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HomeMy WebLinkAboutPermit D01-344 - AUSTIN HARDWAREDO1-344 AUSTIN HARDWARE .8296 ANDOVER PK W Z`, fro UP r .J U co C' W =; CO w 0'. LI- cc ca Z Xi Z • ur w w` U p. Z O City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9018 Address: 18296 ANDOVER PK W Suite No: Location: Category: AWSE Type: DEVPERM Zoning: M2 Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: HIGHLINE Wetlands: OCCUPANT OWNER CONTACT 1100 SW 7TH STREET, RENTON, WA 98055 CONTRACTOR NORTH WEST HANDLING SYSTEMS INC 1100 S.W. 7TH STEET, RENTON, WA 98055 ** *** * ** * * * * * *•k•k•k•k•k:l•k•k•k• *** k•k ** etc *** *:l ******• k• k*k :k***k**k** **k ***k **** * *k * ****k A Permit Description INSTALLATION OF PALLET RACKING * k** k***.' k** * * **k*k•k*** ** *k * ** **k•k *:k kk,,*k *k* ( **** iFk* *k* kk: 4**kk ** * *k *kk *kk * *kk,+r*k** * Contractor License No: NORTHWH275JF DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I5 PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: N Streams: AUSTIN HARDWARE ;1 82'96 ANDOVER PK W, ' TUKWILA,' WA 98188 LA P•IANTA LTD PARTNERSHIP j'0 BOX 88050, TUKWILAWA 98138 MIKE SORENSON Construction Valuation: $ .00 PUBLIC ".::.WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb ;Cut /Access %Sidewalk /CSS: N Fire Loop Hydrant: N No: . Size(in): .00 Flood Control Zone: N Hauling: N Start Land Altering: N Landscape Irrigation: N Mpv:ing Oversized Load: N Start Time: 'Sanitary Side Sewer: N No: Sewer, Main Extension: N Private: n Public: n Storm Drainage: N Street Use: N Water Main Extension: N. Private: n Public: n *•k *** ** * * * * *Yc*** *'k* * ** * * * ** * ** ilk*************** k** * *k * ** * * **k *•k *k** * *•k *k **kAk* *irk TOTAL DEVELOPMENT PERMIT FEES: $ 118.76 k **` ******* k*** k****************• k***************** ** ** * ** ***k *•k **k* *k* *•k * *•k *k* * ** • 7 :Permit Center Authorized Signa "ture:_c� 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. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction . or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Print Name: Time: Cut: Permit No: Status: Issued: Expires: (206) 431 -3670 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS Phone: Phone: (206) 575 -3200 Phone: 206 910 -2704 Phone: 206 255 -0500 End Time: Fill: End Time: D01 -344 I5SUED 11/14/2001 05/13/2002 Date: / /' /'d/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. VON SR.ir..rK Q . re 1 U 0: w • = J • w w0 = • a f 0. Z ►- 2 • o O N ' o w I LL Z O ~, z dr. ess : 18296 ANDOVER PK W SUite : enant: Type: DEVPERM arcel #: 352304 -9018 * * * • k k********** k• k***%******* * * * ** * ****4: * * ***•k * * * * * * * ** k * * * * 'Permit Conditions: 1,.;No changes will be made to the plans unless approved by the Engineer and the Bull.ding ,Division. All construction to be done .._ in - conformance with approved ,plans and requirejients'of the Uniform ° BU.i'iding Code. (1997 Edition) as ame;ndel, Un if orn Mechanical Code (1997 . Edition), and Washington 'State Energy Code (1997 Edition) ;t Validity y ,of:; Rerrni t : The . issuance Of a ;: permit . or -approval of plans, specificati"sns, and computations. shall not be =:con ;st rued,: try' be a, permit for, or an approval of, any violation • of any of the provisions of ,,the b u i l d i n g - code of any other Ordinance. of the .uriadict No permit presuming to ive autharit_y to violate or cancel the provisions of this a d e4i s hal.:;l be valid., , It/ ierrni`ts, i nspection records, and approved plans shall' ava'i table ..at the job site prior to the start of any con - °ti These documents= are to ; be maintained and ava i until finayinspe'cti,onapproval ' is granted ermi t No: D01 -344 Status: ISSUED Applied: 10/17/2001 Issued: 11/14/2001 hereby= oer.t-ify: that 1.- •.have read thes and °,will comply . pith Lh`em as, fined' All prn.visions of -law; and ordin:ance,s 'governing his wok m be comp,:lted witwhether spec i f i ed herein or ;no,i,. he ,gran;t i ng of this perini t' does not presume to give authority iolate or ;;cancel'°;the provisions of any,..other work or local'' law egu l at ng construction or the performance` of work • 17k:3i:'7�i .VeX.w'7.311 'AP,Vi;4;11: =;;%h ' #Sb .i1,... {, #%.i4rYS ,?...V '' pi r- w ce 6 UO Cn CO J N u W O J u. 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W • w H H — 0 111 Z rn 0 Project Name/Tenant: J/ a Sfr 4 1/ re Value of Construction: / z cc Cp a o e7 Site Address k City State /Zip: / S 9- (t e b 1 k. fi r , 1 t t 4 ( �� t, Tax Parcel Number: Property Owner: �� �/ 4. l5tti ark, Phone: Street 1 a d � ss: , 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 Ci :?tg p: Fax #: 19k, 6} (ca.11 cv, 4 6/4 Contractor: / � kS1 ] , v /j & 2k Street Address: city StatelZi l / aD Co/ 7 s7. vi i, &2 egos Fax # 7 c9-5" �� 6 ? `{-6 Architect: , Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: /he seTr S o.1 Phone: 06 9/61,270y Fax #: 5!�-d ,� K" �1 � Street Address: (Goa Sw •7' City State /Zip: .c'? e ms► ,, W 4 92c.)5 S Description of work to be done: ...2"-'5A 6(4;41 7 T / Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family 2111 Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family la Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes giOno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 41 yes ❑ no Existing fire protection features: I P sprinklers ❑ automatic fire alarm 171 none ❑ other (specify) Building Square Feet: F!) Y existing _ Area of Construction: (sq, ft.) g ce'c 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 TUK' VILA 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 mail or facsimile. APPLICANT, REQUEST; FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW :OF THE FOLLOWING (Additional :reviews may be determined:by the.Public. 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 ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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 accepted: r7 c Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 �.� dd:v! :.:(ai..P Z ~ W tY 2 • 0 (/) = l— � u- W ° J u_¢ d W Z = t-- w ~ U� O - W w 1— O P _ O~ z ti ass Ina c BUILDING OWNER OR AUTHORIZED- AGENT: Signature: �i� " Date: / iii lD D/ Print name: / _ e /'.22_,7,.S6 �7 t n : 9y6 c2 76v Das"aa4 (-' 6 s ` p o 5 - �-- l Address / /OD ,5 W 7,�- S City /State /Zip /Q�‘,�r)rt ALL COMMERCIAUMULTI -F ILY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS BE SUBMITTED WITH THE PO WING: ➢ R, iI,L ARAWINGSr.TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRI)�CTURALENGINEER 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). ❑ a Floor plan: show location of tenant space with proposed use of each room labeled © 11 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 ❑ 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 fine will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. g ❑ 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) ❑ �`ti 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 ". 1 1\ fla 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. ❑ Indicate proposed construction of tenant space or addition and walls being demolished • Construction details ❑ 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). 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 / k k *,4'* *, t *A *A •h •k, *A * **A * *, *A k *A•;:k *84*A:hof *A *at •b *AA'.* *•.t4c'O • V 04 ,'i U4 <W1i..: • wA:: T .IrlSMIT A ***.k'•k *** ***. A*A. *kA. *. *kk **.:4: }_kki***iv **. *** ** ***,t•* *****of** bii'(SMIT Mttmb r-: N010:046 :A :,. 45.01 '10/17/01 06 :43 P' yme,n , `Met;Ihacdu CH,ECif • i a ti tian: MICHAEL . SCR Ec4SON in i t: :p HS Pei :init :14oa. 601 -344` - : Tupep DEV:PERM DEVE .OPMElf'f :PERMIT^. P ar^cel: 'Mo: 352 0'4';.90:1E3' :3 i i; e ' Adder ` 'esei . 18296 AbH)OVEH PH W Too Fees: !- 11t3.7 T 1 Pa .:. 45.•01 Tottz 1 ALL Pmt,„ 45 n 0.1. [( � � / j � [3 l a n c e: 73, 5 f�W PCI) 45.01 . AA*•:*** *, *os *` * * * * *4-* *'k? *>. *. * * ** ** Ask *it. 4,A* * * *:�* 4 *414- ,4- *a * * ** *4. *A ** CHECK 45.01 c:cou'nt:.`C :Descri f�moulnK • } 0:0/3,40.. 8 30 PLr -- NaMREs 45,01 10/19/01 10 nR i •.• "' ..�. .. •..., ... •. . • .• _ .. 04 :54 0097 0117 CITY OF TUKWILA RECEIPT,. ** *, ** ** * ** * * * * * * ** ******* * * * * * *** - * ** TY =AOF TUKWILA, WA TRANSMIT *'* r*.***** 1* **•** . * *Or * *• *• *ki•* * * . it* ** * *• *• ***•* ***II( *** fe ** *`sc RANSMIT Number: R0101457 Amount: 73.75 11/14/01 13 :02 Payment Method: CHECK Notation MICHAEL SORENSON Init: SKS Permit No: D0.1 -344 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 352304-9018 Site Address: 18296 ANDOVER PK W Total Fees: 118.76 is Payment 73.75 Total ALL Pmts:. 118.76 Balance: .00 * * * * * * * * * * * * * * * * * ** * ** * *•** ***•**• * ** *• * * *• *• * * * *• *- * *• * *• * * * ** * ** * * *• * ** ** Account. Code Description Amount 000/322.100 BUILDING - NONRES 69.25 000/386 STATE BUILDING SURCHARGE 4.50 1 A in i4arGwa T Inspection: "\ _ i na. ,/ Address: to Avvi 01,6' Pit_ K J D ii7rz ecial instructions: m . e. moo© i ` J / ✓ Date t a.m. � I l � 1C7---........;., Reque ter• t Ke. Phone. (Ott% - 0 INSPECTION NO. 4�) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: (r) R_ -To ..pproved per applicable code ections required prior to approval. Inspe 7.00 REINSPECTII F E REQUIRED. Prior to inspection, Me must be paid t 6300 Southcenter Blvd., Suite 100. Call to scl} dule reinspection. eipt No: Date: / /// S70:9 ,� Date: PERMIT NO. (206)431 -3670 : iw,kiS:;i „V. Z,w? 4,44) g a;5.« %"sCf41+ 44hir,4.4 a;Ak ..0.41. 44 6 • UO N O • w = J V) LL, WO gQ: co - a. I Z = I— O; Z IV • W U � • :O N 0 •w w • U W Z • CI): O z • • • 1;11,40:Pi I4*./..^«:), 1.4:441144140*.Z4ektifil , .. • , FINALAPP.FRM Sprinklers: Fire Alarm: •Hood & Duct: Halon: Monitor: Pre-Fire: Permits: ( r AuthorizedSi'gnature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Al-1 14 - t : Address Retain current inspection schedule Needs shift inspection C7 'Approved without correction notice Approved with correction notice issued Permit No. Date T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # 4/ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 z 11- z re LI 6 D O 0 U) CO W W CO U. w 0 g 5 cL. I w z F _ I- Z I- tU j O (12 O )- O Ili 0 1- w co O — I= z 0 c. rJ®D ftTh@D CONSULT;NG E IG'f ;EERS /CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS F. RACK ANCHORAGE Austin- Romtech 18296 Andover Park West Tukwila, WA AUSTIN - ROMTECH 8001 Central Avenue NE Minneapolis, MN 55449 October 2001 JOB NO. 01166 RECEIVED 011Y OF TUKWILA C r..0 I PERMIT CENTER 1519 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 253 - 833.7770 Fax 253.939.2168 6m• • O Cl) o: •N 111; ' w = • 111 O' J , tL <, 7 41.1 1 z� I-01 • z o — : t0 I- w iui o '' z RUPERT ENGINEERING, INC. JOB NO.: 01188 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 02-Oct-01 PROJECT NAME: Austin- Romtech SCOPE OF WORK DESIGN CRITERIA Determine anchorage and basepiate requirements for the storage rack subject to seismic loading per the 1997 Uniform Building Code. Rack design per the Manufacturer. Concrete Slab Thickness: Concrete Compressive Strength, Pc: Allowable Sol Bearing Pressure: Steel Baseplates, Fy. SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: Seismic Zone: 3 I = 1.00 Design Method (ASD or SD): ASD 5.50 inches 3000 psi 2000 psf 36 ksi Soil Profile: Sd , therefore Ca = 0.38 R = 4.4 p= 1.00 Design Base Shear. V = 0.205 W UBC 1630.2 (30-5) E = p= "Eh UBC 1630.1 (30-1) E/1.4 - 0.146 W UBC 1612.3 (12 -9) Distribute force per. Fx = V " (wx " hx) / SUM (wi • hi) UBC 1630.5 (30 -15) RACK DIMENSIONS AND LOADS: Rack Type: PALLET Rack Depth: 3.50 feet Number of Shelf Levels: 4 Shelf Heights per Sheet r Level No. Weight (wx) Height (hx) 1 1.50 k 14.08 feet 2 1.50 k 10.83 feet 3 1.50 k 7.33 feet 4 1.50 k 4.42 feet RUPERT ENGINEERING, INC. JOB NO.: 01168 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 02 -Oct -01 CASE 1 - ALL LEVELS LOADED Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 1.50 14.08 21.12 0.337 4.74 2 1.50 10.83 16.25 0.259 2.80 3 1.50 7.33 11.00 0.175 1.28 4 1.50 4.42 6.63 0.106 0.47 TOTALS: 6.00 Mot = 1.15 *SUM (M)= . Mres = SUM (W) • D / 2 Madd = Mot - Mres = DOWNLOAD = (Mot + Mres) 1 D = UPUFT Madd l D CASE 11 - ALL LEVELS LOADED EXCEPT BOTTOM Level No. wx hx w x h Fx M (k) (feet) (k ft) (k) (k ft) 1.50 1.50 1.50 0.00 TOTALS: 4.50 14.08 10.83 7.33 4.42 Mot = 1.15 *SUM (M) = Mres = SUM (W) • D /2 Madd = Mot - Mres = DOWNLOAD = (Mot + Mres) / D - UPUFT = Madd / D = 54.99 0.88 9.30 21.12 16.25 11.00 0.00 0.287 0.221 0.149 0.000 10.69 k ft 10.50 k -ft 0.19 k -ft 6.05 k 0.05 k 8.66 k -ft 7.88 k -ft '0.78 k -ft 4.72 k 0.22 k 4.04 2.39 1.10 0.00 48.36 0.66 7.53 TOTALS: { RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 1.50 14.08 21.12 0.248 3.49 2 1.50 10.83 16.25 0.191 2.06 3 0.00 7.33 0.00 0.000 0.00 0.00 4.42 0.00 0.000 0.00 JU U0 , :co rA UJ 11J O 3.00 37.37 0.44 5.55 2 _ g J; u.a mot= 1.15• SUM (M)= 6.38 k-ft I „, Mres = SUM (W)•D /2 5.25 k -ft t- W Madd = Mot - Mres = 1.13 k -ft Z H t- 0 DOWNLOAD ■ (Mot + Mres) / D = 3.32 k Z '" UPUFT = Madd / D - 0.32 k 2 . M D 1 0 t-, _ U. CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM THREE Z, UJ U � Level No wx hx w x h Fx M 1 H (k) (feet) (k-ft) (k) (k-ft) Z 1.50 0.00 0.00 0.00 14.08 10.83 7.33 4.42 Mot =1.15 • SUM (M) = Mres= SUM (W)•D /2 Madd = Mot - Mres = 21.12 0.00 0.00 0.00 0.219 0.000 0.000 0.000 3.55 k -ft 2.63 k -ft 0.92 k -ft DOWNLOAD - (Mot + Mres) / D - 1.76 k 0.26 k UPLIFT =Madd /D 3.09 0.00 0.00 0.00 TOTALS: 1.50 21.12 0.22 3.09 JOB NO.: 01166 02 -Oct -01 RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 BASEPLATE CASE IV RACK TYPE: MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS X= Y= PLATE DIMENSIONS x= y= SLAB THICKNESS = Pc = SOIL BRG = Fy = SLAB ANALYSIS Ft = 3.5'SQRT(F'c) Ma = SOIL BRG = M= Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK BASEPLATE ANALYSIS, TRY pLw /t= S= Fb = MpL = MpL = 121p1A2 ApL =x *y le max = a prov. = b prov. a eff. = b eff. = Ieff= ApL eff. = fp = PIA = MpL = treq'd PALLET 6.05 k 3.00 inches 2.00 inches 6.00 inches 6.00 inches 5.5 inches 3000 psi 2000 psf 36 ksi 191.70 psi 60.50 in A3 966.50 lb-in 2666.67 psf 12(SOIL)L "2 10.22 inches 2.27 feetA2 26.43 inches 26.43 inches 4.85 feet"2 0.313 inches 0.016 in "3 36 ksi 0.586 k-in 3.077 inches 1.500 inches 2.000 inches 1.500 inches 2.000 inches 2.000 inches 36.000 inchesA2 0.168 ksi 0.336 k-in 0.237 inches 31 —J 4 JOB NO.: 01188 02-Oct-01 .111-w17+4 a 6 0 - I L4 0' J S ty �! SR.— C V Pe-AC.01' � 1 P/ A. — MA.* /v:, -Lor— i RUPERT ENGINEERING, INC. 1519 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833.7776 FAX (206) 939.2168 IbittSGP ftt-4 c442J C cfr4G.1:2-ISTc: . ZL.A 4 3 OIL 3 2-PrC.114. 1' 1-4 czr" To LG JOB Oil V* SHEET NO .r OF CALCULATED BY DATE C( 0 I CHECKED BY DATE SCALE t•-k 4c, mi 6 • . . :-:•it,'4'23 SO? 12 As u Ga"V rrr L\/frrflC' ,Nr-4 (Z: L. Br Di A sz.A, , t• PPC'Jr.," •i yw's int G 01/ ■ Tc Gitm PHC*4 TC;:, PIE :40-6411 3 3 6 $ 4 6 4 3 6 6 latemrawdateN4WW a r4 w C.) 00 , ui LL w < D ±- I- al Z I- 0 Z w uj ui 2 ;0 El u i N (- — 0 7. Z C. • I 0 3 9 0 le fi! n 4 (o U � T ,07 ,,..44M.... ,ar.,,_... , WSW . _..,.RZ,..._,.., 4r.w...H., #.� ........,, �.r.,..1,4,.•...w.,. _, ..._.. .... ,.,1..._..�,...� �... ��. ,_...,.....,_� .r� .. ,, d.....,. ....a pert C�[n'Ogiti)e e r i Gig o dl1I Cho CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Aubum, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253 -939 -2168 C 1l(oC to SHEET NO. OF CALCULATED BY DATE cr C?' l CHECKED BY DATE SCALE JOB u z1-'A A.. '2 - I z - t)r s l 'r W t2lrvA s'.Sr/ t H bt> T%L.0 %-a-'r \ t sst 5 017.4 c.rtcr�s - 3 1 2 G76.43 eD t`� r��i' ( ; c C r�-�r E / 5 P Z-t -/ / >.t c7' 12.R9 $ e 6 7s \ 3 -pT 1> en- 1 C. /t a r2-.7- F2 -13 ¥2_ s l �`� x (o )c.4. B A-5 - S'rvz -u 4.. r2-4%-,.- ►�' S u ca P /2-1 644.1 Pi- tike u srq -c." uti Fvyz P-1 ,•r t-c.P R 0 .-Tv R 'E r - / -t c— (Z Q,u t i(. '- c• CITY of TUKW PERMIVIENTE R ETv yC;cw�r3,i l :i't.*4::2s: c s ',wa } v n7+ir4.e1fa406 Z 6 O 0 cn cn J (0 LL; W O u. II— W ZH 1-0 Z I- W uj O I-- = W. F. - ' U. Z . w O D O 1- Z STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Install permanent plaques of not less than 50 square inches in area in one or more conspicuous locations showing the maximum permissible loading per UBC Section 2222.5. 01312 PROJECT COORDINATION DIVISION 1 - GENERAL REQUIREMENTS The Contractor is responsible for coordinating the work of all trades and shall check all dimensions. The Contractor shall ensure that subcontractors and fabricators receive all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. 01412 BUILDING CODES Uniform Building Code (UBC) 1997 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) r 1 ): 0; .0 Uo t . N O. •U) w. w = N u -. w o: LL Q' • CO �. • I w H =. • z 1-o: Z w n o. o- 'Ill - Cu' iu z 01415 DESIGN LOADS AND CRITERIA Pallet Rack Loading: SEISMIC: Seismic Zone: Soil Profile Type: Response Modification Factor (R): Importance Factor (I): FOUNDATION: DIVISION 3 - CONCRETE 1500 lb/level re 2 F Wl .J U; U o : N U N w : wI i J F-, Allowable Soil Bearing Capacity (DL +LL): 2,000 PSF cn u _ . w o J lL Q Ei.).d F o z� w w n 0 o • I w W ' , U Zone 3 Sd 4.4 1.0 03153 WEDGE ANCHORS Wedge anchors in concrete shall be one of the following: ICBO Report ITW Ramset/Red Head Trubolt Wedge Anchors ER -1372 Substitution of another product requires approval of the Engineer. Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation WHERE NOTED ON THE DETAILS. Do not cut or damage existing reinforcing to install anchors. ACCEPTED Q Without Comments fir As Noted In Red ❑ Per The Attached letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances, The fesponsibility for the adequacy of design rests totaNy with the designer, Additions, deletions or revisions to drese drawings after this date will void this acceptance and will require a , resubmitlal of revised drawings for subsequent apiprovat Final acceptance The Tukwila nit is subject fo field lest and Anspecktiqo 93y pin Sweatt Dar /VOA ( Dr its ,coo lc'/1 o u t 4 sp.- - pc A- -T r c. y p ez o V ff41-- (9 / /4i -f• (I4L 7- z. 3.Z• ) r;r? 1 eQA 3 ,i( C4.0 v P a /1 ` ,t-i n "or& le o V 2 ( L ' 3 rftn ,c/ � t/ a 6 .Tk.b..cf✓t46 /CG Ul J10it Wt. s !3)“.1 E'IC.n( . o ✓ -O s 4 ' A-3% / A Cce— c,J Ar c. 4 trf C - (9 -f 7 -q_ ,( INIONNEPONNIONIalliais Do ( 44" SHEET NUMBER 1 <Z U J< ct L 13 0 D< • Z W H z -J 0 2 W cc imesvuommiummummunimilwernmeric . 1- w 6 0 cp 0. • L11 w O: 1 Q. = • a I- T. z F zI • W 0 F— w W W I— w z z • ACTIVITY NUMBER: D01 -344 DATE: 10 -17 -01 PROJECT NAME: AUSTIN HARDWARE SITE ADDRESS 18296 ANDOVER PARK WEST XX . Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: I L Planning Division Permit Coordinator DUE DATE: 10-1 8-01 Not Applicable No further Review Required DUE DATE 11 -15 -01 Not Approved (attach comments) DG n REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions Li Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4, : :ttt..; :.lt� , i�t , `ri�t :4* )'4^C &i " ; W . rt O O . u , 0 w = J F N LL, W O } . g J tL Q ' = a . 1- W 0 z w u i U 0 . O N o 1 w • w u- Z w H O. Z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 344 DATE: 10 -31 -01 PROJECT NAME: AUSTIN HARDWARD SITE ADDRESS: 18296 ANDOVER PARK WEST Original Plan Submittal Response to Incomplete Letter # X. Response to Correction Letter #1. Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete 1PRROUTE.DOC 5/99 fZ ir C- ( / /3 -0/ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 11-01-01 n Not Applicable ( 1 Comments: No further Review Required DATE: DUE DATE 11 -29 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: z xz re w 6 00 CO 11.1 J • w w 0 a • 5 tL a • d = W z � '-0 Z F— w uj U� O e. O )- w w . U . F-_ • O iil U N. 0 Z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 344 PROJECT NAME: AUSTIN HARDWARE SITE ADDRESS: 18296 ANDOVER PARK WEST XXOriginal Plan Submittal Response to Correction Letter # DATE: 10 -17 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route I I StructurayReview Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved thonditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: Approved n Approved with Conditions DATE: DATE: Planning Division Permit Coordinator DUE DATE: 10-18-01 Not Approved (attach Not Applicable No further Review Required DUE DATE 11 -15 -01 nts) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n DUE DATE ,a5 a.b.t' u'.`v�4+wr { f�:: :31A;Ntl.�3:i:;1„�.:::t5i,ro-;�k %,;Awn.T +kJ';' »A it,ici.i i'/•'+:r' 4it+s ::Yi. A. z, w 6 o O : 0 t wI - J • u_ w O. g J, w Q `) z � z0 11) ui U � O u- o 1- w W U. O w ° ; 0 H O Z BUILDING P.ERMITS INSI'ECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Prc- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile I-Iomc Tic Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /AII Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall lnsulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre- Ivlovc inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ $1140 Pre- reroof • 1400 Final -Fire 01700 Final- luilding ■ 01900 Final - Reroof ❑ 03100 Site Visit. ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Nlom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 ' Special- Structural Masonry ❑ 04007 Special-Rcinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcretc ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS X0010 Special inspection required, notify Bldg Div No changes to plans unless approved by Bldg Div Special inspection required, notify Bldg Div ❑ 001 1 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 4 Readily accessible access to roof tnounted equipment ❑ 0015 001 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgradc preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof fjj All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L &I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O wilt be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TIvIC 0041 Ventilation is required for all new rooms & spaces 40006 All structural concrete shall be special inspected All permits, insp records & approved plans available All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." "Reroof' Plan Reviewer: Permit 'tech: Date: Date: ,x1 ;,.1:411k.'..g 6L:ksvi.la.,,!) !'iL. .1 tk ytalt Fyn 4—Yt ;,Jv �tnCsanS , r,;}c= as1�1}i'sYxiFSti'r',n�`�. �y�j�A ACTIVITY NUMBER: D01 - 344 DATE: 10 -31 -01 PROJECT NAME: AUSTIN HARDWARD SITE ADDRESS: 18296 ANDOVER PARK WEST Original Plan Submittal Response to Incomplete Letter # xX Response to Correction Letter #1_ DEPARTMENTS: Building Division n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route 11 TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Not Applicable Comments: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: - 157g. \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 11-01-01 No further Review Required DUE DATE 11 -29 -01 Not Approved (attach comments) DATE: I( // A) DUE DATE Not Approved (attach comments) DATE: f�nlrMWwfYAWff �tllMM�vNnr..+ in�x .nr.,re7_wfe...«,...»..n.,Y,. •. nn, �•... y } y .. �..,,,,.......« x�uw. wtia. �.-.... w. y.... F.. w... �.;. �.... e�*.».: w. r... �x. m+ nnweww:» w, wvmnur. rcnnss+rtF<�.cWenwam+h.feXVR4�v >@M�'�m1N^+wR.t:•�n c ACTIVITY NUMBER: 001 -344 DATE: 10 -17 -01 PROJECT NAME: AUSTIN HARDWARE SITE ADDRESS: 18296 ANDOVER PARK WEST XXOriginal Plan Submittal Response to Correction Letter # Revision # Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-18-01 Not Applicable Comments: No further Review Required DATE: DUE DATE 11 -15 -01 Not Approved (attach comments) r DATE: (O /2 S / DUE DATE Approved with Conditions ri Not Approved (attach comments) DATE: aM =.)b,u i4lea:r.': ns . fY`. k2i9�h�.vn�5.i ek'1+3i�} ° i4':kkAaa e i ,U:E:'i�' 'i`^: 44+.0a4 .tt z Z : 6 ocw 0 0 0 0 w = U) w w = W H = z � 1-- 0 Z F— w uj 2 • o 0 O - o F- w � 0 LI 0 Z w U N ". ce ` O Z C Project Name: Project Address: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fain etc. Date: October 30, 2001 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Contact Person: Mike Sorenson Plan Check/Permit Number: DO1 -344 Austin Hardware 18296 Andover Park West Phone Number: 206 - 910 -2704 Summary of Revision: 77 Is Cora" i s Q ev odes * 7 t r ( J C-46- / h / / G� fnauacA o'er- -cis frodlAd S70 G 0f 44r i t i , c . d- m on4v4 eicAref---c _ 4 �'� sie,4 1; 9► e 4 ee •'1 IoOQ 9Qe-t roo -& JL4 gr-S / . 1 .' r . - t - r . < Ler c -�Qlk7 r •S 712t- /�.ryt4M l � r� 4 Co AS( � �1 /� c� /� G/La ,/kcr s4 � , �o :CT c p 'i%+? w/, &a/ l L(.Uor�it cu.., cQ S o ld f 6 > ,r rc&tcfs sci I.% ci s 9-01.4/7 -err. A oe ii Q!.�- S/ r h/7 c_aritoa,`/ .S41df et"" !n Luoceie#1 i)ra/lpi'i , hdsvt'r�1e, , ,,r 4.ylc s'u`Ql� /%� • aRR�IVED J!,! , J ✓ / �J CITY CF TUKV SheetNumber(s): OCT 3 1 2001 "Cloud" or highlight all areas of revision including date of revision PERMIT CENTER Received at the City of Tukwila Permit Center by: .- iti ie6Z) /� rd Src ,Pe•9 • CORRECTION 10/30/01 z a • � z w w QQ � JU U O CO 0 • LLI J = H CO u_ w O u. Q: U � = � z � z° U 0 O P O I- w w LL-: 0 w z. 17- • F` z October 30, 2001 Mr. Mike Sorenson 1100 SW 7th St. Renton, WA 98055 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -344 Austin Hardware 18296 Andover Park West Dear Mr. Sorenson: This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time, the Building Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3684. Sincerely, 0 Kathryn A. Stetson Permit Technician encl xc: File No. D01 -344 Cizy of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 SouthcenterBoulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 3j5 v -n :,G :r, oa k, •r','�,w;rrk z *; t,k rat. e 2.4E. , +•.4;;, { =.ctlr. • •u6= • .0 O• N0. CO =` • LL w � u. Q • d w . z o, w wi ;UO cn> 0 H 1 - —. w Z FIE DEPARTMENT REVIEW COMMENTS Project Name: Austin Hardware 18296 Andover Park West Permit File No.: Date: DO1 -344 October 30, 2001 Phil Lyons, Fire Prevention (206)575 -4404 If you have any questions regarding the items attached, please contact Phil Lyons at the phone number above. 1997 UNIFORM FIRE CODE SECTION 8101 -- GENERAL ARTICLE 81 — HIGH -PILED COMBUSTIBLE STORAGE 8101.1 Scope. Buildings containing high -piled combustible storage shall be in accordance with Article 81. In addition to the requirements of Article 81, aerosols shall be in accordance with Article 88, flammable and combustible liquids shall be in accord- ance with Article 79, and hazardous materials shall be in accord- ance with Article 80. Storage of combustible paper records shall be in accordance with Article 81 and UFC Standard 81 -4. 8101.2 Definitions. 8101.2.1 General. For definitions of AEROSOL; ARRAY; ARRAY, CLOSED; BINBOX; COMMODITY; CURTAIN BOARD; EARLY SUPPRESSION FAST-RESPONSE SPRIN- KLER; EXPANDED PLASTIC; EXTRAHIGH -RACK COM- BUSTIBLE STORAGE; HIGH -PILED COMBUSTIBLE STORAGE; LONGITUDINAL FLUE SPACE; MANUAL STOCKING METHODS; MECHANICAL STOCKING METH- ODS; SHELF STORAGE; AND TRANSVERSE FLUE SPACE, see Article 2. 8101.2.2 Limited application. For the purpose of Article 81, certain terms are defined as follows: HIGH -PILED STORAGE AREA is an area within a building which is designated, intended, proposed or actually used for high - piled combustible storage. SOLID SHELVING is shelving that is solid, slatted, mesh, or grated located within racks that obstructs sprinkler water penetra- tion through the racks. Permits and Plan Submittal. 81013.1 Permits. For a permit to use a building for high -piled combustible storage, see Section 105, Permit h.3. 81013. Plans and specifications submittal. At the time of permit application, plans and specifications including the information specified in Section 8101.3.2 shall be submitted for review and approval. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. The plans shall include the following: 1. Floor plan of the building showing locations and dimen- sions of high -piled storage areas. seable storage height for each storage area. Number of tiers within each rack, if applicable. Commodity clearance between top of storage and the er deflector for each storage arrangement. 5. Aisle dimensions between each storage array. Maximum pile volume for each storage array. Location and classification of commodities in accordance ection 8101.4. Location of commodities which are banded or encapsu- Location of required fire department access doors. Type of fire- suppression and fire- detection systems. Locatiqn of valves controlling the water supply of ceiling an in -rack sprinklers. 8101 8101.4.1.3 12 Type, location and specifications of smoke - removal and c am board systems. Dimension and location of transverse and longitudinal flue spanes. 14. Additional information regarding required design features, commodities, storage arrangement and fire- protection features within the high -piled storage area shall be provided at the time of permit, when required by the chief. 8101.3.3 Evacuation plan. When required by the chief, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits and exit - access doors and exit signs, height of storage, and locations of hazardous materials shall be submitted at the time of permit application for review and approval. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. Commodity Classification. 8101.4.1 General. Classification of commodities. Commodities shall ied as Class I, II, III, IV or high hazard in accordance with Section 8101.4.1. Materials listed within each commodity classi- fication are assumed to be unmodified for improved combustibil- ity characteristics. Use of flame - retarding modifiers or the physical form of the material could change the classification. See Section 8101.4.2 for classification of Groups A, B and C plastics. lass I commodities. Class I commodities are e i y noncombustible products on wooden or nonexpanded polyethylene solid deck pallets, in ordinary corrugated cartons with or without single- thickness dividers, or in ordinary paper wrappings with or without pallets. Class I commodities are allowed to contain a limited amount of Group A plastics in accord- ance with Section 8101.4.3. Examples of Class I commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 percent alcohol Appliances — noncombustible, electrical Cement in bags Ceramics Dairy products in nonwax- coated containers (excluding bottles) Dry insecticides Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic containers having less than a 5- gallon (18.9 L) capacity Noncombustible metal products Class II commodities. Class II commodities are roducts in slatted wooden crates, solid wooden boxes, 1 -231 C 8101.4.1.3 8101.4.2.2 multiple - thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 8101.4.3. Examples of Class II commo- dities include, but are not limited to, the following: Alcoholic beverages not exceeding 20 percent alcohol, in com- bustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons Thinly coated fine wire on reels or in cartons Class III commodities. Class III commodities are o ' sties of wood, paper, natural fiber cloth, or Group C plas- tics or products thereof, with or without pallets. Products are allowed to contain limited amounts of Group A or B plastics, such as metal bicycles with plastic handles, pedals, seats and tires. Group A plastics shall be limited in accordance with Section 8101.4.3. Examples of Class III commodities include, but are not limited to, the following: Aerosol, Level 1 (see Article 88) Combustible fiberboard Cork, baled Feed, bagged Fertilizers, bagged Food in plastic containers Furniture: wood, natural fiber, upholstered, nonplastic, wood or metal with plastic- padded and covered arm rests Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foamed rubber and foamed plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (18.9 L) Paints, oil base, in metal cans Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes Pillows, excluding foamed rubber and foamed plastics Plastic- coated paper food containers Plywood Rags, baled Rugs, without foamed backing Sugar, bagged Wood, baled Wood doors, frames and cabinets Yarns of natural fiber and viscose Class IV commodities. Class IV commodities are , I or III products containing Group A plastics in ordinary corrugated cartons and Classes I, II and III products, with Group A plastic packaging, with or without pallets. Group B plastics and free - flowing Group A plastics are also included in this class. The total amount of nonfree - flowing Group A plastics shall be in accordance with Section 8101.4.3. Examples of glass IV commo- dities include, but are not limited to, the following: 1 -232 1997 UNIFORM FIRE CODE Aerosol, Level 2 (see Article 88) Alcoholic beverages, exceeding 20 percent but less than 80 per- cent alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Combustible metal products (solid) Furniture, plastic upholstered Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and less than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foamed back Shingles, asphalt Thread or yarn, synthetic or nonviscose 'gh- hazard commodities. High - hazard commo- igh- hazard products presenting special fire hazards beyond those of Class I, II, III or IV. Group A plastics not other- wise classified are included in this class. Examples of high - hazard commodities include, but are not limited to, the following: Aerosol, Level 3 (see Article 88) Alcoholic beverages, exceeding 80 percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel stor- age. Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers, which dry by solvent evaporation, in metal cans or cartons Lubricating or hydraulic fluid in plastic containers Mattresses, foamed rubber or foamed plastics Pallets and flats which are idle combustible Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Paper and pulp, rolled, in vertical storage which is unbanded or not protected with an approved wrap Pillows, foamed rubber and foamed plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers 8101.4.2 Iassification of plastics. 8101.4.2.1 General. Plastics shall be designated as Group A, B or C in accordance with Section 8101.4.2. roup A plastics. Group A plastics are plastic mate - ria vmg a heat of combustion that is much higher than that of ordinary combustibles, and a burning rate higher than that of Group B plastics. Examples of Group A plastics include, but are not limited to, the following: ABS (acrylonitrile- butadiene - styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber 1 ii; :�k"`u4�'nrtli'�;',14144/mtRi "' n3 A` : .. }: +fti t. zV§ ni 4fkfc'';.a tz'A.647 0.r.P 1997 UNIFORM FIRE CODE EPDM (ethylene - propylene rubber) FRP (fiberglass- reinforced polyester) Natural rubber (expanded) Nitrile rubber (acrylonitrile- butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 percent plasticized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene - butadiene rubber) Group B plastics. Group B plastics are plastic mate - vmg a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (EC;1'r "E, ethylene- chlorotrifluoroethylene copolymer; ETFE, ethylene - tetrafluoroethylene copolymer; FEP, fluorinated ethylene - propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5 percent, but not exceed- ing 15 percent plasticized) Silicone rubber Group C plastics. Group C plastics are plastic mate - c have a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 per- cent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 8101.4.3 Limited quantities of Group A plastics in mixed commodities. Figure 8101.4 -A shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classifi- cation. ' 8101.5 Designation of High -piled Storage Areas. 8101.5.1 General. High -piled storage areas, and portions of high -piled storage areas intended for storage of a different com- modity class than adjacent areas, shall be designed and specifi- cally designated to contain Class I, Class II, Class III, Class IV or high - hazard commodities. The designation of a high -piled com- bustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 8101.5.2. 8101.5.2 Designation based on engineering analysis. The des- ignation of a high -piled combustible storage area, or portion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineer- ing analysis to be adequately protected by the sprinkler system provided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the high- er- hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allow- able design area for sprinkler operation as set forth in the density/ area figures provided in UFC Standards 81 -1 and 81 -2. The contiguous area occupied by higher- hazard commodity shall not exceed 120 square feet (11.15 m -), and additional areas of higher - hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher density over a minimum area of 900 square feet (83.6 m for wet pipe systems and 1,200 square feet (111.5 m for dry pipe sys- tems. The shape of the design area shall be in accordance with the Building Code (see UBC Standard 9 -1). 8101.6 Housekeeping and Maintenance. 8101.6.1 Rack structures. The structural integrity of racks shall be maintained. 8101.6.2 Ignition sources. 8101.6.2.1 General. Clearance from ignition sources shall be provided in accordance with Section 1109. 8101.6.2.2 Smoking. Smoking shall be prohibited. Approved NO SMOKING signs shall be conspicuously posted. See Sec- tion 1109.4. 8101.6.3 Aisle maintenance. When restocking is not being con- ducted, aisles shall be kept clear of storage, waste material and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (609.6 mm) shall be maintained in 48 -inch (1219.2 mm) or smaller aisles, and a minimum unobstructed aisle width of one half of the required aisle width shall be maintained in aisles greater than 48 inches (1219.2 mm). During mechanical stocking operations, a minimum unob- structed aisle width of 44 inches (1117.6 mm) shall be maintained. See Section 8102.10. 8101.6.4 Pile dimension and height limitations. See Sec- tion 8103.3. 8101.6.5 Arrays. See Section 8103.4. 8101.6.6 Flue spaces. See Section 8104.3. Gfl 81 01.4.2.2 8101.6.6 1 -233 NOV-A8-01 02:08P11 FRail- NORTNIUEST , 11.41;1Al.ING N0R'THWEST H A N D L I N G i Y S T E M S. I N C. The Material Handling Experts November 8, 2001 Phil Lyons Tukwila Fire bepartment Fax 206/5754439 Mr. Lyons, Pursuant to our conversation this morning, fallowing is the information that you requested. Tcplfif'5torage;181 Commodity Clearance - Top of storage to sprinkler deflector: 18" minimum Maximum Pile Volume: 627 cubic feet /storage array L ation /Ctasai,ficatfan of Commoditiss, j 80% - Class T Metal Components 20% .: exceed Group *Attached are information sheets labeled as "weather seal" and "bumper material ". Sprinkler Riser: Not located in this space .tS 'age Paitets on rack solid shslyes I will call you later today to make sure you received this information_ If you have any questions prior to that time, please give me a call. Kurt Sales ger 425 -22B -8948 1100 SW 7 St. Renton WA 98055 (425) 255 -0500 ph (425) 228 -6946 fax T -183 P.O0l05 F -419 KF /cf 'Anchorage Eugene Portland Renton Spokane Yakima NOV -08 -01 02:06PM FROM-NORTHWEST H,ANDL!NG M$QSt P A W T U C K E T R �14 A = t Mel ttech, Inc. 1 4 011- 32 ■-11 tMM00 Fi7 Sian General ❑rive Plyrnoutr . MI 48170 1. Ba .834 r III. PHYSICALg,NEMICAIL CHARACTERISTICS: APPEARANCE AND ODOR BOILING ELLETS FAINT ODOR MELTING NOT AVAILABLE RATE: t EVAPQRA ilt+ Q£ACENT�vaL*'rii LE VAPOR /TYe LE NOT APPLICABLE SCLUR7 AV IN SPECLFEC 6 RAV _ =TVp 425 -228 -5946 T -193 P. 02/05 F-419 t `t'���k153z P.2 GVINa=4= t Rol P 15 P(.*?r?‘ C O M P A N YALE ! OF 3 AL1INFORMATION, PA1t41' OAtE ....: O5 /08/1997 R Ev t SItN DATE .: 03/01/1497 REVISION NO ...: MANUU ANQ GENERAL PRODUCT DATA: g UTYON: pRl.YVINYI CH COMPOUND T/A ITEM NO: 237 -.362 T. MAZARilhuS UNOREDIENTS ! IDENTITY INGREDIENTS SUBJECT TO SARA TIT{..E III SECTION 313 REPORTING: DT�(?.- EYHYLHEXYL)PHTHALATE CAS$ 117+81 +7 (PEL +TLV BELCH) 04HA HAZARDOUS IHGI EDIEN1Si nI- I2- WTHYLUE%YL) HTHALATE CAS* 117.41-7 (P'EL *TL V BELOW) OH) FAAf1UN SLACK E 2% CASP L1333-S6 - 1£CGtf T V $ LL RA>lS�PER CLbBJ 1€R C RapN LACK H 5M LA StFIED AS A GROUP 28 cARC ifNO4Eh O y RY THE tNTE OAT AL &GEN FOR RESEARCH ON CANCER (IAAC) OAS O ON INNA A i0N Mot S CONDUCTED ON RATS. A GROUP 2 "PcN PLY + g QC C T1 MUMANS'�. A RBON A SLACK IS NOT L . STE AS A CARCIN34EN B Y THE OCCUPAT #INAL SAFETY AND HEM TH ADMTNI STRA TT ON t OSHA) 8A AY THE NATIONAL 70x/COLCIGY PROGRAM tNTPI. CALCIUM CAR /MATE ! 27t CAS* 1317 ..65-3 OSHA PEL 15 MILLIGRAMS PER C'JBVC METER, ACGTH TL,V 14 roG /N3 HAZARD STATEMENTS: Dt- 2'- ETt1YL NE,X/YL N3 AC PHTHA ATE: CAS P S /S M p G.IH TLV: SM/M3 TEL: 0MG G 7..a1 -7 OSHA EL: H3 Dews S ON CR TPaAND GISTS Y A A PQTENTIA4 CAR y s KM SSl0N CHRq C HAZARD A� 1I S ORC A, RGINL G b A I T ATE0 rm4 0 44 CpE 9; IS_AN ICA A CAR HIC TO TAN. T TN G S L N UF i R ASSd�IA��AtY DATA GG�S S THAT � M A„ RATS DD NOT ATE TO MAN. wHEA ; L T OR Us O R ISK MICE YEARS OF USE. THERE USE. S NO oa E ON D HUMAN S HEALTH. CALIFORNIA eROPOSITION SS: OFHP IS KNOWN TO THE STATE nF CALZFF RN IA TO AUS E CANCER. rtlRMULA: TRADE SECRET TSC.AA STATUS WE GrATIFY oar ALL Mar€RSALS USED TN THE MANUFACTURE OF DUR COMPOUNDS HAVE EN REGISTERED IN ACCORDANCE WITH THE RULES ANn NFPA R O RA RATING: THE 4AAL a FLAMM4j37LITY:1. REACTZVC7r:0 SPECIAL: NONE 6 t C M ' : : a' 44 411!Ntittve1:G6:a::;y `sixty, hxs yi'%h�P.i *,1!ii�!tid2 Yh4 �..jrl�; i•S tG,`'!�. ts6am4k 1 NOV -09 -01 02:07PM FROM- NORTHWEST HANDLJNG . I I — M S O S : 2 APEX 3 & 4 BLACK :V. ,FIRE ANO F•ZA S H Pnr ExTTMC, WATE S PE C r N EXPLOSION HA *1PPL T ADI,E MING KEDI a SPRAY. NFFOER• SEL ORM. XRE HAZARD: Rnu E: (Sl OF ENTRVz ZARC DATA; 425 - 228 - 6946 P.D3 /05 .F - 419 F CARBON P n4YX1 O RAEATHINGAPPARATUS SMOLA.D PAGE Z OF 3 B UNUSUAL F V. REACTIVITY DATA: THERMAL STABILITY: 1NCOMPATTPILITr: AC ET AI. PLASTICS MATERIALS TO AVfI{i: A�CFT At, PLASTICS C HAZARDOUS PCILYMVRt ATION: WILL NOT OCCUR HAZARDOUS DECOMPOSITION OPOOUCTS: N CCAS CF mince!) BURNING: CARBON MQ1IO %IDE. CARSON alaxZ(SE. G. REPnITED U NDER / I R SE CT IO N F 313 WOU RESU MOH THE COMBUSTION OR THERMAL DEGRADATION OF THIS COMPOUND. VT. HEALTH HAZARD DATA: INHALATION NO Sl(lM NO INGESTION? UNLIKELY HeALT � AROs /AcUT AND Q wa aN A T S T H ECF 1 I f SO uaLu 0 A R D u R t y NG T PROCESSTHG QN FUMES LABLE. SHOD D SE EXHAUSTED INTD THE ATMOSPHERE. NO RECUR ED DATA CAR etNISSGAHIACLAYLE. IF FUMES ARE WREATHED, REMOVE TO FRESH AIR. IF ORNP PR CSEE SECTION 111 NTP? 1t S t AAC MONOGRAPHS? YES OSHA REGULATED? "TES STARS ND MP OF EXPOSURE WN MPDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: MOT KNawN EMERf E? C AED DEArr RST 4 �C) PROCEDURES: VTT. aREC4tiTIONS FOR SAFE HANDLXNG AND USE: STEPS TO TiE TAKEN IN CASE NATFRIAL IS RELEASED OK SPTLLEG: SMEEP UP. WASTE DISPOSAL METHOD: 1?rsPQSE EN LANnFPLI. £CCQRQZNG ro LOCAL ANU orKem PERTINENT REGULAT ONS. PRECAU B E i TA T EN NERANDLING AND STORING: OTHER N ANFC NESD ER s VXTI m ES PIRATO E RY pON ## PECIFY TYPE): NoRmALLy Kt U ifEas FOR ROUTINE WORK ABOVE PEI. LSE FULL -- • FACEPl�CE ORGAN ?C yAPQit�DIIST NO MIST RESPIRATOR use AIR- SU Pt. O CR SEL -CON TA d BREATHING APPARATUS IN EMERGENCY AN� N�h- AtILtTr+YE. HIGH � JK F Q3;.rike SITISAT'[QN• VENTTI.ATtlw: LOCAL EXHAUST: YESt AT PROCESSING AREA IF NEEDED TO )4YNTAPN MECHANICAL�(UENERAL): OK S @ LC1 S P Ec I AL� ' VN OT NORMALLY REQUIRED PROTR Ut T NG FU H HOT MELT IS GOOD INDUSTRIAL. PRACTICE. EYE PROTECI'XQN: SAFETY gLAsses ARE G0130 INDUSTRIAL PRI,CTTCE. OTHER P*OTEC VE CLOTHING UR egUI PMENT: NARK 4 MY(IEE PRACTICES% WASH BEFORE EATING DR SMOKING- STANDARD INDUSTRIAL PRACTICES. 4A T E R I A L S A 1r E T Y D A T A S H E E T T (MIS MS CONFORMS TO THyE pLU T RY DRAFT FORM I 2 ORDER COMPLY wing 1]E OSHA HAZARD COMMUNICAT[QN T AN AAD 2P CPR 201 C.Lbo FOR HE v S, PARTMENT OP LAPt�R. ASH1t Oft ER>{.Y ,4SHA -ZD) (REFERENCE: 5EE 20 CFR ',T? _„ Y ,•.. v . Si. };�r >G,.r+ : " tt s �e. ",i4d `.v'rSF.7Yu a'svu.r±nw ;04, D: W' -JU (.30 WO Ww Wu_ WO J• u.= Y2 a I-W Z Z � . 1- O Z U� O 91 OF- W • uJ O tll co Z c NOV -D8 -01 D2:07N PROS!- NORTHWEST HANDLING t 09143 2 4pEx 3t69 I" SECON 3 8L G RTINC REOUTKgm� F FORTH E 3 OR 3 HTSg r C ONF T• R� NYT . AMQ nn £RT tE UIN SARA 13 Q S O p R >(A H t EE GMI E0 (QOM SyO�URCES ti1 F E A IO g� E N IS AC.URATE AND ReTAVE TD Tt1E BEST p� I� T I5 M OT CVARANTEEp TQ 8E 5Q DTNdhiG g 1M I } �' T� �1 4411.141 IRECQPIM N AING AN• PRACTICE QR ANY PMD uCT' k i T Y''i 'S _ IN T Q j AT tOM E t REGue.ATtCim• M T RiA1� Fa* s E CzFIC P R P I? AND T p pPf HE RESu STIVE ++< A Ea nA 1i yaw ANY MATFRIAu SC A ir * COROT IONS IONS l.14SI-I WTTN RE SP E t T � TO t T h E R U E O T E� AI UPPL 8Y 425 -228 -6946 T -183 P.04/05 ,F -419 + 1 ••raoa {4. kkal/uvr_ag3/ NOV -08 -01 02:09PM FROM-NORTHWEST HANDLING 1 Sfriction Guide --- Extruded Heavy Mill Industrial Guards Novirks continuous iugh imprictpraterhtian w buckritrgs, docks, and equipment in canes mod industrial opyrtcroforts. A. Apoitatmas: w.1 Iutling protecting audit ate • Commercial loading docks A. Parking garage wails / columns • Docks 8 fiannas I► Indusmal in•plant wall protection ♦ Back room ,guards I building service areas Use the folla'wing •q' wide the Prudafx m vine Guide on page 4 to determine the enema bumper. j'or your bstpact Veld* 1 egii pmen2 protection such u; • Taw trucks • Trailers & heavy duty construction coeWment ♦ Interior trailer wa118 A Material handling equipment A Features: Premium EPOM rubber compound provides performance features which include: • Outstanding Energy Absorption upon impact. • Outstanding "Rebound" characteristics — maintain shape and physical property chirracterisUOS over woe. • Ou!tanding Abrasion Assists ee for Nee cycle. • Outstanding Clean Ralletmce for exterior applications. 1tnadii rabbet bumpers Wier several edvantu es over standard sized dampers in laedttop dock application: • Bumpers can be custom -sized to precisely fn the vertical and nonzontal requirements at individual dock area& 4. Continuous Dumper provides complete nook protection, regardless of varying ventt;le sire. • Continuous bumper provides "seal' between truck and pack, maintaining temperature stability. S Technical M u • Yelettel: EPDM Rubber • Derers ter At {ASTM D -412) 70 +r a • Tetoella Strength PSt: (ASTM 0- 412)1,250 Min. • tetongdien: (ASTM D -412) 395 Mlh. • Tear Strew (ASTM D•624) 229 Lbs.In. Min • Weed Resistance: (ASTM 2632) 75% • Lew Temp NrillMnau: (ASTM f5 -746) -40 degrees F Min. • Morse: (ASTM 0-1171) 1142 Hrs. © 100 PPM: 102 degrees F: 20% swain -- no cracks • Deflection: (ASTM D-$75) 60,0OO Fc,t ba. — 3" with no ruptures • OMoreerraiottal Tolerances: Standard Gammerolel Tolerances apply. - /WOW e>anniens WIN typically be +/- 1/4" - Lergw extrushes rrl)) typically be +1- 1/2 ". a /Prom f lr IndavOrini 414010a /MwAtrtl pro fs. 425 -228 -6946 T -183 P.05/05 F -419 RAP A pe,Mrlc. Suggested Specifffications Furnish install all Pro-Tek Extruded Heavy Duly indus- trial Guards aS manutaCtured by Pawling Corporation, Wassaic, NY. 5tlde no's . Dimensions In- dustnal guards shall be extruaod resilient SPEW rubber bumpers: each style installed in compliance with appropri- ate belt type and recommended installation method. An- chor bolts are supplied separately For goectifc dab refer to Style Selection Guide. Nola: Commercial tolerances prevent perfect alignment when butting end -to -end. When ordering, specify it bump- ers are to be solui or predrilled. lenpstct lrairul Way 'kw elatirsoded lioaniy Duty --•- Industrial Cluards * Higt<est— Industrial macnrnery, bushings, construction equipment. mining cars, docks. A V.ry Hlsh vehicular traffic, loading ducks, forklifts and handtrucks. 44 High — lnduslnaUmanufacturing plants, warehouses. elevators and service comdors. AL Medium— Carts, corridors, offices, loonies, retail stores and fixtures. h'See Product Selection Omit' Next) z w re 2 J U U O : to 10 UJ J H W 0 } g J • Q • d = W z F.. I— O ZF- O D O I- W w H 0 111 O f- z c M •:• •: •• • =dm db Detach And Di.pi.• C :m(r.u: DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CQNST CONT GENERAL- - t :REGIST r 1 1-''' EXP. -DATE QCO ,IlQ 75JF / 01/2002 _ : , ,� 04/06/1973 NORTH NEST HANDLING SYS ' INC 1100 S11 7TH ST RENTON WA 98055 -2939 Much And Dbpb• ceiidc e REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 NORTHWH275JF 10/01/2002 EFFECTIVE DATE 04/06/1973 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST RENTON WA 98055 -2939 • :•• 7E? k2T•IE`T OF L.a3t.R a.\ :NOLiTR :ES Please Remove And Sign Identification Card Before Placing In Billfold • 1- Z.,_ 6 J U: U O' D • w J F... N . w o: 2 ga Q: � Z � I- o,• w ~: D 0: IH O N w w! H U: O. w z U N O Z 1 DRAWING NUMBER RECENEC CITYOFTUKWILA A` ''9 N SHEET DESCRIPTION RACK LAYOUT/ELEVATIOTIS PROJECT TI _ ... ... .... TLE AUSTIN HARDWARE ... , _ opt / 48" • .........: 1i00 SW 7TH STREET RENTON WA 98055 (425) 255 -0500 s r I 84 SCALE AS SHOWN / / 120 / 168" / f , 10�16�Oi /AtillAPTAIL. 1 li 192" / / 1 DRAWING NUMBER RECENEC CITYOFTUKWILA A` ''9 N SHEET DESCRIPTION RACK LAYOUT/ELEVATIOTIS PROJECT TI _ ... ... .... TLE AUSTIN HARDWARE ... , _ .: • .........: 1i00 SW 7TH STREET RENTON WA 98055 (425) 255 -0500 ,7 SPOKANE EUGENE YAKIMA m SCALE AS SHOWN REVISIONS �" �^ NOT PUBUSHED. ALL RIGHTS RESERVED. THESE DRAWINGS. SPECIE:, :IONS. ID✓S. DESIGNS. AND ARRANGE,ENTS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PAR" THEREOF SHALL BE REPRODUCED, COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD PUBLISHED 05 OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS. �` DATE lU(11 %�1 10�16�Oi DRAWN BY L. PALIS 0 0 m C '71. 0(1717 I. X 144' - 1711.)(17t7 - L L Xtit tiLLXtib tiL LX17t - L1Xtb