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Permit D01-208 - OLYMPIC HOT TUB - STORAGE RACK
OLYMPIC HOT TUB 12818 GATEWAY DRIVE City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 271600 -0050 12818 GATEWAY DR AOFF DEVPERM M1 000 North: 125 Contractor License No: EASYUSS083Q5 OCCUPANT OLYMPIC HOT TUB 12818 GATEWAY DR, TUKWILA WA 98188 OWNER KAISER GATEWAY ASSOC 12870 INTERURBAN AVE S, SEATTLE WA CONTACT MATT PREVOST 8731 S 212, KENT WA 98031 CONTRACTOR EASY UP STORAGE SYSTEMS Phone: 206 395 -2033 8731 S 212TH STREET, KENT, WA 98031 *********'********* k*** k****• k******kk k• k********** kk* k• kkk ************** ******kkk Permit Description: INSTALL RACK STORAGE. ****• k*• kk lr** k*** k*• k• k***• k• k**** k• k* kk** k• k* k** k**• kk kk•k *•Ak•kk** *kk•kk*&kkk •k•kk*& kk* *•k•kk *k* Construction Valuation: $ .00 PUBLIC.;WORKS *(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 Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End 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* ** ***** ** * ****k** * *** ** A *•k * *•k *•k•kk•k•A•kk k**** *k•k TOTAL DEVELOPMENT PERMIT FEES: $ 262.21 * ****************************•kk * *•k * * * * *•A *•k * * * **•kk ** k k* k k•k*•k** k * * **** * ***•** *k Permit Center Authorized Signature: QJ o�\ DEVELOPMENT PERMIT .0 South: .0 Sewer: TUKWILA Slopes: N Occupancy: UBC: Fire Protection: East: .0 West: 98168 z This permit shall become null and void if the 180 days from the date of issuance, or if the for a period of 180 days from the last inspection. Permit No: Status: Issued: Expires: Streams: •Phone: Phone: Date: End Time: Fill: (206) 431 -3670 D01 -208 ISSUED 09/14/2001 03/13/2002 WAREHOUSE 1997 SPRINKLERS .0 253 - 395 -2033 Date: I 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 work is not commenced within work is suspended or abandoned z ~ w '. re 2 6 00 U) 0. wi w 0 u. Q co z I w z1.- H0 Z I- w U0 :0 - o w 2 U F- �' O z 0 CITY OF TUKWILA Address: 12818 GATEWAY DR Suite: Tenant: ;., Type DEVPERM rce;l #: 271600 -00.50 * • * *'k•k *** * * * * * * * * * ** k * ** * ** k ** *•k * *** * ** *•k * * * * *•k * * * * ** k * * * *** *•k * * * * *** ermit Conditions: ';No changes will be made to the plans unless approved by the Engineer and the Tukwila BuiBuilding Division. . All construction to-,be .don in- conformance with approved ;plans and. , equirernents Of the Uniform'Building Code (1997 Edition) as amended, Uniform Mechanical. Code (1997 Edition) rand Washington % State Energy Code (.1997 Edition) : V a l i d i t y ;of Perm i t The issuance of a permit. or approval of } plans, spedificatiforis, and .computations shall :not beacon- strued .. to be a permit ,for, . or an approval of, . any violation } of , any o { f the provisions of the b u i l d i n g code or of any other o rdinance of : the jur;isdi`ction. No permit presuming to grv, ` a uthority to violate or cancel the provisions of this ode .shall be valid:: Wpermits, ' :inspect'ion records, and approved plans shal l ai lable `at ''the job site prior to the start of any con - tr,.;uction. :These ,.documerits, are to be maintained and' avai b1e' until final inspe n approval is °granted, **FIRE DEPARTMENT CONDITIONS * ** ie attached set of- planshave been reviewed by The Fire.. or,,evention. Bureau and, are acceptable with the follow.in.g.': concerns Storage may .,not ` be :•closer than 36 inches i n all d i recti ons 'c .ce i t i ng -hung "Space or Unit" . heaters. (UFC 1109.2) Storage >'`may not be closer than 18 'inches below sprinkler heads. (NFPA 13, 4-2.5) Permit No: DO1 -208 Status: ISSUED Applied: 07/13/2.001 Issued: 09/14/2001 In double rowracFs,with heights of storage; up to and 'Ind-Hiding 25', an average nominal 6 ". transverse flue space betweerl loads or at rack: uprights shall be maintained 4 (NFPAA3) • Mainta),r minimum 6" longitudinal flue space between back to . back racks. (NFPA 13) • :Where sto4ge height exceeds 15 feet and ceiling Sprinklers idly are installed, fire protection by one of the following methods is required for steel, b u i l d i n g columns located within racks: .: (a) . one-hour fire proofing., (b) sidewall sprinklers at the 15 foot .elevation of the column, (c) ceiling sprinkler density minimums as'determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 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) . "Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by. Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. t�; :ls :'is ^;•;�4 %rt�,i *,�;« .,.�la?rr...� :.G. iisx; An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to :installation.) (City Ordinance #1901) ;Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details pertaining to, `design and installation standards. 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. High -pi led 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 spec:ial , hazard commodities such as rubber tires, ; } 1 as.t i c's, : s'ome'.;,flammable 1 i qu i ds , 'idle pallets, etc ,'i.the critical pile he :" play be as low as 6 feet. (:UFI' `;article .2 ':sec `209 -H). Contact the T',ukwila Fire Preaven.tion Bureau to witness requ i red inspections and tests'. (UFC 10.;503) <C.fxy Ordinance41900 and "' #1901) 7h i s rev. ew l'i rn i'ted to-speculative tenant s 'a.ce on 1 special ':�F i re, permits `=may be necessary depend inq on detailed descr,:i<ption of intended: use. Any, overbooked hazardous 'condition and/or violation of the adcp;ted gF:ire or But l,ding Cedes ,does not imply approval otf uctr coneiition' or violation F' 'I 1,ans`?were rev: ewed , by Inspe c tor 510. If you have an uestions;' please call' "th.- Tukwila Fire Prevention Bureau l'(206)575. hereby c;er,t. fy that I,..have read thes.e'.condi•tions and .wi :,l,l comply th t^1 e�ir as i'ned ' A pri�.v.i s i ons if';".1 aw and ordinances governing i s.'wo'rk cw`iil be compli w;ith', whether`spec;ifi herein or :not jes of this p :... '. : r ... _ • "t.. '" !" he granting�emit does not 'pr•e.sume to give authority t elate or '1 ca'nce1`'..the provisions of any. wore, or local -' l aws egul:ati;rig con's'truction or the performance "work . • z mow 6 � JU 0 0 w = co 11- wO g Q : = w z F . Z O 11J uj Cl w ui 1- U? u' O' LLi U O ~ z Project Natnc /Tenant: Olympic Hot Tub Value of Construction: $3530.80 Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Site Address (include suite number) City State /Zip: 12818 Gateway Drive, Tukwila, WA 98168 Tax Parcel Number:_ v im- GO oo — 0 0 Property Owner: R J Halliswav /Cindy Duncan Phone: (206) 241 - 1103 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 Street Address: City State /Zip: 12720 Gateway nrive, Suite 207, Tukwila, WA 98168 Fax it: (206) 241 - 2191 Contractor: Easy Up Storage Systems c. `'L1 s - S. eff 'c.1''' Phone: (2 3) 395 - 9033 Street Address: City State /Zip: 8731 South 212th, Kent. WA 98031 Fax it: (253) 395 - 0108 Architect: Phone: Street Address: City State /Zip: Fax it: • Engineer: Bonnett Engineering Phone: (509) 534 -3929 Street Address: 803 E : 3rd Ave, Spokane, WA 99202 City State /Zi Fax #: (509) 534 -4014 Contact Person Ma tt Prevost/Easy Up Storage Systems Phone: (253) 395 - 2033 Street Address: 8731 South 212th, Kent, WA 98031 City State /Zip: Fax #: (253) 395 Description of work to be done (please be specific): �,2� S� Gt/ - Z l ° 4 - `j �PalTet Rack Installation . eeii -( 6 4 t [ r ? L Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑ Hospital El Church ❑ Manufacturing ❑ Motel /Hotel El Office ❑ School /College /University ❑ Other ...,.. Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: 9 c:::, a ' existing No. of Stories: 1 Area of construction (sq ft): Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? © yes ❑ no Existing fire protection features: CO sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) 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 Project vomiter: Permit Numb Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TI./KWILA Permit Center 6300 Southcenter Blvd,, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not he 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 CI Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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. I Date application accepted: 7 -I3 -ol Date application expires: Application taken by: (initials) .7-rb PLEASE SIGN BACK OF APPLICATION FORM 11/111/110 cgrcrudl.dac BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: ii ti l , ....•s \ ...Ph*: 3 -fax N r ,. Address City /State /Zip APPLICATIONS ► St It SUBMITTtb WITH THt to . WING: ALL DRAWINGS TO BE MPED BY WASHINGTON SLATE LICENSED ARCHITECT, STRUCTURAL E t t �II NEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUIIMIt1ED ❑ ❑ Complete Legal Description Cl ❑ ■letro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form I - I - 13). Business Declaration required (Form 1-I -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) I. North arrow and scale 2. Property lines, dimensions, sethacks, 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 (MAC 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 1 -1 -9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w 0 ❑ in 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. u- D U d ❑ ❑ Vicinity Map showing location of site H w in Z = 171 H Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack i-- O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w H rack. Structural calculations are required for rack storage eight feet and over. j Q 71 171 Indicate proposed construction of tenant space or addition and walls being demolished U N O — ❑ ❑ Construction details = W I— U U. T- O .Z w CO U - - _ O~ ❑ ❑ 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). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296-4787. (Form H - 5) ❑ ❑ 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 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 l AA1 AUTHORIZED TO APPLY FOR THIS PERMIT. II /30:110 rlperulir ir.Yult.... — ..�� ^•.;. k•� x= .':.l' s!sL.FF'i ",,,.�+�u .1 . ..... .+ Z Des'rri..p BUIt.: _: NO RE STATE BUTLD S. Nl S)JRCHr RI,E * *•/r 4:4 .A4 * :k' :*** **.tk �•:404h *,A.k.kk *.* iU KWILA` , .gy TRAPkSMIT: 74 * *dt**. * * *,k*kk44.** :ks **1444 . kA.A ****** * **4.* *.X.kk *kkstk *k A'NSMIT N umber 8:0101216 , Amou.ntn 101..75 0 .9/14/01 15:55" yme; it "tfiethodr CHECK:` Notal: ion: OLYMPIC HOT TUB . Ir it '41(" Nermii; ; �to� D01 SUS Fypea •DEVPERM ".'DEVELOPMENT - PERMIT r ce1 :No N ` 716007 tddrea:so 12818' GATEWAY DR rot�'I i; e�t 2G2�1 T. i P . ym a,eni 101"u i.75 . -Total --ALL Pmts 267 7 e i ' ' /� l �q �ii� r�J1C Y N. 5! .. d *F $* * 4,. �4•! c .*.4* ' ? r** 1, ti*• k**** t 4* st4*, firdo4•`> H*4•*.* d* sti:., st*_ * * * sk. * *.4•k *k4.-,%s4.% * * s t *l ' Amount :97 C.50: a4 A;**,*` ** *.` n•Atit*ytAit. * 4h:* **k tk.t.*A *k**n * *kck. *ti•4 .r *k *1s * * �(U Tl7ilt6 * . *a .*** * *al',h'i4rikk.1, * ** _ *h *fit**.%* *A *•k; *lkkk ** * *k * *fir . *1•ket: * * * T F1N 9MIT - . NLImbet� R0101217 (niciurii 97ti25 09/14/ 0 1 Ptvme .Method C }iI:.CK No,a : 'OL`Itt I' IC H t T TUB Tr�itaSI Pe } Nor,' l?6 T pa: DE, VAER'M DEYLLOPMI1F( PEU34TT Faroe S i te_t:�ldtire s: 12818 DATEWAV DR Total FE es: 262.21 Total ALL Pmts: 26.2.21 Balancer. .00 i **4*.k**t* * * *Aak* * ** • *4* *it 4* *i * * ** *-4 *_ * *4: * **. **4 * *A' *** * * *+4 •t * * ** CC.hu ad et DekCription Amount 0 0 3 100 GUILDTNG .... " .__..__:.._ ._..,: `37.::5_ :Z ~ re 6 O 0 z 0; In W W =; • u.; W O J.' LJ.. Q; CO 2' 1- O Z W W! U `21 11J III: H V� LLi U N; Z . *. At* ***tr** A'ATt. VS* ***.A• k** A*A �:h; *.tAt*kk * , *At *A *A **' *A *AskA1 ;TU lTL( . . '! A T1 A3'1SMIT" * *A•kAl s1 * * *- t** **_ **kk:A*hw * * *•�i�• 1• ItAkAk h** :t *khYicAAth*sl* *A *` *k* * * **E* A NSMIT i.tMbr : R0100877. ;Amount « 63 „21 07/1 01 .1 Pavtne n Method : CH ECK NO OVMPIC;::HOT TUB Ir,•it: JI it .. ..... ... .. w. w. r. w. w P si lit No: D01 203 T vpee DEVPERM DEVEi.OPMIN1 PERNIT. ,f >` 1 2N )O- 0 ,ud aiieas: J. 2 -6 1' 1 4, : , DR Total F es 16 6 Total ' ALL Pintrs r, 63.21 R a•1 ance: 401 . 7., **•4 t* At****** At* A* ft At****•**** •A * *A* *A *st* **A ** ** * * * * ** D�sr. 7 p L i.an Amount, 1' PLAN CHECK - NONPE6 63.21' , Z; W U O . W W,. W O u. CO LU J.` F..: F— 0 Z al IA: Q . U ;O Ni :0 H w ui . I— U. 11,,,, O. U z P j t: . /c. 0 7)/C- - NO f (b T o f Inspe I , . 1 Ai ddre 1Y ' ( 7a ,c� to c�l� . I � r l I Special instructions: Date van d: / \ . m . Reque r: Phoq ' 9 s ■; c,,� ,: !rrx`*`Yr!!� r ""�+ ;�iiji =s� r ^' --'., cam^ .... ^rr•� - •r c'^.� -+.-s . . zJ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 al-a0e) PERMIT NO. (206)431 -3670 Approved per applicable codes. COMMENTS: __'"72'i2S /2041 c?c*''e f- O / Jkl A 4 Inspecto : 11 r z, / 1 1"7 Cl t./Gtr O 6 0 / $17.00 REINSPECT! ,; at 6300 Southcenter Receipt No: Corrections required prior to approval. N FEE REQUIRED Prior to inspection, fee must be paid lvd., Suite 100.. Call to schedule reinspection. Date: <a � .�', .,y., �� , =r :..�'�.� ,:}�^r „ C�i�•�;'r�s , ,y.rt,•s �:��'� ;b,R�. ?o' a � f:{'i`�«it:::.'A:+. `- a.4i,c:i.f,_..d.1J:. . ... �t i:a....+. t itn Fl; - "�4..icr.FF:«"� "�” { .'� <.:.'., s. •b1w., it' ;,m ..:,.. ..:.i �rE':3':sr+`•t�';:d CilS::.4' '+, -.�.�.. : ; ;..` v.::,?. tr..-:.. �r�' t„': ,,:.,:.�cia.�i..H.iu >;�,.,!,;Sv i;;..:rr•!�... COMMENTS: ._- --!� n cdto i n / () t'. -4'.. ` r II 1 _I l . `.. ate c. led: .. t Special instructions: i Da ted: I r �� R 5 e: V . r -;Nl ,A G/ , 3)9' 4 ,,,►, k, . ... / 1 .[_ r .� . f , •/ i I mo. / .i`- , t .�l aq. x1t . "� j ' "' -Tr a f ..6 z 1 C. "� T pe of Inspection: e nl� ' 517 4 ) t'. -4'.. ` r II 1 _I l . `.. ate c. led: .. t Special instructions: i Da ted: I r �� R 5 e: V IN SPECTION NO. • I :OF TUKWILA BUILDING= DIVISI " °` 6300 Southcenter Blvd, #.1 WA':9818 Approved per applicable codes. El Corrections required prior to approval. 2 . 'Iri'sj ?ecto eceipt No: INSPECTION RE( Retain a copy.. wit 7.00 REINSPECTION 'EE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to/schedule reinspection. 1 f Date:9 / 0/ Date: lCC eyt•.�A:,�' ..-f PERMIT NO. (206)431 -3670 W . O 0 W 0 W = W 0 . 2 g J` CO LL a = W ' F =. Z � I 0 Z I— 2 j ` U O — O I— T W, U W 0 H z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 'ii.,,Qpi, ,:f 4,4' d iY...,;ci- 0: •, -';i.:ii ii•$ f •-••44.-41-evOZZ 44' 4$,iv,04.4711 ' ', , „;z:; r . • City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project: Name '441 ft/ c -77) Address /2 TVICWILA FIRE DEPARTMENT FINAL. APPROVAL FORM )1( Retain current inspection schedule Needs shift inspection FINALAPP.FRM Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: LT • LPL( 4 Authorized Sigiature Permits: - 1 Permit No. 3 - 5 T.F.D. Form F.P. 85 John W. Rants, Mayor Suite # c i/ 1 ?„„Vo/ Dat Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575 • • • .■ ' • • • ;.• ;.; . . • • , • M Ir 4 4 A r Co urt. fD Th w, si F o L eCk--S 0 c) Avtle--- j4 iq-cA& e cD 4 F 10 -+- gut -c•r, o f- pv4-AA,e-t e==e-- cry Co F ' ct s ufai5A+ °I(on e �.. �� "�" . :..3 7 F.�, ,� CE MAD"' TO J ,� (• } fir •��. �iJ �a ]�� 4�. i �,� - . �K ` WITHOUT PRIOR . . ,, BUILDING W,_L REO'IIRE A NEW PLAN SUBMITTAL :it:: r L Il L... A ..j L'.;Y INCLUDE ADD1Ti3 ;1a►,j, PLAIN REVIEW EW FLES, By Date Permit No. FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - t_rbr's copy of approved plans acknowledged. °1....1=� 014 GTY I APPROVE SEP 14 2001 AS DOTED It C DO D RECEIVED CITY OF TUKWILA SET Q ?OM PERMIT CENTER U CORRECTION LTR # l 'ea 1 •.•1.:.f. l..J:b ,04 e Q • 1..I — W ` CC J O. o o CO • co • i w 0. c w I z �. I ° U � O — w • U LL o z lii • C ? z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE. QUALITY OF THE DOCUMENT. L ht D -14 Ga. Size /2' 1 -1/2" Length t. No. 10' 157H 12' 8 8H Penco Slotted Angle is a product that has limitless uses in industry, maintenance operations, construction, and even around the home. Finished in 028 Gray baked enamel. Available in 10' or 12' lengths. Sold in bundles of 10 pieces. Each bundle includes 75 - 5/16" x 3/4" bolts and nuts. edium -14 Ga. 1-1/2" x 2-1/4" Cat. No. 80131H 80141H ea 4 1 Duty ° Ga. /2" 0. 1H H CITY oF Minim A APPROier SEP 14 2001 As NOrEo s➢.o ^a. ^.:.4,5 Sep 06. 01 10:26a LYMPICga r Oldest spa & hot tub company m the Northwest - Since 1977 Bringing relaxation horne,TM September 4, 2001 Deputy Phil Lyons Deputy Fire Marshal City.of Tukwila Fite Prevention Office 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE; Information Requested Dear Deputy Lyons: • CORRECTION LTR# nimbi *snap&ekir 1aNsr iR ra3p4.nst /men, Cvm,,I r/11 ' J 111C111U1111I1 dated August 11, 2001. p. 1425 Dexter Avenue North Seattle, WA 98109.3534 (206) 286-0700 FAX (206) 282 -0754 www.olympichottub.com A. Uniform Fire Code 1997 Edition, Article 80 and 81. 1. We intend to store our chemical products below the Exempt quantities listed in Article 80, Z � section 8001.14 (Retail and Wholesale Storage and Display). M a Group M occupancy 2 D, these exempt amounts are allowed for our business. Outlined below is how these U p materials were calculated. in ER ..ExRxA :ET: � T pt For Class 2 Oxidizers (Brominating Tablets) {)1D, w w ER =250 x 0.006 x 1,500 t? ER 2,250 4 2001 0 For Class 3 Oxidizers (Chlorinating Granules) Z ' ER= 10 x 0,075 x 1,500 h�l' 0 ER.1,125 lbs. Mitt 1y 1G D 1...,4 O_t— For Corrosive hazards (Brominating Tablets, Chlorinating Gtatlules and p14 Down) z ER 5,000 x 0.0013 x 1,500 ER 2, 1 have attached A short Hazardous Materials inventory Statettiant (HMS) that shows the limit bt dila storage. 3. We Will tittfit taut• 14igh Piled Storage below the limits e*ptisied in Attiole 2, Section 209. The ()too A ilktic Spa covers will be stored bolo* ilk feet eltti Ail dthet atdrege in the watehou a will be below tz feet. 13. Utilforttt Fite Code 100 dition, Appendix IIE. Ste the Attached lh:zerdous Materials Invehtory Statenitht. C. NIA ti tditiott. Shift tto modification is made to the Group M structure for the Mottle 6f hatitddus matetials Above the ezertipt attltiurft * high piled storage ebbite tilt t1ti itfiid 1ittit we plan to ttiake lid additional sprinkler thatliflcetidhs. b. Ntd L. tbde 410, Stage of R1diteta• the oxidizer storage ill be below the &tettmpt Amounts. Specifically we will store the C1rlss 2 & 3 Oxidizer in a well- trtarked area no greater than 1 -titt high. We Will lteeP all CIT RECEIVED UKWILA S P0 62001 PERMIT CENTER boi zoi' -Z w: . 0 C • W J H, U.1 • I d; w • _ Z �'. S 06 01 10:27a Page 2 September 4, 2001 RE: information Requested incompatible materials away from this storage area and maintain 44" access aisles to the material. 1 have instructed Easy -Up Construction to show the required flue spaces on their drawings as required. Hopefully, these corrections meet with your approval end we can complete/final our racking permit with Easy Up Construction. Should you have any questions, please feel free to contact our fire code consultant Chad Morse at (253) 887 -1550. Sincerely yours, Cirf Of TAW APPROVED SEP 14 2001 P OTB) p. Hazard Class Common Name Chemical Name CAS No. ` Physical State Max. Qty. On -Rand Units Days on Site OX3, WRI, URI, COR Aqua Mate Chlorinating Granules Sodium dichloroisocyanurate, anhydrous 2893 - 78 - 9 S 600 P 365 1RR Aqua Mate Hardness 1 Plus Calcium Chloride 10043 -52- 4 S 2,000 P 365 Non - Haz Aqua Mate Alkalinity Plus Sodium Bicarbonate 144 -55 -8 S 2,000 P 365 COR Aqua Mate pH Down Sodium Bisulfate 7681 -38 -1 S 450 P 365 OX2, COR Guardex Brominating Tablets 1- brotno- 3- chloro -5,5- dimethylhydantoin 16079 -88- 2 S 600 P 365 C- cu O =IRR= Irritant, Non - Haz =Non- Hazardous. HAZARDOUS MATERIALS INVENTORY STATEMENT Olympic Hot Tub Company August 29, 2001 COR= Corrosive, OX3= Oxidizer Class 3, OX2= Oxidizer Class 2, WR1 =Water Reactive Class 1, UR1= Unstable (reactive} Class 1, :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT_IS DUE TO THE QUALITY OF THE DOCUMENT. File: mm Drawing# July 10, 2001 Matt Prevost Easy -Up Storage Systems 8731 S 212th Kent, WA 98031 RE: Seismic Anchoring for Storage Racking for: Olympic Hot Tub 12818 Gateway Drive Tukwila, WA 98168 (JRBE Job # 01- 161.20) Dear Mr. Prevost: J.R. rONNETT ENGINEERING CIVIL & STRUCTURAL ENGINEERING /CONSULTING 803 E. 3"D AVENUE SPOKANE, WA. 99202 VOICE: (509) 534 -3929 FAX: (509) 534 -4014 Review of the information relating to the storage shelving at the above location revealed three basic geometries ( 8' & 8' -10" wide bays) and two loading conditions, which have been identified as type "A " & type `B ". These loading conditions are illustrated within the attached seismic analysis. Based on the information you provided, calculations have been performed for the shelving types and loading conditions with respect to overturning due to lateral seismic forces. It has been determined that the shelving will require baseplate and anchoring per sheet 10 of the attached seismic analysis. This method of anchoring will accept a resistive force deemed adequate per the 1997 Uniform Building Code requirements for seismic loading with respect to overturning. Please contact us if you have any questions. Sincerely, J.R. Bonnett Engineering Chad Riggs P.E. MAG a'1RE8 10-3 v SEP A 2001 0 5 WO 1 0 I1EOEIVED or/ OF TuKWIlA NI_ 13 2001 C1l'ITEV% S4biL� :r�'�,tisib -i.�r� :;`. �$a�t::C:!i4 i'i'i i y;y i. .�.r�..; r? limo•■■••••••*.oloolu o••••••••••••••••• Vow olsomon woo. •••••.*• Oomo••••••••■••••••••••••••■••••■•••••■•••••• to Ito I 'I a J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534-3929 FAX: (509) 534-4014 1 JOB O/ — /t,/, 2 SHEET NO CALCULATED BY /77A 6 OF DATE 7/0 CHECKED BY DATE SCALE •; ! 4 JOB NAME Olympic Hot Tub SCOPE OF WORK Determine the anchorage and baseplate requirements of the storage racking subject to Seismic Zone III loadings per the 1997 Uniform Building Code. All racking components have been designed by others and is beyond the scope of this analysis. DESIGN PARAMETERS . . . CONCRETE SLAB THICKNESS - CONCRETE fc - ALLOWABLE SOIL BEARING PRESS. - STEEL PLATES (A36) Fy - RAWL-STUD EXPANSION ANCHORS OR EQUAL Seismic Analysis: 97 UBC 1630.2 Seismic Zone 3 V = (2.5*Ca / R)*I*W Z = 0.30 I = 1.0 C = 0.36 R = 4.4 (2.5*Ca / R)*I= 0.20 F = 1.40 (Working Stress Reduction Factor) p = 1.0 (Redundancy/Reliability Factor) = (2.5*C r/F, = v= 0.15 (Adjusted Seismic Coef.) SEESHETS7 - FOR MORE LOADING INFO. 0.15 W Pi = V * (Wi*Hi)/SUM(Wx*Hx) 5.5 inches 3000.0 psi 2000.0 psf 36.0 ksi D PRODUCT 207 wei ft 2 .1 4 .t 0 . a J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534 -3929 FAX: (509) 534 -4014 t, t :1 1 • It • JOB 6/—/61. 7-42 SHEET NO. 2- OF -7 / CALCULATED BY Rfi ' DATE ` /O( CHECKED BY DATE [[[ SCALE +0' -8 1/4" A.F.F RACK hILHIVATIOS 1/2 "= 1' -0 2000# 2000# (RACK TYPE A) D PRODUCT 207 3 4 J. R. BONNETT ENGINEERING JOB 01-16/ • 00 803 East 3rd Avenue 3 SPOKANE, WA 99202 SHEET NO. OF TEL: (509) 534-3929 CALCULATED BY DATE 7/0/ FAX: (509) 534-4014 INPUT DATA RACK TYPE PALLET "A" DEPTH OF RACK = # OF SHELF LEVELS LEVEL # 1 2 WEIGHT, Wi 2.00 kips 2.00 kips CASE I - ALL LEVELS LOADED 3.67 FEET 2.0 HEIGHT, Hi Wi Hi W x H Pi (kips) (feet) (kip-ft) (kips) (kip-ft) 1. 2.00 0.69 1.38 0.060 0.04 2 2.00 6.00 12.00 0.524 3.15 Mot = 1.15*SUM (M) = Mres. = SUM(W)*D/2 DOWNLOAD = (Mot + Mres.)/D = UPLIFT= (Mot-Mres.)/D 4.00 13.38 0.58 3.19 CHECKED BY DATE SCALE • 3.67 kip-ft 7.34 kip-ft 3.00 kip -1.00 kip 0.69 feet 6.00 feet D PRODUCT 207 •„. • .: • •• • 4" c • ra*.• eefer6V1 . J. R. BONNET T ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534-3929 FAX: (509) 534-4014 t • 1 5 1 1 1 I . I C • : :I t 7 / 0/- /1".0o OF CALCULATED BY DATE / CHECKED BY DATE SCALE JOB SHEET NO. CASE II - ALL LEVELS LOADED EXCEPT BOTTOM # Wi Hi W x H Pi M • (kips) (feet) (kip (kips) (kip-ft) 1 2.00 0.69 1.38 0.292 0.20 2 6.00 2.00 • Mot = 1.15*SUM (M)= Mres. = SUM(W)*D/2 • DOWNLOAD = (Mot + Mres.)/D = UPLIFT = (Mot-Mres.)/D . 1.38 0.20 0.23 kip-ft 3.67 kip-ft 1.06 kip -0.94 kip D PRODUCT 207 Y Lmax YPl Lmax / / ,, Fix A, J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534 -3929 FAX: (509) 534 -4014 JOB Ol— �/°�' SHEET NO ✓ CALCULATED BY h14 6 OF DATE 7/ .CHECKED BY DATE SCALE BASEPLATE CASE IV RACK TYPE: PALLET "A" MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS X= Y = SLAB ANALYSIS BASEPLATE ANALYSIS TRY pLw /t S= Fb= MpL = MpL =1/2'' V1 ^2 ApL =x *y le max = a prov. = b prov. = 3.00 kips -1.00 kips 1.63 inches 3.00 inches PLATE DIMENSIONS x = 5.00 inches y = 8.00 inches SLAB THICKNESS = 5.5 inches F'c = 3000 psi SOIL BRG = 2000 psf Fy = 36 ksi Ft = 3.5•SQRT(F'c) 191.70 psi S = 60.50 in ^3 Ma = 966.50 #' SOIL BRG = 2666.67 psf M = 1 /2(SOIL)L ^2 Lmax = 10.22 inches SOIL Areq'd = 1.12 feet ^2 X slab = 25.43 inches Y slab = 28.43 inches SOIL A prov = 5.02 feet ^2 SLAB OK 0.375 inches 0.023 in ^3 36.0 ksi 0.844 kip" 6.858 inches 1.688 inches 2.500 inches a eff. = 1.688 inches b eff. = 2.500 inches 1 eff = 2.500 inches ApL eff. = 40.000 inches ^2 fp =P /A= 0.075 ksi MpL = 0.234 kip" t req'd = 0.198 inches BASEPLATE OK n x CASE I V SLAB ANALYSIS BASEPLATE ANALYSIS C PRODUCT 207 ea IV ri J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534 -3929 FAX: (509) 534 -4014 JOB SHEET NO. OF /�� CALCULATED BY / I6 DATE 7/0 CHECKED BY DATE SCALE D/ -/6 /. G D PRODUCT 207 • • ea %ft tr. 4.1 et 4.1 1 1 .1 5 11 4 J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534-3929 FAX: (509) 534-4014 JOB SHEET NO - 7 OF CALCULATED BY )A DATE 7/D/ CHECKED BY DATE SCALE INPUT DATA RACK TYPE DEPTH OF RACK = # OF SHELF LEVELS LEVEL # 1 2 CASE I - ALL LEVELS LOADED #: Wi Hi W x H Pi M (kips) . (feet) (kip-ft) (kips) (kip 1 3.00 5.50 16.50 0.301 1.66 2 . 3.00 10.50 31.50 0.575 6.04 6.00 Mot = 1.15*SUM (M) = Mres. = SUM(W)*D/2 DOWNLOAD = (Mot + Mres.)/D = UPLIFT = (Mot-Mres.)/D PALLET "B'! WEIGHT, Wi 3.00 kips 3.00 kips 3.67 FEET 2.0 48.00 0.88 7.70 8.85 kip-ft 11.01 kip-ft 5.41 kip -0.59 kip HEIGHT, Hi 5.50 feet 10.50 feet D PRODUCT 207 r; ••• .‘; ••• • ' 1 2 :1 4 it t J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534-3929 FAX: (509) 534-4014 JOB SHEET NO. OF CALCULATED BY MA6 DATE 7 CHECKED BY DATE SCALE • •■ I •1 •. CASE II 1 2 DOWNLOAD = (Mot + Mres.)/D = UPLIFT = (Mot-Mres.)/D - ALL LEVELS LOADED EXCEPT BOTTOM Wi . Hi : W x H l'i M (kips) (feet) (kip-ft) (kips) (kip-ft) 3.00 5.50 . 16.50 0.438 2.41 10.50 3.00 • Mot = 1.15*SUM (M) = Mres. = SUM(W)*D/2 . 16.50 2.41 2.77 kip-ft 5.51 kip-ft 2.26 kip -0.74 kip PRODUCT 207 al co . , • 0 z v s- / / Lmox Ypt / / Lmox / . ■ xoun 1 ■ c _____ J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534 -3929 FAX: (509) 534 -4014 JOB D / /(o /. �fl SHEET NO. I OF / CALCULATED BY /1//16 DATE Va CHECKED BY DATE ((( SCALE BASEPLATE CASE IV RACK TYPE: PALLET "B" MAX DOWNLOAD = 5.41 kips MAX UPLIFT = -0.74 kips COLUMN DIMENSIONS X= Y = PLATE DIMENSIONS SLAB THICKNESS = F'c = SOIL BRG = Fy = SLAB ANALYSIS Ft = 3.5 *SQRT(F'c) 191.70 psi S = 60.50 in ^3 Ma = 966.50 #' SOIL BRG = 2666.67 psf M = 1 /2(SOIL)L ^2 Lmax = 10.22 inches SOIL Areq'd = 2.03 feet ^2 X slab = 25.43 inches Y slab = 28.43 inches SOIL A prov = 5.02 feet ^2 SLAB OK BASEPLATE ANALYSIS TRY pLw /t= S = Fb= MpL = MpL = 1/2*fp*1^2 ApL =x *y in max = a prov. = b prov. = a eff. = b eff. = l eff= ApL eff. = fp = P/A = MpL = t req'd = x y= 1.63 inches 3.00 inches 5.00 inches 8.00 inches 5.5 inches 3000 psi 2000 psf 36 ksi 0.375 inches 0.023 in ^3 36.0 ksi 0.844 kip" 4.225 inches 1.688 inches 2.500 inches 1.688 inches 2.500 inches 2.500 inches 40.000 inches ^2 0.135 ksi 0.423 kip" 0.265 inches BASEPLATE OK CASE IV SLAB ANALYSIS BASEPLATE ANALYSIS C PRODUCT 207 �t. yt , S , W.11,1': d'DtiSAL::* !D •*••■•••••••••••••••••••••• e l .r •• ••• 1, 4 4 4 1 .! J. R. BONNETT ENGINEERING 803 East 3rd Avenue SPOKANE, WA 99202 TEL: (509) 534-3929 FAX: (509) 534-4014 01-)61•00 10 CALCULATED BY 111/16 JOB SHEET NO OF DATE CHECKED BY DATE SCALE yo/ 1" TYP 1/2"=1" 2 1/2" 11 3" / 2 1/2" RAS DETAIL 1 /8" STEEL POST BY OTHERS. PL 3/8" W/ (2) 1 /2"0 RAWL STUD EXP. ANCH. W/ 3" EMBED. (SPECIAL INSP. NOT REQ'D.) (RACK TYPES A & B) MIN. 0 PRODUCT 207 • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE PPCUMEN J ANCHOR DIAMETER (inches) EMBEDMENT DEPTH (Inches) INSTALLATION TORQUE (Ft. Lbs.) r 2000 psi I' = 4000 psI r 6000 psi Tension Shear Tension Shear Tension 850 With Sp. Insp. Without Sp. Insp.' With Sp. Insp.' Without Sp. Insp' With Sp. Map.' Without Sp. Insp. Shear 1 /4 1 8 420 210 365 570 285 520 570 285 520 1/ 11/2 8 530 265 415 645 325 520 640 320 520 1 /4 2 8 680 340 480 720 360 520 765 380 520 3 /8 1 28 890 445 960 1030 515 1295 1040 520 1450 3 /8 2 28 975 490 1065 1075 540 1355 1100 530 1480 3 /8 3 28 1200 600 1350 1200 600 1510 1335 665 1560 1 /2 2 60 1630 815 1600 1655 830 1735 1655 830 1745 1 /2 3 60 1785 890 1655 2015 1005 1800 2015 1005 1825 1 /2 4 60 1985 995 1725 2485 1245 1885 2485 1245 1930 5 /8 2 90 1910 955 2215 2090 1045 2215 2100 1050 2525 3 4 4 90 2345 1170 2305 2535 1270 2420 2890 1445 2595 3 /8 5 90 2755 1375 2375 2890 1445 2585 3525 1765 2566 3 /4 3 175 2685 1345 3665 2685 1345 3665 3880 1940 3815 3 /4 5 175 3715 1855 3945 3925 1960 4280 4845 2425 4510 3 /4 6 175 4345 2175 4115 4685 2345 4655 5400 2720 4940 3 250 3085 1540 — 3955 1980 — 4820 2410 — 7 /8 4'/2 250 3575 1790 — 4405 2205 — 5250 2625 — 7 /8 5 250 4560 2280 — 5305 2655 — 6110 3055 — 1 4 300 3470 1735 — 5000 2500 — 6845 3420 — 1 5 300 4565 2285 — 5680 2840 — 7475 3755 — 1 6 300 5845 2920 — 6365 3180 — 7800 3900 — 1 5 450 5060 2530 — 6830 3415 — 8750 4375 — 1 t / 7 450 5060 2530 — 7000 3500 — 9050 4525 — ANCHOR DIAMETER (Niches) HOLE SIZE (Inches) EMBEDMENT DEPTH (Inches) r' e =4000psi Tension Shear With Special inspection' Without Special Inspection' 1/ 3/ 11/ 850 425 455 3 /8 1 /2 13/4 1600 800 1055 1 /2 3 /8 2 2250 1125 1660 5/ 7/8 3 2615 1310 3100 3 / 4 I 3 3480 1740 4400 Page 4 of 10 TABLE NO. II —RAWL -STUD ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (Pounds) IThe tabulated shear and tensile values are for anchors installed in stone - aggregate concrete having the designated ultimate compressive strength at the time of installation. 2 The tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six - diameter spacing and three- diameter edge distance, provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings and edge margins. 3 These tension values are applicable only when the anchors are installed without special inspection as set forth in Section 306 of the code. 4 These tension values are applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 5 The allowable loads may not be increased for duration of loading such as for wind or seismic loads. TABLE NO. III —RAWL STEEL DROP -IN ALLOWABLE SHEAR AND TENSION VALUES (Pounds) IThe tabulated shear and tensile values are for anchors instal led in stone - aggregate concrete having the designated ultimate compressive strength at the time of installation. 2 The tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six- diameter spacing and three - diameter edge distance, provided the values are reduced 50 percent. Linear interpolation may be used for interme- diate spacings and edge margins. 3 These tension values are applicable only when the anchors are installed without special in- spection as set forth in Section 306 of the code. 4 These tension values are applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 5 The allowable loads may not be increased for duration of loading such as for wind or seis- mic loads. 'The Drop -1n anchor must be completely embedded within the concrete. Report No. 4514 /Z CHAP. 16, DIV. IV 1630. i.2 1630.3.2 and strength of elements, which are significant to the distribution of forces, and shall represent the spatial distribution of the mass and stiffness of the structure. In addition, the model shall comply with the following: 1. Stiffness properties of reinforced concrete and masonry ele- ments shall consider the effects of cracked sections. 2: For steel moment frame systems, the contribution of panel zone deformations to overall story drift shall be included. 1630.13 PA effects. The resulting member forces and moments and the story drifts induced by PA effects shall be considered in the evaluation of overall structural frame stability and shall be evaluated using the forces producing the displacements of As. PA need not be Considered when the ratio of secondary moment to pri- mary moment does not exceed 0.10; the ratio may be evaluated for any story as the product of the total dead, floor live and snow load, as required in Section 1612, above the story times the seismic drift in that story divided by the product of the seismic shear in that story times the height of that story. In Seismic Zones 3 and 4, PA need not be considered when the story drift ratio does not exceed 0.021R. 1630.2 Static Force Procedure. 1630.2.1 Design base shear. The total design base shear in a given direction shall be determined from the following formula: V = R rT W (30-4) l The total design base shear need not exceed the following: V — 25 C. I w ( 30-5 ) The total design base shear shall not be less than the following: V = 0.11 C. I W ( In addition, for Seismic Zone 4, the total base shear shall also not be less than the following: V — 0.8 ZN„ I w (30 1630.2.2 Structure period. The value of Tshall be determined from one of the following methods: 1. Method A: For all buildings, the value T may be approxI- mated from the following formula: T = C (h„) (30 - 8) WHERE: Ci = 0.035 (0.0853) for steel moment - resisting frames. C = 0.030 (0.0731) for reinforced concrete moment- resist- ing frames and eccentrically braced frames. C� = 0.020 (0.0488) for all other buildings. Alternatively, the value of C1 for structures with concrete or ma- sonry shear walls may be taken as 0.1 /, (For SI: 0.0743/ for A in m The value of Ac shall be determined from the following for- mula: A, = 2440.2 + (D /h „) (30 -9) The value of D /h„ used in Formula (30 -9) shall not exceed 0.9. 2 -14 1997 UNIFORM BUILDING CODE 2. Method B: The fundamental period T may be calculated us- ing the structural properties and deformational characteristics of the resisting elements in a properly substantiated analysis. The analysis shall be in accordance with the requirements of Section 1630.1.2. The value of T from Method B shall not exceed a value 30 percent greater than the value of T obtained from Method A in Seismic Zone 4, and 40 percent in Seismic Zones 1, 2 and 3. The fundamental period T may be computed by using the fol- lowing formula: T = 2n w r - � (30 -10) The values off represent any lateral force distributed approxi- mately in accordance with the principles of Formulas (30 -13), (30 -14) and (30 -15) or any other rational distribution. The elastic deflections, b shall be calculated using the applied lateral forces, f . 1630.23 Simplified design base shear. 1630.23.1 General. Structures conforming to the requirements of Section 1629.8.2 may be designed using this procedure. 1630.23.2 Base shear. The total design base shear in a given direction shall be determined from the following formula: • V _ 3.0 C. w (30 -11) where the value of C shall be based on Table 16 -Q for the soil pro- . file type. When the soil properties are not known in sufficient detail to determine the.soil profile type, Type SD.shall be used in Seismic Zones 3 and 4, and Type SE shall be used in Seismic Zones 1, 2A and 2B. In Seismic Zone 4, the Near -Source Factor, NQ, need not be greater than 1.3 if none of the following structural irregular- ities are present: Type 1, 4 or 5 of 'Able 16-L, or Type 1 or 4 of Table *6-M. 1636.2.33 Vertical distribution. The forces at each level shall be calculated using the following formula: F; _ 3.0 C, w R i (30 -12) where the value of C shall be determined in Section 1630.2.3.2. 1630.2.3.4 Applicability. Sections 1630.1.2, 1630.1.3, 1630.2.1, 1630.2.2,16305,1630.9,1630.10 and 1631 shall not apply when using the simplified procedure. EXCEPTION: For buildings with relatively flexible structural systems, the building official may require consideration of PA effects and drift in accordance with Sections 1630.1.3,1630.9 and 1630.10. Q, shall be prepared using design seismic forces from Section 1630.2.3.2. Where used, Am shall be taken equal to 0.01 times the story height of all stories. In Section 1633.2.9, Formula (33 -1) shall read F - 3. R C ' w and need not exceed 1.0 C w but shall not be less than 0.5 C wp .R and t?, shall be taken from 'Able 16 -N. 1630.3 Determination of Seismic Factors. 1630.3.1 Determination of 52 For specific elements of the structure, as specifically identified in this code, the minimum design strength shall be the product of the seismic force over - strength factor 0 and the design seismic forces set forth in Sec- tion 1630. For both Allowable Stress Design and Strength Design, the Seismic Force Overstrength Factor, 00 shall be taken from Table 16 - 1630.3.2 Determination of R. The notation shall be taken from Table 16 -N. (3 1997 UNIFORM BUILDING CODE SA _ Ed' r- r n d SECTION 1636 — SITE CATEGORIZATION PROCEDURE 1636.1 Scope. This division describes the procedure for deter- mining Soil Profile Types SA through SF in accordance with Table 16 -J. 1636.2 Definitions. Soil profile types are defined as follows: Hard rock with measured shear wave velocity, V,> 5,000 ft./sec. (1500 m/s). SB Rock with 2,500 ft. /sec. < tr, 5 5,000 ft. /sec. (760 m/s < V, 5 1500 m/s). Sc Very dense soil and soft rock with 1,200 ft. /sec. < V, 5 2,500 ft./sec. (360 m/s V, 5 760 m/s) or with either N > 50 or 2,000 psf (100 kPa). SD Stiff soil with 600 ft. /seas V, 5 1,200 ft. /sec. (180 m/s s V, 5 360 m/s) or with 15 5 N s 50 or 1,000 psf 5 y" 5 2,000 psf (50 kPa s S" s 100 kPa). SE A soil profile with V, < 600 ft./sec. (180 m/s) or any pro- file with more than 10 ft. (3048 mm) of soft clay defined as soil with PI > 20, w z 40 percent and s" < 500 psf (25 kPa). Sp Soils requiring site - specific evaluation: 1. Soils vulnerable to potential failure or collapse under seis- iic loading such as liquefiable soils, quick and highly sensitive clays, collapsible weakly cemented soils. 2. Peats and/or highly organic clays [H > 10 ft. (3048 mm) of peat and/or highly organic clay where H = thickness of soil]. 3. Very high plasticity clays [H > 25 ft. (7620 mm) with PI > 75]. 4. Very thick soft/medium stiff clays [H > 120 ft. (36 SPA mm)]. The on e a set fo le . eftnition or -. Profile TM SF requiring site - specific evaluation shall be considered. If the site corresponds to this criteria, the site shall be classified as Soil Pro- file Type SF and a site - specific evaluation shall be conducted. 1636.2.1 V„ Average shear wave velocity. V, shall be deter- mined in accordance with the following formula: WHERE: d = thickness of Layer i in feet (m). vsf = shear wave velocity in Layer i in ft. /sec. (m/sec). 1636.2.2 N, average field standard penetration resistance and Net[, avers a standard penetration resistance for cohesionless soil layers. N and Nc11 shall be determined in accordance with the following formula: Division V — SOIL PROFILE TYPES EXCEPTION: 'When the soil properties are not known in sufficient detail to determine the soil p r o f il e t y p e , Type S p shall be used. Soil Pro - `file T y p e S E need not be assumed u n l e s s the building o f f i c i a l deter- mines that Soil P r o f i l e 7 y r p e Si may present at Ike site or is the tVent that Type SE is established by geotechnical data. and NCH r -1 d, � d �N r -r CNAP. 16, DIV. V 1636 1636.2.6 (36 -2) (36 -3) WHERE: 4 = thickness of Layer i in feet (mm). 4 = the total thickness of cohesionless soil layers in the top 100 feet (30 480 mm). Nj = the standard penetration resistance of soil layer in accordance with approved nationally recognized stand- ards. 1636.23 g,,, Average undrained shear strength. y" shall be determined in accordance with the following formula: d (4) Y" _ „, 36- � d s WHERE: 4 = the total thickness 000 - 4) of cohesive soil layers in the top 100 feet (30 480 mm). S„t = the undrained shear strength in accordance with approved nationally recognized standards, not to exceed 5,000 psf (250 kPa). 1636.2.4. Soft clay profile, SE. The existence of a total•thickness of soft day greater than 10 feet (3048 mm) shall be investigated where a soft clay layer is defined by s; < 500 psf (24 kPa), 40 percent and PI > 20. If these criteria are met, the site shall be classified as Soil Profile Type SE. 1636.2.5 Soll profiles Sc, SD and SE. Sites with Soil Profile Types Sc, SD and SE shall be classified by using one of the follow- ing three methods with V, Nand Y, computed in all cases as speci- fied in Section 1636.2. 1. V, for the top 100 feet (30 480 mm) (V, method). 2. N for the top 100 feet (30 480 mm) (R method). 3. Fiat for cohesionless soil layers (PI < 20) in the top 100 feet (30 480 mm) and average y" for cohesive soil layers (PI > 20) in the top 100 feet (30 480 mm) (Y" method). 1636.2.6 Rock profiles, SA and SB. The shear wave velocity for rock, Soil Profile Type SB, shall be either measured on site or esti- (36-1) mated by a geotechnical engineer, engineering geologist or seismologist for competent rock with moderate fracturing and weathering. Softer and more highly fractured and weathered rock shall either be measured on site for shear wave velocity or classi- fied as Soil Profile Type Sc. The hard rock, Soil Profile Type SA, category shall be supported by shear wave velocity measurement either on site or on profiles of the same rock type in the same formation with an equal or greater degree of weathering and fracturing. Where hard rock con- ditions are known to be continuous to a depth of 100 feet (30 480 mm), surficial shear wave velocity measurements may be extrap- olated to assess V,. The rock categories, Soil Profile Types SA and 2 -23 1:4t iYJ ' fit 00''4;4 .° ' abif kt• SOL PROFILE TYPE SEISMIC ZONE FACTOR, . Zs 0.071 Z. OAS Z•02 2'iliI3" Zs OA SA 0.06 0.12 0.16 0.24 032N, Sp 0.08 . 0.15 0.20 0.30 0.40N, SC 0.09 . 0.18 0.24 0.33 0.40N, SD 0.12' 0.22 0.28 ,. 0.44N, SE 0.19 0.30 .0.34 0.36 0.36N, 4. . See Footnote l eil._en.n f ..eJ. 3..L..t s....apu.....0 -- - -., .,...._t., .s,....■.........a...t. a..11 2. - - --•-__ I •- _ 1--- ---1 -- -- t---2- --- '^ -• - -. • TABLE 16 Q TABLE 18-0—SEISMIC COEFFICIENT C, 1997 UNIFORM BUILDING CODI ZoN &3 • iS •� --•••� 6- ••••�•••■•• •a ray wu�wuvu au.a ��.wa.av ..w ■w�....,w ....y ay .uay w pcuin�uw w uuci�awv . Iiuu a�uKlW IS I0�:►o i Yl ohle'L pe rl•i 1997 UNIFORM BUILDING COI ��• Devices acting as bumpers to stop moving cquipmcnt shall be considered in the design. Forces described in this section need not act concurrently with those described in Sections 2228.3.2 and 2228,5.1. 2228.4 Wind Loads. Outdoor racks exposed to wind shall be de- signed for the wind loads prescribed by Chapter 16 acting on the horizontal projection of rack plus contents. For stability, consider- ation shall be given to loading conditions that produce large wind forces combined with small stabilizing gravity forces, such as racks fully loaded, but with unit loads of much smaller weight than the maximum posted unit load. Forces described in Sections 2228.3.2 and 2228,5.1 need not act concurrently with wind loads. Forces described in Section 2228.3.3 shall act concurrently with wind forces for design pur- poses. 2228.5 Earthquake Loads. 2228.5.1 General. Steel storage racks which are not connected to buildings or other structures shall be designed to resist seismic forces in conformance with this standard. 2228.5.2 Minimum earthquake forces. The total minimum lateral force at strength design levels shall be determined in ac- cordance with Section 1630.2.1: or racks or portions thereof where lateral stability is dependent on diagonal or x- bracing. Connections for bracing members shall be capable of developing the re- quired strength of the members. R = 5.6 for racks where the lateral stability is wholly depen- dent on moment- resisting frame action. = weight of rack structure plus contents. Where a number of storage rack units are interconnected so there are a minimum of four columns in arty. direction on each col- umn line designed to resist•horizontal forces, Wmay be equal to the total dead load plus 50 percent of the rack- rated capacity. In Seismic Zones 3 and 4, wholesale and retail areas, the 50 percent may only be used when com- bined with C taken equal to 0.70C in Formula (30-4) and with 2.5/R taken equal to 0.70 in Formula (30 -5). Total seismic force shall be assumed to act nonconcurrently in the direction of each of the main as of the rack. For racks having more than two storage levels, the total lateral force, Y, shall be dis- tributed over the height of the rack in accordance with FI = VW ih EWA r -r in which Fj is the lateral force applied at Level i; W is the portion of the total weight; W, which is assigned to Level i; hi is the height CHAP. 22, DIV. 2220.3.3 2229.3 of Level i above the base of the rack; and n is the total number of storage levels. The lateral force, V, shall be distributed in propor- tion to the total weight, W Other R values may be considered based on submission of substantiating data. 2228.6 Storage Racks in Buildings. Storage racks located in buildings at levels above the ground level, rack buildings or racks that depend on attachments to buildings or other structures at other than the floor level for their lateral stability, shall be designed to resist earthquake forces that consider the responses of the building and storage rack to earthquake ground motions as specified in Chapter 16, Division III. 2228.7 Other Considerations. 2228.7.1 Overturning. In determining overturning moments, the total weight shall be assumed to act at a height equal to 1.15 - times the distance from the floor to the actual center of gravity of all the horizontal forces. Equal safety against an overturning moment shall be provided when only the top level of the rack is loaded, in which case it is to be assumed that the force acts through the center of gravity of the top load. 2228.7.2• Torsional forces. Torsional forces shall be considered based on the critical combination of loaded and unloaded storage spaces. 2228.73 Concurrent forces. Forces described in Sections 2228.3.2, 2228.3.3 and 2228.4 need not be assumed to act concur- rently with earthquake loads. SECTION 2229 — SPECIAL RACK DESIGN PROVISIONS 2229.1 Stability of Truss- braced Upright Frames. The maxi- mum allowable compression stress in the posts of truss- braced up- right frames shall be determined from Divisions I and N. 2229.2 Overturning and Height -to -depth Ratio. Overturning shall be based on the critical combination of vertical and horizon- tal loads. Stabilizing forces provided by anchor bolts to the floor shall not be considered to resist overturning unless the anchors are specifically designed and installed to resist the uplift forces. Un- less all columns are so anchored, the minimum ratio between righting moment and overturning moment shall be 1.5. Sections 2228.4 and 2228.7 shall be considered in the design. The height -to -depth ratio of a storage rack shall not exceed 6 to 1 measuring to the top of the topmost load unless the rack is an- chored or braced externally. 22293 Connections to Buildings. Connections of racks to buildings, if any, shall be designed and installed to prevent reac- tions or displacements of the buildings or racks from damaging one another. Section 2228.5 shall be considered. 2 -271 z ~w 6 0 tY� O O N 0 J = w O 2 � m I w z = 0 Z w U O D. O 1- w W H 1- - .. w O~ z 18 -01 03 :24P SER V L• CENTER C7/ ?est 1;lt fa ftni IitC1 company in the NortIn 'est - Sirnc, :1977 t.3rinking relaxation itonse,Tm .F$S 1"I E Cs1 Et_slizEk DATE: - 7 '3.40 ( TO: YN,\ FAX #: c (; `177 --- 4 y ' FROM : \ C # of PAGES IN CLUDING THIS ONE : -- .� ADDITIONAL COMMENTS t ..f.__ •l_7 0 Q9.. 206-431-2981 P. 01 d1V �1>d1t Hot 1Uf t i JIAANI wAFt$H1:1U9t nbtrIttr •r 8-4 128111 Qt temety solda, wA�hhl efi �j 1 (2O) 431 -200 (200.411-2n# TOLL t`C1t;E 1- Iibt1- 491 -Wd FILE COPY �1{ ,YOU HAVE, ANY PROBLEMS OR QUESTIONS, PLtAS • Tt;LEPiiO ZJ NUMQEtt WHIctH z S L.t STEb AbDVE . OUR PA5C Nt114EitR 1g • (206)' '5 } -j 2 A CITY Of lialtA SAP 1 2001 • • . , w». . �`6xrrt�.bOx4 , 4:fi'.n.> -�: 1 •SiDik ae--5 S-G-D4-‘ d GAR-0 So /ta. )(65 03 : ?SP SERV I-gn-c CENTER outl ,344. 1 b f'dj 0045-431-2981 Ju1-1'11 3:55PM; • ..rammuno.. ,mmir "womb It MS, *unstar §1,114FOTY OPA SayEVI$ The OrVital Omalitr 60a roe 3 SPA TOP sm GENERAL SPEC11CATIONS • Sunsuit' Enterprises. 1992 . 255 Redel Road, San Mai s, CA 92069 . 800-438-8677 RALRIf A. TOP virra Best quality Marine Grade Expanded Vinyl prated with fillildew and UV inhibitors for year-tound beauty. Has a -20 degree cold Crack. Tested to 1500 hours. B. BOTTOM VINYL • STEEL REINFORCEMENT i Scuff resist= double-larninatevinyl with polyester weft leinforeing scrim. Mildew resistant. with -40 degree cold crack. So tough we use it throuihout our cover for extra intern reinforcement We've had excellent results with the vinyl we u in our covers for over 20 ye s The performance characteristics and aesthetics have been of the t ghest priority to Sunstar. • C. FOAM CORES topi-YsrY RE4C Tapered 31/2 " to 2 1/2", EPS 'Foam. Allows for watertunoff. Strong, yet light, ma covers easy to handle and provides more than adequate insulaion (R Value 12.0). One pou density is standard. Our 1.5 lb TUF-FOAMm and 2 lb DURA rtAlvIrm arc optional. (R Value 13.2) All Sunstar foam is environmentally safe; contaiiks no CFC's or HCFC's. D. VAPOR LOCK SEAL (FOAM. SEAL) Our Exclusive scientifically formulated plastic, ANTAEIS 2000rm, is four times more resistant to water vapor transmission than ordinary 4 mil plastic: We had the plastic tinted a lig purple which makes it easy to identify. Since it's introduction, wt have virtually eliminated pho calls regarding water cores. Sunstar seals the Antaeus 21)00 with state-of-the-art irnpu scaling temprnent. Out equipment makes a perfect seam by ap ying exactly the right amount pressure, exactly the right amount of heat, and aproperly timed cc4iing rate all automatically. 1' is no quality variation like you find with hand-held sealing tee ues. 24 guage "C" Channel provides strong support across theicenter of cover. F. HEAT SEAL CASKETS Our revolutionary insulating gasket seal prevents heat to 1o4 where the two cover halves fci together. They seal automatically when the cover is shut. Cri al to long energy savin Payback on energy savings is typically seen in less than 12 montlls, according to independent testing. Also protects bottom of cover from abrasion. The Heat Seal Gaskets and design are a Sunstar innovation. P.02 Page 1/2 4 CLASSIFIED I3Y • UNDERWRITERS LABORATORIES C.8 In Accordance With ASTM F1346 Safety Standard far $pa Covert 1. 4Z00 a • z w ce 2 O 0 t (I) COW CLI -J V) u. 0 1 u. < co ' — 03:25P SERVI' CENTER . I ovu 044 lb/U' M. WARRANTY AND CUSTOMER SERVICE 206 -431 -2981 Jul -1 t""',1 3 : 58PM; ti G. SURE -LOC FASTENERS Another Sunstar innovation, these attractive locking fastenerszreptace the now archaic twist -lock type. SURE -LOOS are modeled after the quick - release bt *klcs found on sports equipment: and were designed specifically for spas. Each SURE -LOC may be lo.4ked individually with a key. an* meet ASTM Safety Standards for Locking Hardware. Made of super tough settee) nylon, they ari quickly installed with three stainless steel screws. Our fasteners areicton- corrosive and color coordi4 nate& Two keys come with each set of hardware. H. DRAIN GROMMET These "low profile" grommets are another Sunstar exclusive placed on the underside of t cover to prevent water from accumulating between the vinyl and th4 foam core. Made of industn . grade nylon. these non - Corrosive grommets are made to riot pmtrude4therefore they won't scratch th lip of the spa as the cover is slid off. Color coordinated with bottom tiny'. I. HANDLES AND TIE-DOWN STRAPS Our handles and tic -down straps each have multiple layers of ternal reinforcing. Handles super strong and have foam padding inside for comfort and longer le. Tie -downs have reinforcin inside the strap and on the inside of the cover at both the top and bottom seams. it J. ZIPPER . We use a commerical grade nylon zipper, a true YK K#7size. Our zippers are covered with vinyl protective flap along the entire length of the zipper. The zipper liull is then neatly tucked away its Its own pocket. This not only protects the zipper, but is much more attractive than exposed zippers. .'1 K. HINGE • Our tough 'n sturdy hinge has four layers of vinyl for addedtrerigth to this high stress areas. Our hinge was put to the test when a Sunstar cover was: hooked up t4n automatic arm with an E -2 LtI`TERTU. The cover was lifted on and off over 6000 times with Ito wear to the hinge discernable., L. THREAD, SEWING, AND FINISHING T We use a cotton -wound polyester thread (for strength and good looks). Treated with UV anal Mildew inhibitors. in over 20 years we've never experienced thread *lure . We take special pride i t' the quality of our sewing and finishing. You won't Grid sloppy backstitching, tic offs, or raw edges op a Sunstar cover. The professional sewing of our covers is still superLised by our original experts sewing construction. Sunstar offers a full 3 year non-prorated warranty. Flexible, fficient. We take pride that w et have a loyal following based otrour longstanding reputation for fair ruling. Complete OEM, Dealer and Consumer service. cr SUMS* icnrClptixa 1992. ran u.8671 n MEI Et NM $gi .ErY $PA CQVEKS The Ot►p ar OL * ib sp. 7 op'" '»wldocicvcxpeci.pm; P.03 Page 2/2 di�S�FF�„r: oul-1?-c1 : 00A SER V CENTER I Inr HOT TUB .0 6ag.;. COMPANY )irii;:q? Alta f'.0 efimpo ?Iv in Nut thwpo - I 7 r 1 .1' a ti h m e. F1t:,CIM1.LE rAIEET —i/ / 'NOM: 1,..jOtn Ph X # : c,40147 Vaige. PANS IW:1,(10114tz THin ()ME: 206-432-29E31 OLYMOit Hbf etiOSSANY ' WAflHjtJ 103tintilvf•r 12t31ti Mit4VIR 5t471104, WAht 0614fhili I (NA) 401-87t, Z rAX MOO 431 •ntp i.86t)-411-mm FILE COPY I tindertand that the Plan Check aporovpispre .• CM OF Tomti APPROVED • SEP 14 2001 AS NOTE° yiity HAW: ANY ilizonl.,i;Oo; orz 0. Otlf riTAL TPhT11911P Ffl)lflii Wil t cu IS LIF;TEI) AV1OVE. 1. (2°(:) 7,r35?1 Al)T) I.T / ()MAI \ — tk TLV CLA r: j* tiwt Z=; VZZal\ c4..7 4:11.1A. • —C-.,\ C.-AA-L.Lt U) c:L .. CLL &W 1 VV2 • ' D P . 01 ic . .*,‘..1,1E.,-LA,3 C3 . v\i . Jul -1. -01 OB.00A SERVT' CENTER FP01.1 . 3It'1 C UDLE POOLS Fa >: NO. . .507,3O98E1 73 Material Safety Data Sheet To Comply with CSI IA F• ' rtl Communication Standard 29 CFRR 1910.1200 If Et'r771Y (AS idled on Label att,t List) Aqua Mate Chlorinating Granules $fiction I Manu(actuter's Ni J■•- Little Chemical Company Ad4 ics, 1 2304 NE Whitaker Way Portland, Oregon 97230 GP \ Sttpplemehttdl ltn;i::tr:,tiott tiutnbcr 36284 -3 -35506 ecti • i ti--H chip V -- Reactivity Qata Stability Unitablc v Sltihte :4 thuotllp:tlitnitlY (UtcrtnR u !\Dill) Ammonia, acids,amines,urea,organic matter tlaturxiaui rOlynttutaacton ridge 1 (Moic tyn Rcs'I r side) Muy Oct_t.; Will not occur X 206-431 -2981 P.02 1 Jul. le 2001 04:22PM P3 t :IIEMIC. :AL I : AM11.Y Chlorine Hazartroits C.ontlwucn �SpcciKit Cacmt.:at ltient,ty; Comm:))) Nars,(a)) OSHA PEI_ -Sodium dichloruisocyanurate ,'anhydreius. (CAS'2S93 78 =9) emec'Kenry • clepa0ac Nurnt•ct (503) 255 -7652 Telephone Nornuc; for WO:nit :lion (503) 253-7652 t)alc Revia'cdd December 9, 1991 t - •'- • -, it if• nt:ti Section Ill -- Phy sical /CF� e mica, Characteristics HOiting, Putnl Vuptar Density (AIR s 1) Si Gtuwry not applicable N/A not applicable Viper Pressure (mini Hg) Solubility to water Melting roint no data soluble no data E.vapataliot. il;ttt: 03131y1 N/A ANi:br,tnce and Odor Frce flowing white powder and crystals. Strong chlorine odor. SOctiQo„ Jy -Fir and Er osion f1azard Date, !lath Point (MetIioo Use.3) flammable t.intihn l tit• l ;EL None N/A N/A N/A Extinguishing Mwia Use water spray to cool fire-exposed containers and massive quantities orwater to dilute burning material. Suffocating -type extinguishers may not be effective. • Spetiltt Fire I,ignliug Prr.xeedures 2 55 Wear self breathing ap wi a full t'acepicce operated in pressure demand or other positive mode when righting tires, LP1 Unusual Fin: nntt L-s"!, t43jOn }I: z rt3. •,'Stron • xidizer..E oI a , ygen: at er�aturea and �:an readily i� nice combustible l s by may undergo 'accetera e d detua <t►pas>ttinti'with:'evoiution itheaa • Conuitiun) (0 Av:1i,l ACCIH'I'I t*lcr Limita not listed Ac.:tat_ = It N/A lat....quo a i 1)clJn1?:.4)4 l ..!' 13)-01744.1.... t. }lydrogen chloride, chlorine cumhtiuus io Avow N/A 100 -Z / \ f I ,-- : J U: O 0 • 0 .W =, • LL: w0 g Q. I W ~ I Z Hr .Z I- U • :0 • w • I- V' O — Z. tl! 0 = ., 'O ~ z •• ' Jell -1.9 —02 OS : 00A SERV P" FROM : 31t1 CAM F POOLS SpctionV1 --Heaftlatazqrd Data jtuuwo,..,f htry Jtcutth liz=i4susc.4.c.m3 and chronic) Slightly toxic by ingestion. . Curcillogenicilx MT? Nono known Sigita am: SymptomSOlapiuurc: Eyes: tinniecliate burning sensation. Ingestion, Inhalation: Irritant Nfeclira. ro14ii)ony Azgercated tzr Lepo,u,,r Any open wounds or sores. Ernovency nn.3Ftril Aid Proceedures • Slaw Flush with soap and water and change contaminated clothing, Eyes: Flush with water 15 minutes and get medical attention. Ingestion: Dilute with water and got medical help. Do nOt induce vomiting Uutoar.r.kv,up.t, Chronic damage to continuously overexposed tissues. apcjjonVit7Precaution§forSaferiandling old Use sicp. mho TAXen in Ca:01421416a] iy Fteltaud or Spilled Ventilate. Keep dry. Recover product with a shovel and store it in an appropriate con. tamer. WoK Visposa: elhod Dissolve kt in a large volume of water and dispose to municipal or industrial waste treat- ment facility in acCOMintice with applicable regulations. Obtain permission first. rr.caution to I)( kcn )n f limdling irtd &win. Keep dry. Containers may be hazardous when emptied. Keep container upright and closed when not in USe. • Fr industrial use. only. Keep nway from children. Sect igrlYJ U--CQRtr Q I " re ?vin (.cie Dust mask. veninortOtt Protcci.e; !tubber or plastic cnhc.t VtOtetti..t. CIAthimg ut• Ocl Impervious clothing and boots Pas: Inhatfirtog9 X CENTER 206 P•03 NO. : 5034088073 Skin? AQ.VANtATEaiLo N 1,347 LAILNUSC Sufficient to keep exposure level below TIN Mecithnicat kCicntrao N/A Ingcit;c10 X I Jul. 18 2001 04:23PM P4 'Ant: monngr.sph3, C/tillA KerritntAl Spooal N/A Other N/A riut,:vius, Splash goggles or face shield (8" teraciWo Wish hands before eating or ymoking • • u 1 -20-01 OS 00A SERV r CENTER • • FR' OM' ti . C4.3Dt. F PM F • :•.: Material Safety Data Sheet To Cbtuply with Ol•tliA ltaziArt.1 t'..•.•mumullication Sta4urcl 39 cra l.910.1?00 iDENTITY (At uxesi uts ..1,1‘: (.ist) Aqua Mate pH Down Sectign I mon. Little Chemical Company '"ddresi 12304 NE Villitaker Way 1- Oregon 97230 Soction If—Hazardous Ingrectients/Identayinforrnation ilia:1171001 COMpOncuts (Specific: ClIcatlfeil isi.slutz(4)) t $,OZ:10TililAig4t r ellW(t.X.§ 7. N . 4.7.08Y:718q) Section til--Phy_se Characteristics Decomposes Vaiscr Pitssatc Non 11.•,• P'474:.< NO. : F417,1CIRSCI71 SrAeitiC 61,30:y N/A. • • vapor DeAsity = ...• . N/A • Solubility ;i1Wri(ci • 48% (a) 70 • • ApNaraitec Fund (140 • • ofT-white, shot tpripartietes. No appreciable odor. Section IV—Fire and ExpLoajsinj-jagzrd Data FNotinublt.: Limirr L. N/A. N/A 206-432. -2981 P.04 sul. Le 2031 0427PM PS F.A:411• fitorgartit- Salt Emga 1-800-535-5053 Tdepholie Numticr tor (5(i3) 255-7652 1);11, Octocber 1990 (Revision) rre ti? Litt le Chemical Co. OSHA At:01111'7.v N/A l'‘uut NiA I.:•vapbiarat)n BAIL: 1,1:1 .layt At '.'Er. N/A. • Pumr (sl C:1) None meilke 'Water fog, carbon dioxide, foam, c» dry chemical • spocibi IzC Fighting Wear self-covitained breathing apparatus with a full facepi(:ce ojuwarcci ixz presi;u1-4.: demand or other positive mode \viien fighting fires. unia4,4 E.\11(c14.40:1 D'iedinYiiiiitiiiiviCair:Oce.ur:ahtiVe 3 00!? CY, 4 : :gaS e. 1.4 l(Nlore r lii.:,crxn OtliCt• IOU ••, tnUt,triOn Jul -19--01 08 : OOA SER V I' CENTER FROM 5 t ti CAUTLE Prt[ILS AQUA. MATE P -I DOWN aectiort V-- Beac:tivj Data Stability ZJrtstnl+ic .I Stable X tncoeuptit,ttrry 041Atertalt in At .,,,l; cya.ttides, SuIfidt,S 1'YBtilrtlou4 1iNln+ FAx 1 : 5c1: i \ [ity (1 c11r Witt trot c`ct'.tr a Sec ' n VI'-- He aitF� Hazard Data Raupgs) Ot' Emir Ltlt:alatiortl tis;; (tt�:att,)tt Ntalth t-tuxura,(A•:vtr a o t "hlbi,lc) None t.•Jte :407,.#0ieit W1'1`? N uci'.' krin \\'n SZps unit SytnptuntS ut :yes: It /iiIIn t Ntedkili.GOndAluos Ge11C:atly .'roravateu Up .1-Aposurt: Any Open wounds t))• j n es. Frnersenar and Firsc Aid 2'ra.:ecdure5 • kin: tIusll with Water cl)linge: cartt417r1i11a clothing. Eves: 77trslr with \jatee 15 minutes and getmeclieal attention. •Ingestion: dilute Iiith neater anti get medical hell). Sc ion Vlll-- COntr2( SitSPS lt': pti Iucy 1'tu ;Ci:ljc 1 %. tIy Lyf,�) 1)(15( inaask, Lcx:ut \tloptl Sufficient to keep exposure level below i LV A:(tehattieal ('Cit:nerat) N/A 1'.O11:4•v. Ciiuvcs Etul�trt:r ur• piI1sale laihcc (tt'ttt �lodtin� ..: Lywpn: 1I. ttnperviuus e1t)thing nu() lbouls 206 -431 -29B1 P.05 .1u 1 . 1 Ft 2001 04 24PM P6 Ctsntiili.lr8 tt; : iic.ici N/A I1�2:rrdttu5 Dect)n,?enitinn 01 t1 }t 1..cu sulfur dioxicle C'.onilith) :n in :\'.oI( IARC tl Stc;p1101;.,l'' . S tionVjj cagtion5 for Safe Handling and Use `Scps to by 'ruk,_rt rn z,>;F ; [u:e rti t .s licte,,xa1 Or Spolci1 Keep dry. recover product with a shovel and store it in an itl)prc)1)riuto cc+ril.tincr•. �d:cc. Ui: posit Mc:hod .Disstllve. it in a large Volume or'' ter and dispose to municipal or industrial t):lstt Inent facility in accordance 1vith applicable regulations. Nattautialts to im'U, .-n 111 b1:n1ltetg and Sturm& • 'Keel) dry. Containers may be hazardous when emptied. Keep container upright anti closed when not in use. Otitar prccuuriorts F I ndustrial use only. Keep away fro[11 cltilclren. 1$.1 1' rueeClt+l.+ Splash gI: gglbs or tact shield (S" :�'Ii,timun, \1 u1'k'3 1� �it;,liC l I: iiwa Wash iranc1s before eating or snit)l.inu u1-19 -01 08:02A SERVP — F. CENTER FROM *. .TD 17.C4lIDLG FOOLS Ff=11.! tin. S(334089373 Material Safety Data Sheet .• To compl v. b OSHA Huard) CointntinicatIon StaLitlarci • r CFR 19la ;2071 • • lor.N.L I Y used Labt1 and I,;50 Aqua Mate Hardness Plus Section t Ninnotacturer'S Nanac Little Chemical COMPnllY Adam; 12304 NE Whitaker Way Portland, Oregon 91130 Section II--Hazardous Ingredients n , • itazardour. Compottnix (Specific Chemical (cIent■ty. Commt‘A r•osmt;(1}) PitIcitivehl . Section111--Physicgi/Chemtcai Charcteristic r'oint 347 vapor Preisore <tom bre) IA) mmHg cat 63` var;c1 Deit (MR .1) N/A Solubility in W5tcr Complete 'Appeennce And Odor 'Free flowing white solids and flakes. No appreciable odor. gpstion IV—rire and Explosion Hazard Data 206 - 431 - 29E11 P . 06 Pnni c34:24PM P? IcAt8NITCAt. Inorgarxiv, Salt Etnerf.ency Telephone St: )ti:e -800-535-5053 Telephone Number (Or inforninr.00 (503) 2554632 D4IC Prepa October 1990 (Revision) Prepored fly Little Chemical Co. ORIA 1131, specific arvia N/A meiim Point N/A Evnporaticni Rate (Um:, Atmate ) N/A Flash Point Oferhod 1.1v.d) Ftairtmat:te Uttitts LCL L:EL None • N/A is/1L N/A lixtingvishin2 Media Water fog, carbon dioxide, foam, or dry chemical Spociat rim Pightint Proceetturti. Wenr selt-contained breathing apparatus with a full facepiece opeiated en preto.sure demand or other positive mo(re when fighting fires. Unigra& net And rArttc.livn 1 filvirejs N/A • Pape l(More On fleverFe .5;4e) • .. . 1u1 —29 -01 013:01A SERVI — Q_ CENTER 'FROM : JIM CA1_►T>s F Rr1CA..S - FGt:•; r IC1. : 503d088073 AQUA MAT ._. 1IARDNESS I'LUS Section V- -i eactiv .Y Data St Ability (ccoatimill i;t3' ■\t.vreri.W. r_ Alv...“(1) .Aluntinunt, T�t'1ss 1lafardt:us 1'!1lvr, e.ri/n+1;)n iNstro+•Ir Conditions in Avoid tat+te X N/A. - Section Vi-- Heath Hazard Data Route(s) Qt tnh)~ Inn:0.1 ion? I taalth Hazal•ds(Aevie am! ;Jimmie Not 'C'.:trcincit cnicit)' NIT? None lnto1 }71 S igns %Ad Syraptnnt, oV 1?vTncurt: Eyes: Irritant; Skin: Irritant Mcoika! Canditions (iendrttIiy A ravaced by I't'pt`sure Any open wounds or sores. • • 1:rnntgcncy and Firc Aid t r ccr.dut . x • Skin: flush with water and change contaminated clothing. • .Eyes: flush with water IS minutes and get medical attention. ingestion: ciliate with'water and get medical help. SectionVII - - Precautions for Safe Handling and Use Section Vl l t•- Centro! Measures 1te.tpiratoty' Protection (tiperity Type) Dust mask. Veneilalion L.+xal Exhaust Sufficient to keep exposure levet below TL.V Mechrnnic:tl (Ocnent) N/.4 t rvtecitve ou,e Rubber or plastic Ot 1'rt,tnrtiva Cloutin or Equip Impervious clothing and boots Pafc 2 N./ay t)eru1 ��,,r \%'iiI Itett 1Q;,rt / L, Skin? • 206 -431 -2982 P,07 Jul. 18 2001 04 : 25PM P3 I TIP.a:dutIS t)e:IINrpsitiort r,r it■ro.t, +cl+ 110110 C'tandionni; ra rlvio ) ingestion? N/A !ARC: Monographs? OSi itcculutetI •Sap• to be Taken in Coot \llrerini is Retevsed Of Spill' lSee? dry. Recover product with a shovel and store li in an appropriate container. Wass: i MIcttrott Dissolve it in a large volume of water and dispose to municipal or industriat.vraste treat-• • ment facility in accordance with applicable regulations. I'rera,uti%ns to he Taken it\ Handtint and Storing. Keep dry. Containers may be hazardous when emptied. Keep container upright and closed when not in use. n'het ptecautiuns For industrial use only. Keep away from children. ,Eye Prttnetion Splash goggles or lice shield (S" Minimal! t.Vork/Ilygicaie PriCt1C._5 Wash hands 1)efgrc eating or smoking 3u1-19-01 08:01A SERVI- FROM : JIM CaJDt F POOLS Material Safety Data Sheet To Comply 1.711, 041.1,\ S Ivan! Com,nummati "r+ , rand:rrd :9 CPi. ir;Itr.lzC (I IDENTITY (As tsed na 1. . i i.ict:1 Aqua Mate Alkalinity Plus Se.Siion Manuracturer't; Na ne Little Chemical Company Add reps 1.2304 NE Whitaker Way Portland. Oregon 97230 Secticm It-- Hazardous ingredients /Identity Information ibtar,loos Components ( Specific ChethtCtil identity. Common Name;s)) ScJt itY[i1 ;Blc3rli ri`ate (CAS 144-35-8) Section Iii-- Phyica( /Chemical Characteristics 13criling rOint N/A Vapor Pressure (mm 1 ie) N/A va flnunrt (Alit - l) N/A ttlubility in lt•'atcr 9.67( 68 Appearance ?nd Odor Free flowing Fvhite powder and crystals. Section %V- -Fire_ 1 Explosion Hazard Data Fwtr Point (vtaahari Urcd) unasmat tire a YaplcStc'n i1 arrtY N/A Page l(Ntore nr Reverse Side) CENTER FA`": NO. 503408M73 206-431-29E31 P.08 Jul. 1S 2001 04: ?5PM P9 C.iLf M(C.Af- ��1�iiI,1 iltol<ganic Salt t+mergency Telephone 1•800 535 - 5O53 'i'caepttbne Number fOr ini % (503) 255- 7652 Date Prepared October 1990 (Revision) ) Prepmred I y Little Chemical Co. OSHA PF.t. not est. Specific Gravity N/A Melting Point N/A evapor3ctr Ram s I) N/A No appreciable odor. ACCitH lint est flammabte Limits C,F1„ 1: r i None N/A N/A N /A. /scingr,i::tting Afcs2i;t Water fog, carbon dioxide, foam, or city chemical SpeCiel Fire N.:tiring Proceedures Wear self- contained breathing apparatus with a full facepiece operated in pressure demand or other positive mode when fighting fires. t)t•er t rmrlt Jul -2 -01 08 :01A SERVIA7 CENTER FP(11.1 : JIM CALIDL P POOLS FAX kin. : 5074088073 AQUA ItiSATV. NI.14 ALINi , t - t' Pt.(J- Sctidcl v.'_ReaPt ►oily Data 417111114 l'fivn!ne tit Mile X t tculnJ+:uil +a ;ty r�[.v t:,t aIS to. A∎ Oh!) 11AtartiQuS rQIym,a it.A•ion ()MIS 1 Vtlt nett New X Section V1 -- Health Hazard Djta toure(e) ,)r F'nrr lnhart,tcron'.' Nein? Ingcsrion t stealth itazanUa(Acute and C:11to,i, ) None (arcini; ; cnieit'. trrr' IARC Monographs? None known Signs and Syrnptor.c of Exposure Eyes: Irritant Medical Conti tio'iS (left eea lly nggrsvltcd Py Exposure Any open zi or slues. 't;mcreeney and rirst Noss::ourt s Skirl: flush with .rarer and change contaminated clothing. Eases: It.ush with water 15 minutes and get medical attention. Ingestion: dilute with water and get medical help. Sectism Vift -- Control MeaQures Respiratory Protaet (Alec; IV TYPO Oust mask. Ventilation Local Exhaust Sufficient to keep exposure ievel below TLV mechanical (General) N/A P,(acciiye Rubber or plasrxc flthts F +osecl:.a Ctust,ir , ur t.yu.pment. Impervious clothing and boots Page 205- 431 -2981 P.09 '�1ju 1. 1 N 21101 04 : PA PM P111 C'."■Wit(Orc tt+ ,lvnit! NI\ J f...ntdooa L:1civ,pFI »itir,tt en I1)'ilt,'. t.e None cilt'bon dioxide C:ondltio 10 11• 04 N/A OM ltcgulnrc,l'? tctionVll - -Pre , itions for Safe. Hjnd iing and Usq Stcps to bit. Taken )n Case Malaria( is iteleesed or Spilled Keep dry. Recover product with 7 shovel and store it iri an appropriate container. waste Disposal Mcfl Di ssolve it in a l arge volume of water and dispose to municipal or iliclustriltl waste treat- ment facility in accordance with applicable regulations. Preeautinnc to he Taken in Ilanilling and Storing. Keep dry. Containers may be hazardous when emptied. Keep containerupt•lgltt and closed i when not in. use. Other precautions For industrial use only. Keep away from ehilclren, Special N/A Ocher N/A Eye t rosecllun Splash goggles or Ince shield (8" Minintun,? WorWiiy ;rule Piaclires %Vaasht hands befc)rc eating or smoking ?u1- N19 -01 10:19A I understand that the Plan Check approvals are 1 of .s $ bef ID All 5r nst�.r, a Tops z are .IlL a r'' sffte a' f, 4c 'o 1�Y1� - + ' 4 $ re-Sil tds�17C@ $a Co ea Stan�are :r of paces ind6dit'1g 3h-. : Date= _ Lt 7 fl 4 o -43 ! (= 677 rr • y ®r„� o t'e .n: : a all pzgea..�., , IL _.V4 : f SS ;G L e \f\fv.k • .FROM • Ralph Yoyle„� SEP 14 2001 AS Nora VatiagEWriaikA Warrant ,Tecranial 85, Fre3iht caT.:zs: ..; ?.-X.. X-5 2 • x:4141. wne ar.^aLi . 2- 10: 19A Stanardotti Componertn Nome Braealde Fame Retardant Ann- Haattrd pt�t.enta: Color BMW Mar: Makin. iw itic: Premier Industries, Inc. dba InsuLfoam Material Safety Data Sheet I_ PRODUCT IN/C1143 igactive Date 1112 3/96 Product: fungous' Molded EPS Products Siottanyms: Mottled Expanded Polystyrene (MEPS) Prr.sthsct Grades: Type I, VI 1, U and IX (m dif d) Chemical P mnity: >.Poly33ty 'eae Thermopiastic CAS Regier'ryl No: 9003536 CAS Sums: Heaven, Etbebbyl, IfotpapOLyrneu F rrrsula: (C1 H t )n MCA Stine ttorm Sumo; Listed Rigid cellular foam Was" beards and sues Whits Very slight piealase N/A (Softening bung X60• F) U. INGREDIENTS C48 mr . No: 3194 -55.6 CAS Sty No: III. , PDYSiCAL DATA. Sgnxific graulty (Wine Volatile by Vora: Vapor e: Vapor Z*nsitai r.3J gporvfkpn Ram: Solldliiii#1 i+a Maar: Dernsitp: ---- — — IV. FIRE EXPLOSION DATA Hazard Rating: 0=Mi+A►1ts+! 3=3 ion, Health 14fithz arsevere Foe Reacrivity (Concert) Premier iadentrink, lac. dfg tasiafh*tn 1019 ?ac fk Avenue Suhe 1501 tacaaea, Wssbia wn 93402 -4453 (206) 572 -S111 FAX (206) 333 -7100 A ppvnz W ► Parcen : c 1 % Appro.t. Ant p rointttspce: 31 c I.S O. (Pomp= & Watu) Ni A NtA None 1a>€ofuble 04 per to 2,.O pct . s Pt._ ali4 s ! i 619_F min 1 sT _ - _ _ _ Specittl Ja fir» l p lirbi Instructions: Use approved self-contained breashswp sppars� rt4pi�ratar And persoi *l protective c1otbitgt (Turn eras snssir)- Exct sauishing Alerlfrs: Water fog, carbon (Stadids, dry chemical, foam. *utaiynftian Temperature: 850 "F rala 17 tusual Pire & Explosion »rds: � ta fJrG b ou�Y eel pradlgce Stability) (Conditions fro idk Incon pa;�lbiticy asarariais to Avoid): Hazardous tntposiden: H'azar'dous Polymerization- rise f 6b be aocoAiy V. REAM DATA Stable_ Avoid fire atd' b igh tttafterMurts. Will dissolve in most Organic solr cnts, aid some insecticides, sidabyda and sentinel. CO, CO H2O and li7dtvgca aroar4464. Nose- P. 2 0 2 Yip Contact; Inhalation: Uhl contat: Ingestion: Wet', A autionsc Respiratory Protection: Mara Protection: Nye PrOtoctiott: Gruarot Control Measure= Dust (Jr particles nay cause encchanfcaI eye irritation seclior injury. Dust trots madraaical fabricstiioa may aa.ase upper respitasory irritata. Fumes heat but wire cutting can atho ePame upper retipuat4ry irri Mtiptt. Nuae. May pradnct dish, stria irritation in s few individuals, kliglaglcai inert. May act as ate ob6ttuctio. if Swal10044. None. Use positive venalatioo. Mechanic* Atbricatioa, sanding, ate requires the use of safety 'basses ter goggles and dust mask .1211114774E P `'LCIi'WW Ilse approved d tc mask *boo sawlwg or sanding. Wear glove, aowi/wr fleetest if sassitivitY owed- tins approved eatery glaistsigogpleS Aeneas/in or naisclinP, the poattiye vali11Itpioe. Weer safety ginsiangonica and dust ;sash it mechanically (ttbrlcattoa is to take Nom vm. sPff2 LEAK PROC C J te r . •.. Spilt, Leak or Relea.c Procedures: Reportabis Disposal ifireftsick rat isio whim asSISAISOS Salim is swum st * aeoerai seaman+► sob rr+aler I,ea+u►1.4 7„a, 4116 to iaba,. be: acres Ole rasa nee *NIS Messrs aoesrfwis OSA r gilt= in part Ada. Mssr sakes mw guesses,► ter Wansadp • see irw ssi mesas s sat IMAM will" rap ct Y tlaa *' vaRp R at SIM �arrastMs wr tlflo . natal.* te SO f llic " .ce, sad Wain eserway 7 ptr* uatTasdam vt pasb.bibry qr Masao far • Mniermlar lwlt *aea,.e an>' **Mr won/ 640W nlar.wa *Fa eMosc++r. sr uapopst- Ier ?tinkle I-&11- 484 -$311 Noreaat good hatscheepiag *mkt be nb i.rvwi. �taieriat des be swept or picked up and placed into a s,sicob ecogglaes for disposal. Notre. Recycle, incinerate eW'FE) .r toted AO per local and state regulations. IX. SP I, ? 8ttrrige and liatuf ling: Expanded Polystyrene k considered to be combustible dtod adequate - _ -- - -- • �t.r�ei�itia>tsbaytid DsJlket _�.... � doi't tliiagtdrentertne: Nov D O - •ib . -- - .. _ -.- - • — - - imaittson P . 03 EyeS: Rinse with clean water. get:wove foreign particles with clean, lint. free dads. Obtain medical treata,est it *le % inking, tears or reduces persists. In halation- If overcooks by impassive, remove tee Ave* slot: ProVide oxygen And artificial respiration. Get medical Skin: Not expense: to present skin bawd. Womb export areas with mad soap and wiper. Consult physicists V ltritioo persists. inganiors; Not expe .4 to present gRirica.t atgeselott hazard. Coos tt physician if swallowed. FRh'Mi$* INDUSTRiEs, iNC. ta UNSUL$O•.M I039 Pacific venue, Suite 1501 Tacoma. W "Shinto" 911402.-0 411 Mk =bee a Walk ice, & _J 1 MSDS ASS 1,407< FB%yA_ z I Z 6 J U O O W = . J H w 0 u. ¢ = d: .H = : z F . � w ~ O - 01 I 0 z ; August 17, 2001 Matt Prevost Easy Up Storage Systems 8731 South 212th Kent, WA 98031 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -208 Olympic Hot Tub 12818 Gateway Drive Dear Mr. Prevost: This letter is to inform you of corrections that must be addressed before your development 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 Division, Planning Division and Public Works Department have no comments. The City requires that two (2) 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 two (2) 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. Corrections /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 -3672. Sincerely, i C ,� Brenda Holt Permit Coordinator end xc: File No. D01-208 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 .; • Z , • 0 ix ;a m io :z m m. • 'TA g v c: c g.. rn rn ,Oz + .� {= Z m -1 . c C, 0 P: . = rn • mv,. Cn O CR. (7 r c �.. 4 Project Name: Permit File No.: FIRE DEPARTMENT REVIEW COMMENTS Olympic Hot Tub 12818 Gateway Drive D01 -208 August 17, 2001 Phil Lyons, Fire Prevention (206)575 -4404 If you have any questions regarding the items below, please contact Phil Lyons at the phone number above. The following needs to be addressed: a. Uniform Fire Code 1997 Edition, Articles 80 and 81 b. Uniform Fire Code 1997 Edition, Appendix 1 l E c. NFPA 13 — 1999 Edition NFC — Code 430, storage of oxydizers ACTIVITY NUMBER: D01 - 208 DATE: 9 -06 -01 PROJECT NAME: OLYMPIC HOT TUB SITE ADDRESS: 12818 GATEWAY DRIVE Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved \PRROUTE.DOC 5/99 PLAN EVIEW /KO11Y11Y1G SLIP n Incomplete n Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: I Approved with Conditions gio Fire Preve ve tion Structural REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-11-01 Not Applicable No further Review Required rut DATE: DUE DATE 10 -09 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: TIVITY NUMBER D01 -208 DATE: 07 -13 -01 PROJECT NAME: OLYMPIC. HOT TUB SITE ADDRESS: 12818 GATEWAY DRIVE SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Build! rYg �'�ivision 'A1/ r l Public Works Complete r71 Comments: TUES /THURS ROUTING: Please Route Approved TRROUIC.00C srrl PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: 1 2 12 - Fire Prevention dP,G,;iek -i‘o Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -17 -01 Not Applicable n No further Review Required n • DATE: DUE DATE 08-14 -01 Not Approved (attach comments) TV( REVIEWER'S INITIALS: DA -c DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PERMIT COORD COPT ACTIVITY NUMBER: D01 - 208 DATE: 9 - - PROJECT NAME: OLYMPIC HOT TUB SITE ADDRESS: 12818 GATEWAY DRIVE Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri Incomplete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved App .ve w'th Condition REVIEWER'S INITIALS: - Sf0 CORRECTION DETERMINATION: Approved I I Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 u PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Comments: Planning Division Permit Coordinator DUE DATE: 9-1 1-01 Not Applicable No further Review Required DUE DATE 10 -09 -01 Not Approved (attach comments) ac DATE: \ l 246 / REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: �ti4t�irA .ri�..'.{t`e.NrtNii:� }Y1:' ' s <<k ?:1Sn tir! ,'4W:,'•a€: wva475:uskr`. N:Mwl:he' 6 i ' dii ACTIVITY NUMBER D01 -208 DATE: 07 -13 -01 PROJECT NAME: OLYMPIC HOT TUB SITE ADDRESS: 12818 GATEWAY DRIVE SUITE NO: X Original Plan Submittal Response to Correction Letter # Revision # AFTER Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete , (J Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved [1 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Ii Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: VIROUI[AOC 3"., I 1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Planning Division I I Permit Coordinator Fl DUE DATE: 07-1 7-01 Not Applicable I I No further Review Required DATE: DUE DATE 08 -14 -01 Not Approved (attch co ments) DATE:7 �t ::, fr« 4xirM: i�rr iSti»^ is:r.r'.w"ra >:iY' r 1twrw�4:. rstkisR ,5A4ar;j3` »fFS`�' z a • J U 00 0 co w w = J N u_ w w ? I- z �... I- 0 Z i-- w C.) 0 0 co 0 F- w w H H 0 0 c . 0 Z PERMIT NO.: ��� " 2c BUILDING PERMITS INSPECTIONS ❑ nom I Progress Inspection Status ❑ 00002 Pre- construction ❑ mow vest igatinn ❑ (111(1(14 OK to Occupy ❑ 00(105 Remove Stop Work Order ❑ 1)0(106 Follow -up ❑ 00007 Pre -(Move Inspection ❑ 011050 WSEC Residential ❑ 000611 -WA Ventilation /Indoor AQC ❑ 00070 NI.EA Inspection /Modular Struct ❑ 00071 Mobile I lame Tie Down Insp ❑ 0007 Marriage Lines ❑ 001190 Rested ❑ 00095 Footing Drains ❑ 001111) 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 ❑ 006011 Masonry Chimney ❑ Nolo Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 0080I Wall Insulation ❑ 00802 Exterior Roo(' Insulation ❑ 01)803 Glazing Inspection ❑ 008I5 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 0I 1 I0 Pre - (Move Inspection ❑ 0I I 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof 01400 Final -Fire 01700 Final - Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mum /Resist Cone Frame ❑ 04003 Special- Reinl'Steel Prestress ❑ 04004 Special - Welding ❑ 14(105 Special- Iligh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04111)7 Special -Reinf (iypsum Concrete • ❑ 0401)8 Special- Insulating Cone Fill ❑ (40(19 Special -Spray Fireproaling ❑ I) -1111 Special- Piling, Piers, Caissons ❑ 1140 I I Special- Shotcrete ❑ 04012 Special- Grading. I:xcav /Fill ❑ 0.1013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 041115 Special -Smoke Control System TENANT NAME: CONDITIONS 7 6:3 (10111 Nu changes to plts unless approved by Bldg Div 1111111 Special inspection required. notify Bldg I)iv ❑ 001 I Special inspector shall submit (soul signed report ❑ (111 New ceiling grid & light fixture shall meet lateral bracing ❑ 110I3 Partition walls attached to ceiling grid ❑ 00I4 Readily accessible access to root'm mounted equipment ❑ (11115 Engineered truss drawings & calcs shall he on site ❑ I111I6 Exposed insulation hacking material ❑ 01117 Subgrade preparation including drainage. excavation ❑ 00 18 Statement from rooting contractor verifying lire retardant class ol'root' 0(119 All construction to he done in contormance w /approved plans ❑ "No work shall he done in addition to those modifications..." ❑ 1111113 I'lumhing permits shall he obtained through King Cu ❑ 011211 Structural observation shall he provided Iitr this project ❑ 111121 All lied preparation establishments must have King Co ❑ 111122 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 11112 -I All spray applied fireproofing shall he special inspected ❑ 0025 All wood to remain ill placed concrete shall be treated ❑ 111126 All structural masonry shall be special inspected 1)027 Validity of Permit ❑ 1)1)28 Rack storage requires separate permit ❑ 1)01)3 Electrical permits obtained through I. K I ❑ 111130 No occupancy ol•building until final insp by Bldg Div ❑ 1)1)31 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0036 Manulacturers installation instructions required on site ❑ .. Il'1 . II maximum allowed per 1997 WA State Energy Code" ❑ 111135 Contact P \V Div to obtain insp for water /sewer connect ❑ 0038 A C' ol'•( will be required for this permit ❑ 0039 Final approval for all •1'I w /in the limits (tithe SC Mall ❑ 11014 All mechanical work shall be under separate permit ❑ 00411 All construction noise to he in compliance with 8.2 2 I'(\IC • ❑ 111141 Ventilation is required for all new rooms &. spaces 0005 All permits, insp records & approved plans available 0006 AII structural concrete shall be special inspected ❑ "Applicant shalt obtain a separate plumbing permit from King Co ❑ nchoring - All new construct and substantial improvement shall he ' anchored to prevent notation ❑ 1111 All structural welding shall be done by WABO certified inspector ❑ 1)11118 All high - strength bolting shall be special inspected ❑ 011110 Bolts installed in concrete shall he special inspected ❑ (1(11I Comply with requirements of 'I'hIC 16.04 ❑ 0111 I Removal of septic tanks require approval and compliance with King Co I leallh Dept. ❑ "Obtain required inspections 11•ottt appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Retool -water heater shall he anchored.... Plan Reviewer: Permit 'Tech: OLt 407 TDB 1 l�s Date: 1 ( - 7 - -o) 1)ate:1 (1 — 0) i01 :en62 . ilS;a i ;i:, + <s >jis5�s: _if ACTIVITY NUMBER D01 -208 PROJECT NAME: OLYMPIC HOT TUB SITE ADDRESS: 12818 GATEWAY DRIVE SUITE NO: Original: Plan Submittal Response to Correction Letter # DATE: 07 -13 -01 Response to Incomplete Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Structural Incomplete Comments: TUES /THURS ROUTING: Please Route Fi Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved I J V'NRQLJ LDOC srri Fire Prevention Planning Division Permit Coordinator No further Review Required DUE DATE 08 -14 -01 Approved with Conditions l l Not Approved (attach comments) REVIEWER'S INITIALS: f - S/ a DATE: if n DUE DATE: 07-1 7 -01 Not Applicable I I CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: d4;4 Nit�k i 'it pakiteo-S* 4 z . • IL/ 2 u6 D J o O 0 y0 mo w , w= J H N w J_ LL. = w _ zF I-0 z I- w uj O N . 'O 0 I- w u i I 0 IL" O .. z w O � z City' of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)43 1 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: DO 1-208 [] Response to Incomplete Letter # ® Response to Correction Letter # 1 [] Revision # after Permit is Issued Project Name: OLYMPIC HOT TUB Project Address: 12818 Gateway Drive Contact Person: Matt Prevost Received at the City of Tukwila Permit Center by: Entered in Sierra on Phone Number: c7 Summary of Revision: CITY OF TUKWILA SEP 0 6 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/ 1 7/0 1 : r UC' .. Need Current Contractor Registration Card. ❑ Yes / No Need to Enter Contractor Information in Sierra: f Yes ( No matt prevost Balance Due : $ /fi NOMENIONSIONSIMI M File: D � 35mm Drawing# 1 cc Ui LU U I. >; Ce3 W r 0 44 • 0 ; 1-1 0 I ) W3 0) a.,e E -ftki2---- u .) 41, jJ C:J 0 INCH CHINA VL q6tca aa I • 1 ovaP mar wo.al r.swIlhisti 4 OW/Pa 11.114•0041 A.. CO 11Q11 fr eL 12 . 4. Vaz.r . Z.' Illtor r} ',f1L ( 6) c ma -sans aro c sac . every RN elinIA. gilbera 'WM111111111 1 2 3 ' 5 6 CI. OI • .6 , 8 9 E Z 11111111111111111111111111111111111111111111111111I II I IIII 111 . 1111 1 1 111 11111 , 1 1 1111 1 1 1111 11111 11 . 11111,[11,111111111111111111111111111111111111111111111111 LEGEND $ TOM .101111f I�41111 4 maw- Won NICX1111014 00014 *WE-114 DOCRI L•1/1 000M rangingsaurr-a-:. U. 'G 4:3"n o TRIM efar4T PILAFS — 4 300U Mt VLQCL -(6) DID(-)zo CM OF 111 "" ' w itovED sEp 1 4 2 001 frS MOO RECEIVED CITY OF TUKWILA JUL 1 3 2001 PERM/i CENTER