I 6 8 L 9 S s C 2 L -_ lun'n. libini d hini ni ninuhuno m imihnihro � ;;I : h miti m niinini invo n dmiu i n m aninilinim Il:::'::ninnhminnln ammo�l:'nn) ezr '•City of Tukwila ila Fire Department Project Name 4 Address ICY") 7 Suite # Retain current inspection schedule V Needs shift inspection Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Approved with correction notice issued Authorized Signature FINALAPP.FRM TUKWILA FIRE DEPARTMENT COMMUNI T Y FINAL APPROVAL FORM DEVELOPMENT hn W. Rants, Mayor . r Thomas P Keefe, Ftre Chief RECEIVED JAN 0 3 2000 • Permit No. D - 3L 2 (. /2/i//9? Date / Rev. 2/19/98 T.F.D.. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 BY /3T7 CHKD. BY D( 7 -9q DATE I S7` -c.. PAte -d-r (Zi -c -j roe. Per scto Lis wl GMs tJsioc. - nit 1991 f,lgc, Ci4IM 4/ 22. Z:tU, VII 4 X Fog. Iti4 A LI.(s i s r. (ar Ca. r/l • 4 R) r w of 2.5 ) C = 0, 36. SL7s.i,c. a6' 3) L =1. = 4 .4' ¶( 44,isv — El/LACE-0 KA G . c Si to Lo ,Gtr _ Wl A' 10(PIRES Pol.( pa-g-4 - gket get toko / t 1.&,e . pen /Qom.. cr i e.*Nts = 4, oDo (it 'US E 100 °" Fprc. RA-tit D4 Co eo rgk Z'2 , s V ' 0,1461 e 3 4 .to : t e 14x.4 SEAS Pt= 2s2.0 u Cc= 40 -3 : 31 .: 6 AS ' T = p • 4, t ` `1 s � �. 0' / (AA-. 6.Rp Q G, IS f ink( co w.P p N Lo,a-0 b-,-1 - 7v P Lel) •7= .86k 2- 1 /2 :1 4.x 4 t4 4 } .L7t KWLK. f tLtS C3 a 6) p it tAsE pule r - 2. 0,11z 4 / 3 = 2, I 1 ? CF,o - 444.'1 w 1 . 7 7 2 1.t4 . 4 / z 4 e t k SFttla- 1i45Pec- °4 a •.1 (7174) 5 / 3 + C V &A) 5/3 34 u GLtt. Dqci 4- 0221 PROJECT (r5C4tL.S 711 it •4 Pi 4 V : 1, '797 -fiUkut� / WA SHEET NO. / OF JOB NO. 995 \ir 4 1c) /80 V , 3 o k/ o. 23 Cmom) 0 4 1, a 15/44C4 RECEIVED CITY OF TUKWILA JUL 07 1999 PERMIT CENTER ggACC:s I I /Z t I IL ,c 14. G G 4*'4s, e- vs Ac : 0,25E 4. nr«4 r= o.4411(0,* l` ilr = 100.35 ( in: /. 0 ) r, Z5.1S2 tw,' \� : 1. A . I. 3ti DAG 'e 7- 9 '7 PROJECT DATE BY 157X CHKD. BY r. >= 22.18 k,4 & = A e .1� • 4/3 = 4.2.4 I` 0.20? Fyx4• /? _ 3G ks: ORD {. i, 34'1, " < ACTUAL V� to I 9.6o Cif SHEET NO. .2 OF Ok (. - 1. I,21 z 1.1- z _Li /z nn ,, A.w : L r. JAL /2. t-6/&t. 0) bey At•os.r C21nr ctec.. P * . kL1� P7� h�� 1 Vol - I�� I. : 2,5?�i 4 JOB NO. ( 99 • l , Ase' PIA -r&s, Scke . sou.. : m,a -k c!o Pc e M /etc. P.w$ sF ptA rs) ,4.n. f r; ? %4 k 3 /k ' L1 S / .4 6 ,41.-/ t rF. f .. O T. 7 ,gi x r l►. Z S H. � F p : 0, 3 5? 1 : . •? . ' a 4 Au-00 .Fe _ . 3 'f'e r 4 / 3 ' _ 1. Zo 1 1 < 6 Pftelc toiaC. Selet G)ti r fc s Cr r re.. ' M ?iA = 12. 0.121/ 1 Z 0. i z ' L Ant 01 Fay r'1 -Nutt iv 6.10 1. p.1 soL/,n.o..) W1.714 ArtAz 5 A -04 p 15/2. ' sr a 2. /2. 1N'-" � r � C+• lS.f K Z 1.2o/ 244 - t ' 24.4x2 " So4c. flAIGI A6 .1 4.02.4 3t.i.S2 / l¢¢ = 4,463 i 2.517 r /kV • llo. -5 4 ok. 7 e. Lail 1 7 c 2 s per- S E A 227, 0.5 2. 1 e ) 4 . 0 1 2 + - , k ) eL.10 ` , I1 4 , s. 1,10 /+ r. 0. G.2 k / LoL• F . , D rat' tr ! + 2 - .121 r- = .18 RECEIVED CITY OF'TUKWILA JUL 0 7 1999 PERMIT CENTER 1,0 542 `' r 1k DA� BY ." 7-'1 R PROJECT SHEET NO. S OF CHKD. BY DATE 1 JOB NO. °J 9 SO f Sib 2- Phi It ACA c k'r S M A = 13.0 "k r ; ss .I /3 )x 1o(/ 1.1.1 (0 vs11.1G A [D ° fo 6+10 fix, 17y rip ft ctkkOLT ( (t�/� 10 M1 = 4 1.6, + .►p („ ss H) 12.;32 k ok c p't,o 4.4 4 4 tc 23.1i Vs" teie 7 � FY ?j0 kfri A„ - .3$ dk < L //8o = . 5c1 Nom. Ac .1Z5 �� ? �.. o1z i z GU 1 . - 3,11' Cw + 2. (oS w' S, .lq4- . 00 7 3 :� Y I , Z2k r, 1,610“ �,1 Tez -4 1. ?� C 1 '1 = t o. 4- G " t' l 4"42x : P.).11 IL' i rb = , G FY 3 o 5'1,81" �, = 4 Y (kL /r)x 19.11 — ! C- oo►►TR 61-5 LT : 2 4 S , 5 3 kti: F o 2/a. `1 ics: Q s G 4 .al 1G., o I.$Y •• 1.31 56s r-x = 41.11i C„ GC1C. "R/ Fa 4- e;'''//69) C"/otK al o .77 ,fin C,�,� = D•$S O,6 .4- o.44 o 1.10 ok , 1.33 CITY OF RECEIVED JUL 07 1999 PERMIT CENTER August 20, 2001 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • Mr: Rich Chaffee 853 I South 22nd Street Ketit, WA 98031 RC Permit Status D99 -0227 • 150 Andover Park East Dear Mr.Chaffee: • •In reviewing our current permit files, it appears that your permit for installation of pallet racking in an • existing warehouse, issued on July 27, 1999, has not received a final inspection by the City of Tukwila •• Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building • • official under the provision of this code shall expire by limitation and become null and void if the building . or work authorized by such permit is not commenced within 180 days from the date of such permit; or if • the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of. this' letter, the Permit Center will close, your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you • for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D99 -0227 Dunne Griffin, Building Official C. _. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 t 3l*y.? :VFW: rt' z`v,.i4*. f.slG.:oxiti -.r?.�*hyi :l.gl,', . 1:.)7'!" 'Y _ t :D y .5l0; , ,,g71: 47+'X��1. ` �"�k.15 DEPA Bilking Division G I HI Public Works s Complete V'RROUIE.DOC 5/99 Incomplete n Approved n Approved with Conditions CoOrL (tp PLAN REVIEW /ROUTING � 5LIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required TIVITY NUMBER: D99 PROJECT NAME :' PETSCHL'S QUALITY MEATS XXOriginal Plan. Submittal ' Response to Incomplete Letter Response to Correction Letter # Revision # _ After Permit Is Issued Fire Prevention Planning Division Structural C Permit Coordinator DUE DATE: 7 -8 -99 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8 -5 -99 Not Applicable n Comments: C REVIEWER'S INITIALS: DATE: Not Approved (attach comments) 17 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ti` 512 Dear Sir: City of Tukwila Fire Department Fire Department Review Control # D99 -0227 July 16, 1999 Re: Rack at Petschl`s Quality Meats - 1150 Andover Park East The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) S7S4439 E. City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Ffre Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the'Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation.of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 575-4439 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57$4439 07/20/99 TUE 13:59 FAX253 395 8585: • DEPARTMENT 01 ',LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCOI APPLIHNO333T 04/30/2000 EFFECTIVE DATE 04/30/1997 APPLIED HANDLING NW INC 8531 S 222ND ST KENT WA 98042'. The original executed document was presented to me, a notary public, this 9 day of June 1999. This document, Impressed with my seal. Is a true and accurate copy of • the original. • • •1''ifary L, Tucker, Notary Public, residing in . -. • :,- ..t n mrn ssion Expiration: July 1. 2002 DRAWING: D182 - P1 DATE: 5 /9/99 ry CUSTOMER: S n H — 11 PETCHLS MEATS / /5- 0 PW X C % 1iL, 3' -8" 1 0' 0" 8 -0' COPYRIGHT ©1999 BY Note MS DRMWNG OR PRN1T) IS THE PROPERTY of APPLIED HANDLING NW. INC.. MND SHALL NOT W REPRODUCED IN ANY MANNER, -NOR USED FOR ANY PURPOSE WITHOUT WRRTEN PERMISSION BY APPLRD HANDLING NW. INC. 51'..8' - 4ppIIed Nandlirg nc material handling and storage products 29' -8" REVISIONS: APPROVED BY DRAWN BY.: S. GARRIS SCALE' PROJECT MANAGER AS SHOWN R. CHAFFEE 7/ 8" „ FRONT VIEW LU75 40 192 UPRIGHT COLUMNS 3 2 .1(8"r BASE: 318" THK A36 MILD STEEL .090" THICK FRONT VIEW @ TUNNEL AS NOSED I I L.075" THK • © IB662 -106 BEAMS RACK ELEVATIONS SCALE: 1 /4 " =1' -0" E FLOOR ANCHOR DETAIL END VIEW BRACE (TYP) 12" / y END VIEW - DOUBLE ROW D99 -0227 EXPIRED FRAME BRACING DETAIL NOTES: 1. STEEL USED 0 ALL RACK ELEMENTS CONFORMS TO ASTM A570 GD 50 WITH Fy =50 KSI, AND Fu =65 KSI. 2. STEEL USED IN ALL BASE PLATES CONFORMS TO ASTM A36 WITH Fy =36 KSI, AND Fu =58 KSI. 3. MAXIMUM RACK LOADS PER LEVEL PER PAIR OF BEAMS SHALL BE 4,000 LBS. 4. CONCRETE SLAB IS GIVEN AS 6" THICK, WITH fc'= 3,000 PSI. SLAB IS REINFORCED WITH #4 ® EACH WAY AT MID - DEPTH. SLAB IS UNDERLAIN BY 9" THK RIGID INSULATION WITH AN ALLOWABLE COMPRESSIVE STRENGTH OF 18 PSI AND A 5" THICK BASE SLAB WITH fc`= 3,000 PSI, AND #4 ® 12" EA WAY AT SLAB MID DEPTH. 5. ALLOWABLE SOIL BEARING IS 2,000 PSF FOR GRAVITY LOADS, AND 2,667 PSF FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 6. BEAM -TO- COLUMN CONNECTIONS UTILIZE 2 -PIN BRACKETS AND "A" WELDS. 7. TIE -DOWN ANCHORS SHALL BE HILTI KWIK - BOLTS, USE 1/2 "B x 4 1/2" BOLTS, B 3" MIN. EMBEDMENT, TWO PER BASE PLATE. SPECIAL INSPECTION IS NOT REQUIRED. RECEIVED CI'fl' OF TUKWII -A )IT 971499 ?EMT CENTER VT SE SE m 0 3 U� w co 2 O Z 0 0 S U.