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HomeMy WebLinkAboutPermit D02-322 - A & E RELOCATION SERVICES - STORAGE RACKSD02 -322 A & E RELOCATION SERVICES 18270 Segale Pk. Dr. B EXPIRED , et I _.,� i 1 1 1 >�::- .:.:fi City f Tukwila 190 y I Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • i DEVELOPMENT PERMIT Z i r T L . ' • Parcel No.: 3523049119 Permit Number: D02-322 Address: 18270 SEGALE PARK DR B TUKW Issue Date: 10/31/2002 W cc = Suite No: Permit Expires On: 04/29/2003 U O ' Tenant: (0 LLI Ill i I Name: A & E RELOCATION SERVICES Add ress: 18270 SEGALE PARK DR B, TUKWILA WA cn u- WO 2 Owner: j Name: LA PIANTA LLC Phone: u „ Q ! Address: PO BOX 88028, TUKWILA WA Q d = W Contact Person: I— al Z ~ Name: DAVID GRAY Phone: 575 -3337 (206)LANCE Address: 18270 SEGALE PARK DR B, TUKWILA WA w 0 W Contractor: D Name: OWNER AFFIDAVIT - A & E RELOCATION SVS Phone: O❑ --- { Address: 18270 SEGALE PARK DRIVE B, TUKWILA, WA Contractor License No: Expiration Date: i a • u DESCRIPTION OF WORK: INSTALL AND ERECT PALLET RACKING U P _ O z . Value of Construction: $0.00 Fees Collected: $234.26 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 t Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. 1 Landscape Irrigation: N ;,,. j Moving Oversize Load: N Start Time: End Time: ' "� I Sanitary Side Sewer: N 4s4 . Sewer Main Extension: N Private: N Public: N , Storm Drainage: N Street Use: N 'L .t,, Water Main Extension: N Private: N Public: N ' :Y Water Meter: V `' u Channelization / Striping: 04 ■ Continued Next Page r # } r Everr T doc: Devperm D02 -322 Printed: 10-31-2002 , y' , < i ..'Irr 1lt }:f.. nl . a ..... U•... in.ww.w.w, +.� MYortf .f.YhYWPYN�MRKXCLYwMy€lM.'4MK?1 � • Cr - �rJSUS J ,, P A C y of ' Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: . 1 4e. t " — i Date: / . / ' Z r4 11 4 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. U 0 The granting of this per it does not presume to give authority to violate or cancel the provisions of any other state or local laws N w regulating const ctic� r the performance of work. I am authorized to sign and obtain this development permit. j JJ H N w Signature: �/ Date: Or �. 3( 0 2— w 0 g Q Print Name: d This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is Z suspended or abandoned for a period of 180 days from the last inspection. I-- 0 z I w w U p. O N O I-- I0 IF— H 1 .. z. U = O ~ z ffi=fsC fie �� 1 ;.a; doc: Devperm D02 -322 Printed: 10 -31 -2002 ` - 4 4".#°i rb a ...... ., ...... r. r•. a..kvr.....v.+.........nw . nvr ,.. .,r�w.v. ..... ....,. ,.�,,,,.,.,,,.„....._..,. ..-. .......,,..m -.ux.a «rvxc •... »,,. .,. .. , (oft? 14: w i g 1 V C o f i ukw i l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Q I. t Parcel No.: 3523049119 Permit Number: DO2 -322 ~ W it j Address: 18270 SEGALE PARK DR B TUKW Status: ISSUED W 2 i Suite No: Applied Date: 10/17/2002 I Tenant: A & E RELOCATION SERVICES Issue Date: 10/31/2002 to O CO W J H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ui 2 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 (.0 a Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). H w 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be Z t-- construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any I — 0 other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this W W code shall be valid. 2 D 6: ** *FIRE DEPARTMENT CONDITIONS * ** U co co 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following o E- concerns: w —' 8: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC H U 1004.2.5.2.2) u. ~O 9: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible Z . route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) U w 10: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess F. H - of 4 feet in width will require installation of sprinklers thereunder. Z 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal 4 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance . #1901) • 12: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance . #1900 and #1901) 13: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall • provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 14: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. •-=-- (UFC 8101) (NFPA 231) ,•E . 15: To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A '"Al`;'' floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) Kx��r,�;� xa .a 16: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space z between loads or at rack uprights shall be maintained. (NFPA 13) 7,. "`' • 1 7: High-piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or F ' Y?4 combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such ;4St:,x;tf as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 1 � 44 , feet. (UFC article 2, sec. 209 -H) 1 3 8: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) ' .,,,,,,,gas doc: Conditions D02 -322 Printed: 10 -31 -2002 „ r ;,Y., r 1 i ► -..( •• _ • �+ti� h w a te " Cit o 1 1 Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 19: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following Z methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall 1� sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila t = -. Z Fire Prevention Bureau. (NFPA 13) et.. r 20: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose 6 5 stations and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention 0 O Bureau for further information. to 0 , 21: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the w i al Tukwila Building Department for details pertaining to design and installation standards. N I _ 22: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and W O multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. 2 (NFPA 231c 4 -3.1) g 5 23: A permit is rquired to use any building or portion thereof exceeding 500 square feet for high -piled combustible u- Q storage. (UFC 105.8 -h.3, article 81) 2 d 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of I— _ such condition or violation. ? H- j 25: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at Z 0 (206)575 -4407. • W O — O H I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances W W . ' governing this work will be complied with, whether specified herein or not. H 0 a. — o ` The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws til Z o ,; regulating construction or the performance of work. 0 z Signature: Date: -c -i. 27 ( 4 z • q' ,;' ' ,sr; '�. , , Y ft Anil , axw: ry i .. R Tye D02 -322 Printed: 10 -31 -2002 ;fir,... i doc: Conditions }. ‘ •k#W l~ CITY OF T UK"''I LA a 41; kt , � � s o Permit Center Project Number: , 5, 6300 Southcenter Blvd., Suite 100 . rsos Tukwila, WA 98188 Permit Number: pv , • 22 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Po Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project ac�nne /Tena: ( Vai of Construction: $ E nt Ae\oc4'•on/ 5e r.,'. Le 5 l�'o.A.,.•`ti Gr.•t,> 7 Site Address (include suite number) ,, City State /Zip: Tax Parcel Number: 4' 1.70 a,� \e \��r T .w "3 52 -2 ,0) - q ii • Property Owner: _ La 'C�.N }, , lG � � i e)� �(,o - `)7 — Z. OcrO Street Address: _ 0 Sttate /Zi Fax #: 5.. G . . . qr ' ■ r; I v : \C ' A `18 • Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: lv er+ E.v deer :,vc� , SNP Z53 - t3'7 - 7 6 Z Street Address: �' J /� City State /Zip: Fax #: < 1c tq VJ tS� On k‘ el u i A obvrA) 113071 I- z w Contact Person: Phone: CL 2 -bAVrIi ''M 3 G - q S I - 3 ti 17 _J 0 Street Address: OH �n, r City State /Zip: Fax #: U 0 7 :5 Q •A ►i c.) J L WI Description of work to be done (please be specific): —I H u) u_ =NS t \( k. Erb ))°- €'- �'U -cl:Alf) W 0 Existing use: El Retail CI Restaurant CI Multi-family ® Warehouse CI Hospital u- < ❑ Church ❑Manufacturing ❑ Motel /Hotel 71 Office 2 CI ❑School /College /University CI Other Z Z Proposed use: ❑ Retail ❑ Restaurant y Hospital z O ❑Multi -famil ®Warehouse ❑Hos ttal CI Church 71 Manufacturing ii Motel /Hotel E Office W w ❑ School /College /University ❑ Other 2 p U Building Square Feet: 75069 existing No. of Stories: 1 Area of construction (sq ft): S 0 Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) w W F- H Will there be rack storage? ® yes ❑ no u O .. Z W Existing fire protection features: ca sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) U F. (— Will there be storage of flammable/combustible hazardous material in the building? © yes (71 no Z Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets I 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 El 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 #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): Cl 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 r I_ 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 , 4ratrr ma building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. " Date application accepted: Date application expires: Application taken by: (initials) , ` o /10 ij -/7`03 . ,J(ce, ., 11111111■ PLEASE SIGN BACK OF APPLICATION FORM F41111./.1 l utn /o0 � . clperrnil.doc � r at k g akA ., kM itact"sov amovti!*tMN+'mswotoseto 5rugser*.gdal....x+w..,.. ...... A+.4•J,!+ pop rfpx,,,seGl'_:vga...Yan ,....o , . .,..... -,. 4. •4a1.04' .e". l' ",Prra L'i yx ": „-'''Vtk ',`•F uK '°`'7.4:::? V't/?Sk: '.?Y�`j . ► „/ •4, APPLICAT S MUST BE SUBMITTED WITH TI OLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR GiV}L- ENGINEER ,, ..'a �.".- "" ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved = l- 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W ct only) Q D 11. Location and gross floor area of existing structure with dimensions and setback J 0 12. Lowest finished floor elevation (if in flood control zone) 0 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W w 1:73 J Floor plan: show location of tenant space with proposed use of each room labeled CO u_ ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w0 ,, any hazardous materials; dimensions of proposed tenant space. w u_¢ ❑ ❑ Vicinity Map showing location of site u d = w Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z I =,, layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of I— 0 rack. Structural calculations are required for rack storage eight feet and over. w ~ w ❑ ❑ indicate proposed construction of tenant space or addition and walls being demolished v o O U) In ❑ Construction details 0 I-- w w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water i 0 supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u- O sprinkler system design criteria as identified by the Fire Department. uj Z V to ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. P H ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ 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 _ vim I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY B THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS UTHORIZED AGENT: wart'vaa Signature: Date: i G _ ` Print name: Ph . one: e• Fax #: G 7 Iwo sb av ', 6 rt, �tst - �q I� �z G X 836 Address I t 0 5 , a, : M e - CV 3 " i, , ►t ' u �, I City /State /Zip / ' w 1 u- 1,, I c" vs. VVV ' - -1 11/30/00 ■' - ciperniil.doc ..« a. e. ewa +'a.,. .nwr.n,.+e.u+.,..«...no.nw.. e.,,,.......,..,...,.. _ . ..... . ....... .. .. ...,. ,....._...........,.....,...-, ..............,.....,•. »•,..... ... ..,w: .•... ,n,A.... ntr..0.101 V' IC QtM1 't', 1.'2� ► — , , ( 1; City of Tkl19. 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ' , Z Parcel No.: 3 523049119 P ermit Number: D02 - 322 ` i UO g Address: 18270 SEGALE PARK DR B TUKW Status: APPROVED • N 0 Suite No: Applied Date: 10/17/2002 w = Applicant: A & E RELOCATION SERVICES Issue Date: N LL 3 WO Receipt No.: R020001530 Payment Amount: 143.75 J Initials: SKS Payment Date: 10/31/2002 09:00 AM = C `s User ID: 1165 Balance: $0.00 I— _ i Z F- 1 Z0 I Payee: DAVID GRAY - A & E RELOCATION w Lo U CI f .0 N i . TRANSACTION LIST: 0 H Type Method Description = W • j Am I- r- Payment Cash 143.75 l.. z . 0 co 1 0E-- . ACCOUNT ITEM LIST: Z Description Account Code . i Current Pmts BUILDING - NONRES 000/322.100 139.25 STATE BUILDING SURCHARGE 000/386.904 4.50 . Total: 143.75 1 I I i :4 ray .� zse {3;x; 1 = ., 21 01.971.6 TOTAL 143.75 1d doc: Receipt Printed: 10 -31 -2002 ,,p a ; \ _ ` _ _ � - • - . ' . , ,.. m * 1906 .N , City o f Tukwila I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ' 1...W CL 2 Parcel No.: 3523049119 Permit Number: D02 -322 U O Address: 18270 SEGALE PARK DR B TUKW Status: PENDING • N 0 Suite No: Applied Date: 10/17/2002 J = Applicant: A & E RELOCATION SERVICES Issue Date: u 1... u. i ` : .\ 1 �.cr s ) PERMIT NO.: j � 30j 0 s TENANT NAME: A G l-� cCI. b1 Sr u BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status 40 10001 No changes will be made to the plans unless approved ❑ 7 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation 0 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit ❑ 6 Follow -up 10005 All permits, insp records & approved plans available W ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected 2 10007 All structural weldin shall be done b WABO certified o El 50 . WSEC Residential ❑ g ' Y J U ❑ 60 WA Ventilation/Indoor AQC inspector 0 0 ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall he special inspected CO 0 0 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected CO W I ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila —i F-- ❑ 90 Resteel Building Division N lL ❑ 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report W ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation 2 ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid g J ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment U. ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site ti) 0 ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have 1 W ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z H ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire I— 0 ❑ 500 Roof Sheathing Nailing retardant class of roof Z I— : 0 525 Plywood Deck Nailing s ► 10019 All construction to be done in conformance w /approved W w ❑ 550 Exterior Wall Sheathing 'l plans D 0 ❑ 600 Masonry Chimney 0 1 , —, U) 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project I- i, 700 Framing ❑ 10021 All food preparation establishments must have King Co W — 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of I 0 • ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected u 0 ❑ 802 Exterior Roof insulation ❑ 10025 All wood to remain in placed concrete shall be treated di Z ❑ 803 Glazing Inspection 10026 All structural masonry shall be special inspected 0 u) ❑ 815 Lighting and Controls 10027 Validity of Permit F- H ❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit 0 ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TIM 16.04 ,❑ l I I5 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete t• ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 1400 Final -Fire compliance with King Co Health Dept. • 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete . ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special -High- Strength Bolting '. , ;` 0 4006 Special-Structural Masonry ❑ l004'/ Fuel burning appliances 411111 q }` ❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043........Appliances, which generate { "�' 0 10044 Water heater shall be anchored ys >» 4008 Special-Insulating ial- [nsulatin Conc Fill ❑ g ,C *A i ; ❑ 4009 Special -Spray Fireproofing ❑ 10045. ..... ...Reroof frA ;?r, ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial' #= improvement shall be anchored to prevent flotation" « ", "s' :Y a ❑ 4011 Special- Shotcrete P P sat�; • ❑ 4012 Special- Grading, Excav /Fill "`' 1; ❑ 4013 Special- Retaining Wall 10(tz,/ �' 0 4 014 S ecial- Panels Plan Reviewer: Da te: PI Z-- • ,i , t '' 'm ❑ 4015 Special -Smoke Control System to -e Y f / V ; Permit Tech: A Date: LU° v i �a n �j 51:1ri , rit r .� b9 MMY0.'» a1!s!4"mlr,nx..,wwm.�erM:rvM9' boa ?ta70tMw..nn.wrn,..,.......,. ._..... .._. ,,.-..,,.-.,.•.,,•..,,•....,. .�o..+n:..urr •....... ... .. _ __�_ —____ �� . i r .. ` 1 - ''�: ` . . ° ;.- ; q. .� ir. , ��. .,� r 'Y.."s+?i�i�a - •.•�e� r•; •"'K1F=.7,P w '. �'' City of Tukwila Steven M. Mullet, Mayor I. o a .. � ,, Fire Department Thomas P Keefe, Fire Chief 1908 - z W • 2 TUKWILA FIRE DEPARTMENT _JO FINAL APPROVAL FORM U o co W I rl 1-- Permi No. Do,1 - -3 - Nw w O co w? = w Project Name / C Re/ .C'rvi(c5 1 - O z f-- LIJ Address /y �L7� , 1 4IC Pc! /)Y 5 Suite # o .Sc'"� U O • I.- W Retain current- inspection schedule • - • • ' • -.. • - U LL Needs shift inspection z w O I- Approved without correction notice z Approved with correction notice issued . Sprinklers: '-t' Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits . T- +, F'Ja;i °F' J . .1 e ritmost -- eS FAP .5 Authorized Signature Date y 1 ,tVij „ i v j ,.l � t1 :Ski? FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 • = , : A•h'f'3'; tV Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 E►.. 1 t � Z H 1.-W Q ? . ' 6 00 .. ;':: INSPECTION RECORD w w . ,t . n , r•ror...arrrre...aar •u •rrw. n."...rS H.a Yr ...•r. ..tin .....r.re. u.n4..nfOrr.blda..0 .v.u..lI tMSVtlrf rrr rf..* a tr rww�•�r. .... - ... . — J , RUPERT ENGINEERING, INC. JOB NO.: 01138 1 1 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 f ` �' �, �/ , / P ROJECT NAME: C onrad Moving & Storage Rack Type B . I • j SCOPE OF WORK: Z I Determine anchorage and baseplate requirements for the storage rack 1 Z. { subject to seismic loading per the 1997 Uniform Building Code. ' w Rack design per the Manufacturer. Y 5 ' U O DESIGN CRITERIA: W � = J Concrete Slab Thickness: 6.00 inches N u Concrete Compressive Strength, Pc: 4000 psi w O h Allowable Soil Bearing Pressure: 2500 psf 2 Steel Baseplates, Fy 36 ksi g Q u) a SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: = H W I i Z Seismic Zone: 3 H 1= 1.00 I– Design Method (ASD or SD): ASD +— Soil Profile: Sd , therefore Ca = 0.36 ON • RECEIVED 1-.. R = 4.4 CITY OF TUKWILA Z U 1.00 p OCT 17 2002 1 1- o Design Base Shear. t11 Z I P E RMIT CENTER U N V = 0.205 W UBC 1630 (30 -5) _ _ P: E= p = *Eh UBC 1630.1 (30 -1) . E/1.4= 0.146 W UBC 1612.3 (12 -9) j c Distribute force per. D I Fx = V * (vvx " hx) I SUM (wi • hi) UBC 1630.5 (30 -15) 9 24 2 . s O CT 2 as (UIEU • RACK DIMENSIONS AND LOADS: R ack Type: PALLET I Rack Depth: 3.67 feet i i Number of Shelf Levels: 5 Shelf Heights per Sheet It da.645 Vd , Q L SW6f 1� ` I , 1 Height (hx) > . 1 1 2.20 k 19.00 feet Level No. Weight (wx) R , = ` , 2 2.20 k 16.00 feet 12.50 feet 3 2.20 k � , ,�: , , . 1 4 2.20 k 8.92 feet I 5 2.20 k 5.25 feet a. `. ^ 1 1 ii.'') i Do23 ! C� " 5 1 d , .: . , .. .„ .. ,.. ...... _. ................ _.... ............................. ..... .... .. .. .. , - ..- - --- t. .C/ - 1 ■ .1.- RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30- Jul-01 PROJECT NAME: Conrad Moving & Storage Rack Type A SCOPE OF WORK Z Determine anchorage and baseplate requirements for the storage rack = E- H W " • s ubject to seismic loading per the 1 997 U niform Building Code. ¢ I Rack design per the Manufacturer. ul D . ...r C.) 00 DESIGN CRITERIA W = J Concrete Slab Thickness: 6.00 inches N Concrete Compressive Strength, Pc: 4000 psi W O Allowable Soil Bearing Pressure: 2500 psf 2 Steel Baseplates, Fy. 36 ksi J lL N d SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: H = Seismic Zone: 3 Z H 1= 1.00 Z I- Design Method (ASD or SD): ASD =p Soil Profile: Sd , therefore Ca = 0.36 UO o0 • 0I— R= 4.4 W ; p= 1.00 H 0 u. ~O Design Base Shear Z U N V = 0.205 W UBC 1630.2 (30 -5) H H O E = p = *Eh UBC 1630.1 (30 -1) Z . EllA - 0.146 W UBC 1612.3 (12 -9) . Distribute force per .. ! . Fx = V* (wx • hx) / SUM (wi *hi) UBC 1630.5 (30 -15) RACK DIMENSIONS AND LOADS: Rack Type: PALLET . Rack Depth: 3.67 feet Number of Shelf Levels: 4 `` . Z ooa 1.t. PH- SRS ,, Shelf Heights per Sheet C T t „ ka k Level No. Weight (wx) Height (hx) r 1 3.00 k 19.00 feet �` 2 3.00 k 14.42 feet ` X2 " 3 3.00 k 9.75 feet 4 3.00 k 6.08 feet ;rKY t ot: 4q-All 1ki,. P,'r' i ,i .... � ' 1 1"t,'*'�7j�r �f � • t; :. ,i. ',.. .. r..:. .'. .�: ... ... .t. � . ,�. �• '.:. i.... .:i:: w. F'ti.r.wht,. :',F.;+u m,. ,i1'::.f �fry .:�.... w. +w r............, _ .... .., ...0 r...,. ... .. ... .. ,. n... .....r.ww.v�...aa...N ...nr ... .._a, sal ><.Yi:vr.... ..._.... i i . r .... . �. , - - --- 7 -26 -201 5:05PM FROM RUPERT ENGINEERING 206 939 2168 pert Win in e e ri ntJ0 0[II© CONSULTING ENGINEERS/CM AND STRUCTURAL 1618 West Valley HgNway NarWVSulto 101/Auburn, WA 96001 Post Omoa Boa SWW/Aubum,WA 99071 206833.7776 Fax 2064W-2168 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE PALLET RACK: Is the rack new or used (being moved from another location)? • Manufacturer: L: Material (In general) to be stored: 7`E 9 j P. Fazio-NT Sheet 3a NEW ,. ECIT,O@EF1Q MEgrIRgarrlEgg [1[Th@o CONSULTING ENGINEERS /CIVIL AND SrRucruRA_. STRUCTURAL DESIGN CALCULATIONS OF RACK ANCHORAGE Conrad. Moving & Storage 18270 Segale Park Drive B Tukwila, WA. FOR CITY OF TUKWILA OCT 1 7.2002 PERMIT CENTER • CONRAD MOVING :& STORAGE 18270 Segale Park Drive B Tukwila, .WA . July 2001 JOB NO.01138 1519 West Valley Highway North/Suite 101 Post Office Box 836 /Auburn, WA 98071 253.833.7776 Fax 253 - 939.2168 r" - - ..�• r 3 1 0 NO.: 8 1 RUPERT ENGINEERING, INC. JOB NO 0 1 1 -0 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 / i PROJECT NAME: Conrad Moving & Storage Rack Type A SCOPE OF WORK: Determine anchorage and baseplate requirements for the storage rack Z subject to seismic loading per the 1997 Uniform Building Code. I- W Rack design per the Manufacturer. Q j u v 0 DESIGN CRITERIA C W w i Concrete Slab Thickness: 4000 ps 6.00 inches J I Concrete Compressive Strength, Pc: 40 00 p N = Allowable Soil Bearing Pressure: w O ' Steel Baseplates, Fy 36 ksi 0 J LL. j SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: N C'J = W S eismic Zone: 3 H = 1= 1.00 Z H Design Method (ASD or SD): ASD Z WW So il Profile: Sd ,th erefore Ca = 0. D p U O— R = 4.4 H p = 1.00 = U Design Base Shear: O ' Z U 1630.2 (30 -5) W Z V= 0.205 W 0 - E = P = *Eh UBC 1630.1 (30 -1) Z i" E/1.4 = 0.146 W UBC 1612.3 (12 -9) Distribute force per 1. Fx = V * (wx * hx) / SUM (wi * hi) UBC 1630.5 (30 -15) 0 . RACK DIMENSIONS AND LOADS: Rack Type: PALLET Rack Depth: 3.67 feet Number of She Levels: 4 Shelf Heights per Sheet S ° `� , Weight (wx) Height (hx) Level No. ; _ �r zr�f;.'` . 19 feet _ :, 1 3.00 k 3.00 k 14.42 feet . � 9.75 feet � �i 4 3.00 k 6.08 feet 4 k '''' ' ;,x t F }' diC.i # 3 }46 uw1" .m. r . , r ,,,.. ,- lr :_ « WISLL yytt f ... ..., i ':. .,.... :'. a .: '. ..r. • '. ' ,' x . r.. t: rt+.. l:: .... ra. L.6 +.. ....... .... ...... .. rw...... ..... .... ... ....... uS.+. rj \ { . - i \.F r e RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 CASE I - ALL LEVELS LOADED Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) ' 1 3.00 19.00 57.00 0.676 12.85 Z 2 3.00 14.42 43.26 0.513 7.40 I=-. W • 3 3.00 9.75 29.25 0.347 3.38 Z 4 3.00 6.08 18.24 0.216 1.32 D J0 00 N 0 w J I- W TOTALS: 12.00 147.75 1.75 24.95 2 Q . =d . Mot = 1.15 "SUM (M) = 28.70 k -ft I- LLI Mres =SUM (W) * D12 22.00 k -ft Z Madd = Mot - Mres = 6.69 k -ft w 1 DOWNLOAD = (Mot + Mres) / D = 13.83 k Z s UPLIFT = Madd I D= 1.83 k U D 0 - , 0H W • H V Z ' CASE II - ALL LEVELS LOADED EXCEPT BOTTOM 0 Level No. wx hx w x h Fx M O i (k) (feet) (k -ft) (k) (k -ft) Z . 1 3.00 19.00 57.00 0.579 11.00 ' • 2 3.00 14.42 43.26 0.439 6.33 3 3.00 9.75 29.25 0.297 2.90 4 0.00 6.08 0.00 0 .000 0.00 TOTALS: 9.00 129.51 1.31 20.23 ^ �,. ' -fi r ;: Mot = 1.15 SUM (M) = 23.26 k -ft Mres =SUM (W)*D/ 2 16.50 k -ft ' Madd - Mot - Mres - 6.76 k -ft t ,E1' t-7„,:0 DOWNLOAD = (Mot + Mres) I D = 10.84 k r ,,� UPLIFT =M dd /D •84 k ,� ' - ' S (k 1 lil y 4 S 1E 1 p,iYd' :M; ...' _...... -. .. -.... ..... .. u....�....i...4......:... .. w.. .. ...... ........ ,. .._ J..:.aY U#2M.PRCN'd'.JgfIOR rv.. i". td .. mA .� i i I dij . ..- • RUPERT ENGINEERING, INC. JOB NO.: 01138 ' 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 y CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 3.00 19.00 57.00 0.498 9.47 Z • 2 3.00 14.42 43.26 0.378 5.45 , 1 1-: 3 0.00 9.75 0.00 0.000 0.00 4 0.00 6.08 0.00 0.000 0.00 6 5 U 0 to D W I .. J H N LL i W 0 TOTALS: 6.00 100.26 0.88 14.92 g 5 a. Q N d Mot =1.15 *SUM (M) = 17.16 k -ft F w Mres = SUM (W) *D /2 11.00 k -ft Z H Madd = Mot - Mres = 6.16 k -ft Z O . DOWNLOAD = (Mot + Mres) / D = 7 .68 k ll! uj UPLIFT = Madd / D = 1.68 k U D O - D h- W W F V ■ 1 CASE IV - ALL LEVE LOADED EXCEPT BOTTOM THREE iij Level No. wx hx w x h Fx M , 0 1 . (k) (feet) (k -ft) (k) (k ft) Z 1 3.00 19.00 57.00 0.438 8.33 . 2 0.00 14.42 0.00 0.000 0.00 3 0.Q0 9.75 0.00 0.000 0.00 \ ' 4 0.00 6.08 0.00 0.000 0.00 . i TOTALS: 3.00 57.00 0.44 8.33 Y . r, Mot= 1.15*SUM (M)= 9.58 k -ft i' ` � ` :;x ' s Mres = SUM (W) * D /2 5.50 k -ft p, Madd = Mot - Mres = 4.08 k -ft '" :mow, DOWNLOAD = (Mot + Mres) / D = 4.11 k , i UPLIFT = Madd / D 1.11 k `'``'' trlel r2„,‘,/,3 r ^: z "y."`c a5..i. ,a, . . r y .. �.«»............_ ......... .. __ .,. . _. w,y.wwwwaa�rt•!5wre.«....,.,. .a . . . w .cw........ , 1 I i , i `, 1 RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30-Jul-01 4/ BASEPLATE CASE Ill ' i� RACK TYPE: PALLET MN= s DOWNLOAD = 1 3 ti MAX UPLIFT = 1.84 d ! Q COLUMN DIMENSIONS i X = 4.50 inches I I : 1 = - W Y = 3.00 inches . , j QQ re PLATE DIMENSIONS I I 11 • W 5 inches -1 U X = — � 1 I y = 8.00 inches I CI _ — -- - t W SLAB THICKNESS = 6.0 inches . 4( j co w F'c = 4000 psi % co SOIL BRG = 2500 psf 6 ; be4 d - O 36 ksi . Fy = Ft = 3.5 *SQRT(F'c) . 221.36 psi '. u) = a S = 72.00 in ^3 F- W • Ma = 1328.16 lb-in `r„,. .. 2.Pt Z = SOIL BRG = 3333.33 psf L "' l''"y'`" (- • Z M = 12(SOIL)L ^2 Lmax = 10.71 inches e' j I SOIL Areq'd = 4.15 feet ^2 ,� 2 X slab = 26.42 0 1-' 28.61 SOI A prov = 5.25 feet^2 . J -� H U Eli .. u_ SLAB OK . Z BASEPLATE ANALYSIS . 4 TRY pL w/ t = 0.375 inches v� U N S = 0.023 in ^ O ' Fb = 36 ksi Z M = 0.844 k-in . ; MpL = 12'fp'1 ^2 . -► ApL =(X)*(Y+21e) ' le max = 2.095 inches • a prov. = 0.250 inches l ' b prov. = 2.500 inches S�,ac, a eff. = 0.250 inches 6R- c , PeAc,,w1 • b eff. = 2.095 inches ' ApL eff. = 35.946 inches ^2 fp = P/A = 0.385 ksi 'rt- = (,,g ti' � - ( mo v 3 MpL = 0.844 k-in t req'd 0.375, inches . 'lL °A - P cE Zp U3 I , 4 •� C iu � � U 1 14 - 1Tu� L - -''►'- . s� �, ,71,„ ,v LQ5 „' , ,� , r. : + .> ita ( X344' :,W . Iv:,;. , • t V 1M fw =::WT .3, t ' .. ,; t• Y .... 5. 11 ,i9, Cr•;4d1, .J - erw.a ++.nflls SM1}1Os*tePkhNYnt •. Tf .• .. .. w.'w•cTe:.Rwi:..+ i. r .... w .w n w.v..... _ ...... ........ ... .. ..... .. . t r' , . , f - .-- . -, ..c.r . .. ) • ' • • . _ . . . ------ . , • RUPERT ENGINEERING, INC. JOB 1519 W. Valley Highway N. Ste. 101 SHEET NO. C.-- OF P.O. Box 836 . AUBURN, WASHINGTON 98071 CALCULATED BY 13FS DATE crLA.L. I TEL (206) 833-7776 . , . FAX (206) 939-2168 CHECKED BY DATE , SCALE - -.3.e=r 4 S . ; • , ! 4 r. 4 7;t1f.i tr. •:..., . Z , < r. ' . . ivpz .4 ,. . ,F.- z • : - I , . . , 6 n .. 0 ' A- La t- c_.4.....-1-1--ms%., r___ c=, G.. 42.....6 t . 0 0 . - p (=fp . — w w ... \ . -, t- a Ar- L1.1 i W u_ • " so Pi. • ' w 0 \-- u ■ - N1 2 ' \ , ...... . 1 t 1 _:. , i. < .. co .. 1 Ci 3 • 1 --- 1' z ,._ . , _.• P, I i- 0 . •• ...1 \-- z I-- w Lu . . WI. Eil 2 n D 0 0 W 0 — 7. - 0 1— I ; . .' F1 • I L 1-- s re .. iv.. . LL .-:,,, , - %../ Z . t.I di .., • W iL Di , 13 . 2 0 1- . . - .1 , Z _ _ ., • - • . • 1 • b ✓ 1 C■t ff 11 7 . . ii3 44 6 kt4 CoViC59■Orr.„*.V 5 • r "--\--. 111 • , , • 4 . Eii t , . . . 3 . . 2 . . .. • W ,■......-.... • • I . r. • 17 -.„-.. 7 6 - C CVS44ACZ...GrE . ,• J •• t , . , , 3 . 2 . - - s, \ ,\ . \ \ . • : , • ,„ , , , : , , \ .1)... t e t N. t t r 1 \ • Zi..fs....,7* 1 —'140 ,1 % '. 111111—MIII14 IIIIIM e 11111 1 • . • i'?' •-.: .4( P . . . 1. 33101114 1, 4 , ',Ork : . • • • 3 n, . : . . .. • • .* 2 • , . . I . • . . .. .. ... .. .. .. .... ...,....... . .. . .. .. ''''' • 4 2K. ,y?r. ''' 1 TZ0 I. ' (-; NNI I:j . L CS PI G b,/ Pi-G e_P . 6 , ■ . 6 • . " i : - 4 r, • • . --4 -7 Flo 3 . . „ . • 2 . Mit a 1 - • • . . . .. — 1 Vili: F:7 2:.; .. Ate; ,: ,. I:::i t'; I''...t.: ".• . • .V.:: : . k ,:rg,`"ii , x•••• - •••1*,f . i N l'IL". . . . . . . . r �. c r -. r • RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 Ca/ PROJECT NAME: Conrad Moving & Storage Rack Type B SCOPE OF WORK: . Determine anchorage and baseplate requirements for the storage rack Z subject to seismic loading per the 1997 Uniform Building Code. 1 1-: Rack design per the Manufacturer. ~ W Or 2 Q J O DESIGN CRITERIA: N p co w Concrete Slab Thickness: 6.00 inches I Concrete Compressive Strength, fc: 4000 psi 0 U. Allowable Soil Bearing Pressure: 2500 psf W O Steel Baseplates, Fy: 36 ksi 2 � a SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: W = = d I W Seismic Zone: 3 Z H 1 1.00 O Design Method (ASD or SD): ASD Ill H . Soil Profile: Sd , therefore Ca = 0.36 2 D . O lA • R= 4.4 O E- P = 1.00 = W . I - Design Base Shear: u_ O Z . V = 0.205 W UBC 1630.2 (30 -5) W U = E = p = *Eh UBC 1630.1 (30 -1) 0 ~ E11.4 = 0.146 W UBC 1612.3 (12 -9) . Distribute force per: . i Fx = V * (wx * hx) I SUM (wi * hi) UBC 1630.5 (30 -15) • RACK DIMENSIONS AND LOADS: • Rack Type: PALLET Rack Depth: 3.67 feet Number of Shelf Levels: 5 Shelf Heights per Sheet It ' rt. , t �. " ; , Level No Weight (wx) Height (hx) �: ;-, , 1 2.20 k 19.00 feet 2 2.20 k 16.00 feet 3 2.20 k 12.50 feet ° 5 �� % 4 2.20 k 8.92 feet ; ��: 5 2.20 k 5.25 feet . V I 4a -S Al ril ■ ( 1 • r , 4A' 4 tT)t• L .,i l.,.r :1 ,:. t'.`.1!•�n. .et %R::.,. V'4.. ,. ).;., ..i'. ni..ww..YY.- i..4,a.t6:u .+M+'.«'— .. -.... .....+. .. .. ., .,...v.vxugM .........:..., fr$'„ ' V'uNnlilHw'.ly.. J..w:.4J.: ' .. :M1NM. +4f .. ri .. , ' RUPERT ENGINEERING, INC. JOB NO.: 01138 # 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 CASE I - ALL LEVELS LOADED Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.20 19.00 41.80 0.495 9.41 2 2.20 16.00 35.20 0.417 6.67 ,i- Z ui • 3 2.20 12.50 27.50 0.326 4.07 cL 2 4 2.20 8.92 19.62 0.232 2.07 . D 5 2.20 5.25 11.55 0.137 0.72 U O U) W J H 1 W 1 2 O i } - TOTALS: 11.00 135.67 1.61 22.94 1 5 u- < i a Mot =1.15 *SUM (M) = 26.38 k -ft H Ili Mres = SUM(W) *b /2 20.17 k -ft Z 2 1. - ' Madd = Mot - Mres = 6.22 k ft I- 0 Z I- { DOWNLOAD = (Mot + Mres) / D = 12.70 k 2 D ; UPLIFT = Madd / D = 1.70 k U 0 0 cA f ; pi'_ = 0 LL O . CASE II - ALL LEVELS LOADED EXCEPT BOTTOM U g2 V - 2 , Level No. wx hx w x h Fx M Z (k) (feet) (k ft) (k) (k -ft) 1 2.20 19.00 41.80 0.433 8.23 2 2.20 16.00 35.20 0.365 5.83 3 2.20 12.50 27.50 0.285 3.56 1 4 2.20 8.92 19.62 0.203 1.81 V , , 5 0.00 5.25 0.00 0.000 0.00 j , TOTALS: 8.80 124.12 1.29 19.43 - ,I ." �'� i ,'',.L Mot= 1.15 *SUM (M)= 22.35 k -ft :�-' Mres = SUM(W) *D /2 16.13 k -ft � ` Madd = Mot - Mres= 6.21 k -ft ;t. j x Ti, - DOWNLOAD = Mot +Mres / D = 10.49 k �_ `� UPLIFT = Madd / D'= 1.69 k 0,�, r., O r i t ' r Pa ` x" k3 N ri r L ., ,L, ',;''i 1; 4 1 i lauj. ......................„................,........... 1 , . -..cr . I ' RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30-Jul-01 j 8/ CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.20 19.00 41.80 0.386 7.33 Z 2 2.20 16.00 35.20 0.325 5.20 3 2.20 12.50 27.50 0.254 3 .17 ~ wz : 4 0.00 8.92 0.00 0.000 0.00 2 I 5 0.00 5.25 0.00 0.000 0.00 U O co 0 co I i J I . w 0 s 2 = TOTALS: • 6.60 104.50 0.96 15.70 J u.Q T - a Mot= 1.15 *SUM (M) = 18.05 k -ft I-- w I ... Mres = SUM (W) "D /2' ' 12.10 k -ft = ,, Z I- Madd = Mot - Mres = 5.95 k -ft Z O D OWNLOAD = (Mot + Mres) I D = 8.22 k W W UPUFT = Medd I D = 1 .62 k U p I O Q 0 H = W I- - U. re: Z CA IV -ALL LEVELS LOADED EXCEPT BOTTOM TH REE N CU • U - s F' _ I Level No. wx hx w x h Fx M O (k) (feet) (k -ft) (k) (k -ft) Z i I 1 2.20 19.00 41.80 0.349 6.63 2 2.20 16.00 35.20 0.294 4.70 . 3 0.00 12.50 0.00 0.000 0.00 3 4 0.00 8.92 0.00 0.000 0.00 . 1 5 0.00 5.25 0.00 0.000 0.00 . F ; , i TOTALS: 4.40 77.00 0.64 11.33 ' 13.03 k -ft i�?` ` . ::!; Mot =1.15 "SUM (M) _ � �� Mres = SUM (W)"D /2 8.07 k -ft t, i Madd =Mot -Mres= 4.97 k -ft `.�, ' . ::4I-- y ,N'�A i DOWNLOAD = , r -` (Mot Mres) I D = 5.75 k ?'s'� " , .. UPLIFT = Madd / D = 1.35 k., x s� t;i ]'i�stktiA� . a t`r M rf� - �`4, rik14 2 1 r .... 1' 1Si i..3.it:av t.a=.4V.t , .4.',l •}4,:,.4i ;s,ru:....nn9 +..e..�..N•r.,•....».... ........ „....+, ,.,_ „. ...- .mw.wr.nolw itk tuYNtiewft'tOtOtyMetttutKPO#t t, I _... _-- - - - - - ,,r • - . - r s . Z ;1 RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 - t 1 CASE V ALL LEVELS LOADED EXCEPT BOTTOM FOUR r ! Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) ; 1 2.20 19.00 41.80 0.321 6.11 Q 2 0.00 16.00 0.00 0.000 0.00 ,F Z • 3 0.00 12.50 0.00 0.000 0.00 r 4 0.00 8.92 0.00 0.000 0.00 U s 5 0.00 5.25 0.00 0.000 0.00 U O N C W = . J I.- uJ O TOTALS: 2.20 41.80 0.32 6.11 Q ' C! . i1 N j3 Mot =1.15 *SUM (M) = 7.02 k -ft _ . Mres = SUM (W) D / 2 4.03 k -ft Z - q Madd = Mot - Mres = 2.99 k -ft i- O 1 ` Z I - DOWNLOAD = (Mot + Mres) / D = 3.02 k W UPLIFT =Madd /D= 0.82 k U 0 . a N - , ' 1 w W � Z: U N H= - O H Z • E 4 J 1 , 1 t. 1 Y 3i • R j k p� 5j' � ti > si I. • I I I, r , r ) P n t i , y} 4 1 ' .. a . . s.. l'. L..v:Ga:ru+.u'wL'+.aru..txa.... av ..«u. - - ..+...«....- ......... _ .. .. .. ,.. .w. •.�• «•'.•••`•✓•n. YrffY1•kC"!'R1>1'MF'Sr '.' NbMtMMh• WYi' dMtlN<. NY.+. 519.YN101'NF//{MKbWiU.WM.+.. ■ : • • • RUPERT ENGINEERING, INC. JOB NO.: 01138 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30 -Jul -01 BASEPLATE CASE III , le_ I ey RACK TYPE: PALLET , 1111111111111 MAX DOWNLOAD = 2 70 MAX UPLIFT = 1.70 k) d COLUMN DIMENSIONS 1 Z X = 4.50 inches • Z Z Y = 3.00 inches I t , 'F- w PLATE DIMENSIONS , I Ce 1 x = 5.00 inches y = 8.00 inches U 0 I '-) I . SLAB THICKNESS = 6.0 inches • t < W Z F'c = 4000 psi H SOIL BRG = 2500 psf 1,4 ' . • w w Fy = 36 ksi 2 � Ft = 3.5 *SQRT(F'c) 221.36 psi Y, Ap N d S = • o 72.00 in ^ 3 I Ma = • 1328.16 lb-in . ? t 2 e Z SOIL BRG = 3333.33 psf �+►+�- L.,..../.... �,. M = 1t2(SOIL)L ^2 Z i- w Lmax = 10.71 inches Z I - SOIL Areq'd = 3.81 feet^2 2 p X slab = 26.42 .3 UO N Y slab = 28.88 p H SOI prov = 5.30 feetA2 -� w w SLAB OK - H BASEPLATE ANALYSIS 4 w Z TRY pL W/ t = 0.375 inches — — . �, w el) S = 0.023 in.A3 p .4 U = Fb = 36 ksi p _ MpL = 0.844 k-in j Z MpL = 12'fp1'2 • 1. ApL = (X) *(Y +21e) —► • � t • le max = 2.225 inches a prov. = 0.250 inches \ b prov. = 2.500 inches . 5�..k0 a eff. = 0.250 inches V� v P � G �� • b eff. = 2.225 inches • ApL eff. = 37.253 inchesA2 fp = P/A = 0.341 ksi 1 r , % I 'a-o ° / r ta MpL = 0.844 k-in , t req'd = 0.375 inches Le r-S 'TLt ''f4y tzr Ar (LA'Gg. , ' , S - 6 6c le N , �, i t t ,�!a. . ��^' . .,\•i .�. { 44 41„ r', G .w.mww. n i..n ..+...e «•aw.huu I+. WG, YWrrva. eaara :•n`YaY.CiMWfIXYIYffaiu4.nyw. . 1 raj . RUPERT ENGINEERING, INC. 1519 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 TEL (206) 833-7776 FAX (206) 939-2168 JOB SHEET NO I OF CALCULATED BY .37-P.5 DATE CI'Ll.l. CS 1 CHECKED BY DATE SCALE r-sc € type b assumed center of gravity top of load base plate and anchorage concrete slab rack elevation and loading diagram an D ° G'R Cmg8Eeerin49 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253 - 833 -7776 Fax 253-939-2168 JOB c►1138 SHEET NO 1 2 OF CALCULATED BY z7P -r. DATE Du L O 1 CHECKED BY DATE SCALE power stud raul stud wedge anchors embedment into concrete slab torque baseplate upright strut baseplate detail "- �l I I g STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. z • During the construction period, the Contractor shall be responsible for the safety of the 6 construction project, including all excavation procedures. The Contractor shall provide N o adequate lagging, shoring, bracing, guys and protection of adjacent property, w w structures, streets, and utilities in accordance with all national, state, and local safety -' ordinances. w o h 2 DO NOT SCALE DRAWINGS. g N All information shown on the drawings relative to existing conditions is given as the w best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper z o revisions may be made. Construction modifications shall not be made without written tu approval of the Engineer. o - Install permanent plaques of not less than 50 square inches in area in one or more = W conspicuous locations showing the maximum permissible loading per UBC Section 2 2222.5. o w U to DIVISION 1 - GENERAL REQUIREMENTS o 01312 PROJECT COORDINATION 0 The Contractor is responsible for coordinating the work of all trades and shall check all . dimensions. The Contractor shall ensure that subcontractors and fabricators receive . all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. 01412 BUILDING CODES Uniform Building Code (UBC) 1997 Edition`` `Fs Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) Ore 4 p r i g .;. q y �� -i t ^^ V . ii::'. ; i• • , .!.,...,.:.•�:' ..... wsm,as., nst`'?.tlMRtn^+Wlf ri"'_,,cv . • w, w,. nw...., ,.,..._ ........................ .,,. r.s- .u:+v,.nwW, ! 4r+ u^ wvsitm+ m.+ r3.." n-.' a7wan .+v^�aY+°rY54WSft�JlftMwSt% • i Cr -, • ql 01415 DESIGN LOADS AND CRITERIA Type A Pallet Rack Loading: 3000 lb /level Type B Pallet Rack Loading: 2200 lb /level z- SEISMIC: cc Seismic Zone: Zone 3 6 U Soil Profile Type: Sd o o Response Modification Factor (R): 4.4 I ul mportance Factor (I): 1.0 CO Li. u j 0 FOUNDATION: Allowable Soil Bearing Capacity (DL +LL): 2,500 PSF g = DIVISION 3 - CONCRETE z z o �. 03153 WEDGE ANCHORS g uj U � Wedge anchors in concrete shall be one of the following: oo - '. ICBO Report w w • Power Stud (Rawl Stud) Wedge Anchors . ER -5225 0 Substitution of another product requires approval of the Engineer. N F- _ Install anchors per the ICBO Report and the manufacturer's instructions. Special z '- inspection is required during installation WHERE NOTED ON THE DETAILS. Do not cut or damage existing reinforcing to install anchors. S s . „, dY' V i I 2.4 Q MPPrqa r >. .� 1 ': ... . • . • . w 0 . 2 • . ' . . • . . . . . . . • • Baueri This section contains the Material Safety Data S et for the Round Cel co X — a • . • . es. • . . , . • . . z F.. OL • • . • . Z I- W w ------------•- ---- nts arc' , hE.CEVFD 2 n • CITY OF TUKWILA D a •------ — • • ----- - ----- i..,-,-I p.op(cP . -.. ‘ OCT 1 7 2002 0 • - - . ,..,r''ieff- ' .■ ' .;:ill i CO 0 .. • ' 0 I— ns i_•-•eja -_,;. „,;,:4` • - --- - " , Cni i \ ui . s1_10: 7 —' „ -.1.:s•- - •'' ,.. .4,- ....-1 , i . • .:,._,...ri..4 c: ittryr.:1.....--. -:_.- * •.%:‘, 1 ..S 1 , PERMIT CENTER I I-- (-) I , . . . ,,,,,- 1...k.)!....... - ' F-- . • • ■ I.. ..1 - . . . 4, " z . . •i. ---"`` w . . . . • . . G ,.........._ .,c,,,.1-0, • i:--- . - \ • • , -... . ' • • 0 l" , • , . -..-• ' -•• ...J. I ......._..... ..._. ..... . . . .. . .. ..-^ 11'..0 ' • • t ....% - ... .. .•• .• . .-.......,?--'- - 1 .. . , , •.. - -.. . . 1 . -- -...!,---- ----. •--- ..,\ -• . . r■_.r.k..... • ..:. .:-..- . .. . . , . . • • CATY Of Ili" . . • . APPROVtD . 0CI 2 9 'Oa . • ' , 4 ' 0 . ! --. • - . .. .. ... • p„S NU i t•I . . . , . • . •: .>-:-... 0 .2 . ... 1,;■. 61,{7 4;.;: ./1 - \ . 3 % -' 7., • ;•., ' .0 4- }A l tj • Mt_ ., • '• : C1 ......• .....•■•••••••••■• •••■•■ •••••• ■•• ... ,No . ow • •••• ...' • ••• . • • • •• ' " •• ' ' Akt ■ • . Inirellip 1 . 1 1 4 l ' 4 • • •••■ • i l ' . 1.t.: il 5 l'ptli ,:. : Do L 3 2 1110 32 , ) , . .............._—...... Issue 3 Docembar 1999 Material Safety ,Data Sheet 10 - 1 . . . '• 9 '.. i . . _....,..„... ,... .. . ..... . .... • , , , . . • . . 1 . 081;01/01 WED 17:02 FAX 13607368428 CONRAD GROUP E . 1004 — — y"' 0/ Oil WED 08:17 PAX 214 284 3192 LUCENT TECH � X002 Page 2or4 • _I- I–.Z. MI III. P PROPERTIES - Appearance/Odor: Add electrolyte is clear with a strand said odor. Specific Gravity: 1.30 Vapor Density (Alf 4): 3.4 0 p . Bonn Point >2197 Mdllat Point: -17'F to lit ; Vapoa?rrssurte: >20 mm Hg at•71'F Solubility In WOO: Soluble H CL ic Esapoeaaioi lints: c 1 pH: c 1 i t 7FEIVEu to LL. ruKW1�� 0 x vutttla by voi■tae: N/w w •4 Volatile Organic Carbon: N/A OCT 7 2002 g J IV. HEALTH HAZA SUMMARY U. ENTEr Primary Routes of Exposure H W Oral: HAZA X Eye: X [obstacle's: X Z H I-0 Effects of Overexposure: Th daextolyte is corrosive to a lder c s, and mucous membranes. Repeated or prolonged inhalation M D 1.11 ui enlists can cause inflammation of the upper inspiratory tract and chronic bronchkig pulmonary D a alma and death may occur from same atposures. U to Early symptoms of lead intaxieatioa indadea persistent metallic taste. vomiting. diarrhea or a H • constipation, sad severe abdominal pain. Conaaued =paws may result in muscle weakness and w W fatigue, nave syaem darm %p aralysis, live end kidney damag anactis. anorexia, and adverse H 0 mptola:rive sod development effects F- tL O listed as a Canine:co or Potatdal C'ardstoge Bp the Fallowing Agenda? iii N NTP: No 11ARC= Yes OSHA: No j 1 O Tonicity Study Safarmatfoa: Z Orly salon Rejiaa y of Toxic Effects of Chaska; Subsumes (RT ECS) data arc presented here. Consult West issue for more informatics • Sulfuric acid: The lottstWional Agency for Research on Greer (IARC) has classifled'mong Impale acid mist camel's' iag sulfuric add' as a Category 1 carcinogen, a substance that is . tarcicogenic to human This classifieatiao does not apply to liquid toms of sulfuric acid contained within a battery_ The inorganic add mist is not generated cada nonoai use of this product. Misuser of the product sues as ovarcltsrg6i. may resoh in the aasaation of sulfuric acid mist. . Lead -TCt d 10 tiglm human. inhalation: TDw: 450 wg g yc. human, oral. Reported to cause chromosomal aberrant s in Masao and animal etas. Causes reptednaivs and developmarttal effects ai in mperirt. al animals. According to the lotanatiaeal Agency far Research aa Cancer (1ARC) Meoopaph Supplement (19f171r the is inadequate evidence for the arcmogenicicy of lard in humans. Lad and inoay�anic lad compounds aro classified as group 2B eazcinogetu by IARC_ OSHA regulated (79 Cwt l910.1025). W, ; Lead mlfatr .LDw:2 fall& do& tali Mc; 30 rikg. gal pi& oral. Positive sister chtatnatad ' ,r enekange assays In b im a and animal ails. an,,, �y The lead and lead whale comaitaed in this product pose a minibecause en al hazard beuse they Are closed �i '":�;. A lead banked may result during recycling or if bsttay is discarded anpropaly. f; 1 r}3' (xr �r ■ .k E7 r '47,4'44'41; j: • p 11 S li } lame 3 December 1999 Material Seery Data Sliest 10 - 3 Ma i. . • 3� .. +t RAhK'9# 4'(+4t:.Ki'.N *'.'t�a {m P ,. .. - ^ ,,,,, ' �VN'Lf_ , yY ,.. .." .. .�.. ...__._.. ....�..,.. .,. �sr rm,+l'!JRf.:••: /4+*'.WegZ 1 , .. .. r -. - `R. Cr -, 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 322 DATE: 10 -18 -02 PROJECT NAME: A & E Relocation Services z • SITE ADDRESS: 18270 Seg ale Park Dr B ~ W 6 _ x Original Plan Submittal Response to Incomplete Letter # v o to Response to Correction Letter # Revision # After Permit Is Issued H U) LL w 0 DEPARTMENTS: 2 A° � 10- 2Z -oe 610 it✓ 10- 8 g a Buil Division I ' 1 Fire Prevention I • I Planning Division I W 0 1 = d Public Works [ Structural [I Permit Coordinator Z z O wW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-22 -02 U 0 N Com plete ' Incomplete n Not Applicable o f- Ww Comments: H v L I O U Permit Center Use Only E - _ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I_ Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route If Structural Review Required I I No further Review Required . REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11-19-02 Approved Ii Approved with Conditions ( Not Approved (attach comments) ri - Pc ;i .: • Notation: �> } e REVIEWER'S INITIALS: DATE: 0:59L.,:, Permit Center Use Only , ` CORRECTION LETTER MAILED: ' Otir.`? Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'js Documents/routing slip.doc ' 2.28 -02 ��..�. l'1�W:'.J.:'.: .:''.:''a: j.io .i', .�:�.. .. .,.�.., y.s wt... ... r..rc.a.e,..i, �M1M1MM.4kxlwYMw+rr.s.: n..,..r.- .r.r.r. . .. .... • ... .. _ ,. — ... — _ - -- - -- _r ' — ' . , ..-, 1 .: ' N r ANS. 1 e'''m r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 322 DATE: 10 -18 -02 PROJECT NAME: A & E Relocation Services a �Z. SITE ADDRESS: 18270 Segale Park Dr B re? . al CD Permit Center Use Only I:.. H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: k Please Route I I Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11-19-02 A roved A roved with Condition 'rte Not A roved (attach comments) .° �' Y pp pp pp , r t 4• � Notation: REVIEWER'S INITIALS: 1 -' � DATE: LD 7/ `� VOA L L din . Permit Center Use Only `. CORRECTION LETTER MAILED: ::r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'tt {; n .; i5 . . am, Documents/routing slip.doc 2.213.02 ; * 1 iYlA�4M' IMIPRLtO{Y+YftMTra.RYv.��w.� -•r ...............«... .. _�. .._. •.. i. ....,.,.. .i ... .. .... ..... r. . -. ,.. •f - - �. �, : -I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 322 DATE: 10 -18 -02 PROJECT NAME: A & E Relocation Services z SITE ADDRESS: 18270 Seg ale Park Dr B ce w • _ . x Original Plan Submittal Response to Incomplete Letter # U CO o U) Lil Response to Correction Letter # Revision # After Permit Is Issued • F w 0 DEPARTMENTS: M u.¢ Building Division n F ire Prevention X Planning Division n N a = w Public Works n Structural Permit Coordinator z 1- ZO w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-22 -02 m o U . Complete n Incomplete n Not Applicable 0 ! tLI Comments: _ u. O Iii z Permit Center Use Only — O I- .. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z t Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 1 Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: `i , APPROVALS OR CORRECTIONS: DUE DATE: 11-19-02 A pproved Approved with Conditions v No t Approved (attach comments) • `; At � ?3 Notation: REVIEWER'S INITIALS: 2C 67n DATE. /v /2 9 P: r" a. • Permit Center Use Only CORRECTION LETTER MAILED: �; ., Rd. Vi il.g nt 3 • Departments issued corrections: Bldg El Fire El Ping El PW El Staff Initials: : , `� . C413 Documents/routing slip.doc 2.28.02 i l . . . �J " ��w�s'. CITY OF TUKWILA a R �. y Permit Center , x - ;,) .,,;.., 0 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 . X '`.. pi Telephone: (206) 431 -3670 1908 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION z STATE OF WASHINGTON ) 1- w ss. 2 COUNTY OF KING ) o CD CI J = �� v. • .c G ra 1 A 4k E L 2S , states as follows: -J1- ■ t e�l- w0 1. I have made application for a building permit from the City of Tukwila, Washington. 2 u.Q 2. I understand that state law requires that all building construction contractors be registered with the co d State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the I w Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have z i read or am familiar with RCW 18.27.090. z o in 3. I understand that prior to issuance of a building permit for work which is to be done by any D o contractor, the City of Tukwila must verify either that the contractor is registered by the State of o Washington, or that one of the exemptions stated under RCW 18.27.090 applies. ° I w i 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby - o attest that after reading the exemptions from the registration requirement of R W 18.27.090, I w z consider the work authorized under this building permit to be exempt under No. - \ , and v 2 will therefore not be performed by a registered contractor. p = z I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. .9cuJ'. & Gr--,1 . . • APPLICANT j LAE.4 ; ;•. Signed and sworn to before me this • �•ti� j .� 2) ( day of c :- ,20 ®Z . • �jl L, /}� 4 Alt , qr F •''• < < <�' NOTARY PUBLIC in and o the State of Washington, a : residing at \ v4County. ,`11 , t� (� N A\- - ;lr = ( . Name as commissioned: p { A; - My commission expires: - 1 `\ L utii AFFCONT 1/13/00 Y 'Aw tz.f.,,,,,. i w .. .. ......, » . ........ .... .... .. .... I F *,..4i0....4. 1 r 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States of the operation is made into contracts of amounts Government, the State of Washington, or any less than $500 for the purpose of evasion of this incorporated city, town, county, township, irrigation chapter or otherwise. The exemption prescribed in district, reclamation district, or other municipal or this subsection does not apply to a person who political corporation or subdivision of this state; advertises or puts out any sign or card or other device which might indicate to the public that he is a 2. Officers of a court when they are acting within the contractor, or that he is qualified to engage in the scope of their office; business of contractor; z • 3. Public utilities operating under the regulations of the 10. Any construction or operation incidental to the . Z utilities and transportation commission in construction and repair of irrigation and drainage r construction, maintenance, or development work ditches of regularly constituted irrigation districts or J v incidental to their own business; reclamation districts; or to farming, dairying, v o agriculture, viticulture, horticulture, or stock or poultry uu) w 4. Any construction, repair, or operation incidental to the raising; or to clearing or other work upon land in rural LU i- d iscovering or producing of petroleum or gas, or the districts for fire prevention purposes; except when co u_ , testing, abandoning, or other operation of any any of the above work is performed by a registered W O drillin 9 g, g, P Y Y p Y 9 2 petroleum or gas well or any surface or underground contractor; g 5 mine or mineral deposit when performed by an owner u. 11. An owner who contracts for a project with a t a or lessee; = registered contractor; F- w 5. The sale or installation of any finished products, ? materials, or articles of merchandise which are not 12. Any person working on his own property, whether z O actually fabricated into and do not become a occupied by him or not, and any person working on IV j permanent fixed part of a structure; his residence, whether owned by him or not but this n 0 exemption shall not apply to any person otherwise co 6. Any construction, alteration, improvement, or repair covered by this chapter who constructs an 131-- of personal property, except this chapter shall apply improvement on his own property with the intention = w to all mobile /manufactured housing. A and for the purpose of selling the improved property; )— O mobile /manufactured home may be installed, set up, LL or repaired by the registered or legal owner, by a 13. Owners of commercial properties who use their own rii N contractor licensed under this chapter, or by a employees to do maintenance, repair, and alteration H z mobile /manufactured home retail dealer or work in or upon their own properties; 0 manufacturer licensed under chapter 46.70 RCW; z 14. A licensed architect or civil or professional engineer 7. Any construction, alteration, improvement, or repair acting solely in his professional capacity, an carried on within the limits and boundaries of any site electrician licensed under the laws of the state of ; or reservation under the legal jurisdiction of the Washington, or a plumber licensed under the laws of federal government; the state of Washington while operating within the boundaries of such political subdivision. The 8. Any person who only furnished materials, supplies, or exemption provided in this subsection is applicable equipment without fabricating them into, or only when the licensee is operating within the scope consuming them in the performance of, the work of of his license; . the contractor; 15. Any person who engages in tKe act'iv:ties herein 9. Any work or operation on one undertaking or project regulated as an employee .ofa'registered contractor by one or more contracts, the aggregate contract with wages as his sole comp�`safian; price of which for labor and materials and all other items is less than $500, such work, or operations 16. Contractors on highway projects who ha ie been being considered as of a casual, minor, or prequalified as required by chapter 15 of the Laws of h.` =; -w :; inconsequential nature. The exemption prescribed in 1961, RCW 47.28.070 with the department of rx this subsection does not apply in any instance transportation to perform highway construction, 4 ' '!' 'r wherein the work or construction is only a part of a reconstruction, or maintenance work. 1,::.''.;.f " larger or major operation, whether undertaken by the same or a different contractor, or in which a division r `' ", c AFFCONT 1/13/00 .: : k : /. .., ._. ................ &'M'•.d.`HHM+zn a. r rt %'r PS. ii.^.`. i% ri.`..l`. YNST4'. n` n>. .IrYV,r.rvS:n +,- ifi"1w;5ft('.'re f',.I:tr:...f4:t5 ^.:lam,.,,• • revision floor plan