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HomeMy WebLinkAboutPermit D01-015 - MIDWEST SIGN AND SCREENPRINT - PALLET RACKSDO1-015 Midwest Sign & Screen 401 Evans Black Dr. City of Tukwila Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington Q8188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 022310 -0033 401 EVANS BLACK DR AWSE DEVPERM TUC RACKS 001 North: N/A Contractor License No: NORTHWH275JF MIDWEST SIGN AND SCREENPRINT 401 EVANS BLACK DR, TUKWILA WA 98188 RAINBOW ASSOCIATES LTD 22820 148TH SE, KENT WA 98042 SHADOW WOODFORK 31620 23 AV S, #321, FEDERAL WAY WA 98003 NORTH WEST HANDLING SYSTEMS INC 1100 S.W. 7TH STEET, RENTON, WA 98055 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: EXISTING PALLET RACK TO BE BOLTED DOWN PER FIRE DEPARTMENT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: 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 ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTACT CONTRACTOR TOTAL DEVELOPMENT PERMIT FEES: $ Signature: J Print Name:_ i i LitOWA DEVELOPMENT PERMIT Occupancy: WAREHOUSE UBC: 1997 Fire Protection: .0 South: 0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: 188.0 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: _0_41-et-AL _ _ Date:/ 1a — V I hereby certify that I have read . examined this perms and know the same to be true and correct. All prov ons of law and srdi nces governing this work will be complied with, whether specified herein or not. Permit No: Status: Issued: Expires: Phone: Phone: 253- 941 -9929 (206) 431 -3670 DO1 -015 ISSUED 01/30/2001 07/29/2001 Phone: 206 255 -0500 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 performa. a •f work. I am authorized to sign for and obtain this development pe Date: 1 --3a _O This permit shal become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 401 EVANS BLACK DP Suite: Tenant: Type: DEVPERM Parcel #: 022310-0033 CITY OF TUKWILA 'ermit No: DO/ Status: ISSUED Appl ied: 01/22/2001 issued: Ci 1 .70/200 i ******* * * ** * * *** * ** *k*tkkA4 *k*AAl4kk * 4 1A F4RAkek *A *A A ARA a kkkk *.444ka t r&* Perm i t Conditions: 1. No changes will be made to the plans un 1 ess approved by the Engineer and the Tukwila B u i l d i n g D i v i s i o n . 2 . All construction to be done in conformance w i t h ae oro ed plans and requirements of the Uniform Building Cede (199"r Edition) as amended. Uniform Mechanical Code (1997 Edit;ion). and Washington State Energy Code (1997 Edition). 3. Validity of Permit. The is .uanee of a permit or approval .rt plans, specifications. and computations s h a l l not be con- strued to be a permit f o r . or an approval of. any v i o l a t i o n r of any of the provisions of the bu i 1 d i nay code or of anv other ordinance of the jurisdiction. No permit presur,ling to give authority to violate or cancel the tyrovisions of this code shall be valid. 4. All permits . inspection records, and approved plans sha l 1 be available at the lob site prior to the ;.tart of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. ***FIRE DEPARTMENT CONDITIONS* ** . The attached set of plans have been reviewed by lhe Fire Prevention Bureau and are acceptable w i t h the f o l l o w i n g concerns: 7. Storage may not be closer than 36 inches in 311 directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 8 . Storage may not be closer than 1 8 inches below s p r i n k l e r heads. (NFPA 13, 4 --2.5) 9. In double row racks with height::: of storage: up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 13) 10. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 11. Where storage height exceeds 15 feet and ce i i ing sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column. (c:) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 12. Aisles leading to required e .its shall be provided from all portions of buildings. Aisles located within an accessible route of travel s h a l l a l s o comply with the B u i l d i n g Code requirements for a c c e s s i b i l i t y . (UFC 1204.1) 13. 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. I 4 . An approved hose stmt: i on requires plans rev iew. , (Plans must be submitted t the Fire Marshal for apprc 1 prior to installation.) (City Ordinance #1901) 15. Racks designed for high -piled storage must comu l v with section 2207 of the Uniform Building_ Code. Please contact the Tukwila Building Department for details !:'ertaining to design and installation standards. 16. 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. 17. High- -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special - hazard commodities such as rubber tires, elastics. some flammable liquids. idle pallets, etc., the critical pile height. may be as low as 6 feet. (UFC article 2, sec. 209 - -H) 1 8 . Contact the Tukwila Fire Prevention Bureau to witness a l l required inspections and tests. (UFC 10.503) (City Ordinance *1900 and #1901) 19. This review limited to speculative tenant space only _. special fire permits may be necessary tiepend i nq on d e t a i l e d description of intended use. 20. Any overlooked hazardous condition and/or v i o l a t i o n of the adopted Fire or Building Codes does not imply approval of such condition or violation. . The plans were reviewed by _512. If you have any questions, please call the Tukwi 1a Fire Pr c.ver►t ion Bureau at (206)575 -4407. I hereby certify that I have read these c o n d i t i o n s and will comply with them as outlined. Al 1 provisions of law and ordinances governi nq this work w i l l be complied with, whether specified herein or, not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating constr rction or the performance of work. Signature: Print Name: Dote: so Pro' ' ct rr amee ant: ;I U� - C <-1 br R �'rt a i s�PpL y Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family * Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motet/Hotel ❑ Office ❑ School /College /University ❑ Other Va o Const tion: r 64:2; . ` IFS - / ©n) Site pd y ° G killwS $t tz- - il-i vC - 1 - ii w/A City State /Zip: - , v:\ S'r Tax Parcel Number: Property Owner: )( I- t -, , \ r° t1 %, 6 3 - x/43 Street Address: 22"° I `Ik - h- S-. Y..rvn City State /Zip: vA--• 9101,_ - fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engi a r. � Pho� (G5 fy1 -19zy- Fax pc 3) fit -0 Street Address: 3( Gyo 21 0.0 es-vf 5 sv rre sZ1I City State /Zip: rfrAiirt 0`f jah-9:tot Contact Person: l 01 WvaDPat,t-i'N Phone: Fax #: s /1'S 1(1-6.:U i:- Street Address: City State/Zip: Description of work to be done: SI S i rvlo Q ftUd '1 AIAut,‘, .fit~; F4) : w 6 Pi�ft- F lzF t�t-(rr % Existing use: ❑ Retail ❑ Restaurant ❑ Multi-family I Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family * Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motet/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? -T•` yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Cu r\ -{ 1511 -,n i YAS fire alarm ❑ none ❑ other (specify) Will there be rack storage? i yes ❑ no [OL.i Existing fire protection features: Grl sprinklers ❑ automatic Building Square Feet: existing Area of Construction: (sq. It.) Will there be storage of flammable /combustible hazardous material in the building? MI yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date application accepted: CTPERMIT.DOC 1/29/97 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TUfr 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 be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Cud) cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage El Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ 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. 1 -2Z -o f Date application expires: 1 FOR STAFF USE ONLY Project Number: Permit Number: V n 01 0 (' ❑ Flood Control Zone ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public • 0 Water Only gal Schedule: ❑ Hauling Ap taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWE ER »R - HORIZED AGENT: Signature: 'WP" Date: I —22 -07 Print name: d j L/N `,- Phone:I f?) 4-0r Fax Th 3 -40 14 ( t.,, , t' - Addreskd t c �, eeji__ aid, c: j� City/State/Z �. A, i t .LUl 01 ALL COMMERCIAL/MULTIP L,Y TENANT IMPROVEMENT /A - ATION PERMIT APPLICATIONS war BE SUBMITTED mu THE POL WING: y' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER !' ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercou and their buffers (change of use only) Z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved I--- W 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change j of use only) 11. Location and gross floor area of existing structure with dimensions and setback v cn o 12. Lowest finished floor elevation (if in flood control zone) cn w 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H - -J H 9). u) Li. w 0 ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled 2 ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of L cc any hazardous materials; dimensions of proposed tenant space. = C7 ❑ ❑ Vicinity Map showing location of site Z H El El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w F- w rack. Structural calculations are required for rack storage eight feet and over. v a ❑ Indicate proposed construction of tenant space or addition and walls being demolished o F- ❑ ❑ Construction details w w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u- 0 water supply to sprinkler vault with documentation from contractor stating supply line will meet or w w exceed sprinkler system design criteria as identified by the Fire Department. v F= r ❑ El Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z � ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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/sngineer, 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMI I'.DOC: 1/29/97 ea/ MIMS of FE/ UM P al& awl 4** 4********i*. ** 4 A k 4*** e * } h4 h h* k k * l t . 4A k k k 4 4 4 4 t 4 'r 4 F k! t A. / 4 .F CITY OF TUF;WILA. WA I' 015 TI'fgr! Nit** * ** * * ** 4.kt ** * *h k - k**h 44 t. *thth4* *** k 4.4 tt4.4* to t � A 4 4thh.t41 1 t TRAWAIT Number: k01001 :'0 Amount: 11;,.x';, (h!:()701 ()/01 !_:.at Payment Method: CHECE, 00t4ti n: iiCDWESC SIGN Nitr Cniy, _f Permit Nu: 001-015 t +!ut3: i ?Et..NI_Rti i;•El%;: o C f Parcel No: 02230-00:,3 Site Addt'e5a: 401 EVAN3 i1LACI OR 1 h i; Payment 11`,.75 1 ota I ALL I`rtt,: 18i;.0c; *********•************** 6** k * * **A** * *r *'4. *Ak* * *Af:*l it* * *A* * Yhd Account trade 000/322.100 000/366.904 Oecrintion R U l L C)) ra Ci O C{ O U S.; :1TiafE RfJi1_0{06 SL {RCH{4R1.3E MWit y k*AA**************4***** A#AA*AAA**AAA0*ic*A*AkAlkfliAitAkkAAAAAkAAk C.1 1Y OE TUKWIL A WA . k****k*****A*****A**A**1 *A****AAAA**A*kA******Or4AAJAA*AAk*AA#A ) IPANSM1F IHANSMIT Number: R0100082 Amount: Payment Method: CHECK Notation: M1DWES1 S1 1-44 AND 'Init.: MN 0.31 01/?2/0) n9:4/ Permit. No: D01-01S Ivw.: Of VP1 PM DEVIIOPMENI P1 NMI Parcel No: W23)0-0033 Site Addre5ei 401 EVANS Fit ./\C DP rhhi Payment Io ta ) F 188.06 1 2.31 rota! All Pmt: 72.i1 Balance: 115./5 Account Code De:3criptIon 830 Amount. 000/345. P1 AN CHFC1( NUN: 1?. 16218126215231223:- Y 23 1 7.1.0 TOTAL T. C 1 TO ROSENAU & AS ,,OCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle. Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory 26 June 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Midwest Sign & Screen Printing Permit Number: D0 -015 Address: 401 Evans Black Drive Job Number: 01 -119 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of our handwritten reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Anchor bolt installation Sincerely, ROSENAU & ASSOCIATES, INC. re") aL.P Report Manager JLP /jp fax c: Northwest Sign & Screen Printing Pr . t: /if d� - �1 /( v� �, " r?s Type of Insp lion: 1(L. sf H • A•dress: / , Date called: Special instructions: Date wanted: / 1 /�2 e,- ( '" a.m. p.m Requester: -- � �( / / ( ( Phone: 'i`l1 �J w i ff� f 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: (3 k Y1C� PERMIT NO. (206)431 -3670 I Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: / ,c/icti Pf#7 Type of Insp • bn: . ..-. S Addr s • er 4. "Atc4 4e Date ca ed: / , „2 : ,. e 0/ . ___ Special instructions: Date wanted: a.m. C.: ---' Requester: 7";, .2/1,5.14/ Phone: (a't9 4" ) 4 /...:53 — &eV INSPECTION NO. INSPECTION RECO( ) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: tnspectop Q C OT t 0 vk PERMIT NO. NO. Corrections required prior to approval. 10. Date: Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 Receipt No: Date: - Project: int WI' i SIgt., Type of Inspection: , S PeCt 4 1 Address: 1- 101 I^ V4 \c c \c. br Date called: (1) Special instructions: Date wanted: _ (O') ©' a.m. p.m. Requester: ' IDt \r Phone: 2 INSPECTION NO. COMMENTS: INSPECTION RECO( Retain a copy with per`init CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 k Approved per applicable codes. (t PrPtVC'C\ -! i 00) -o i 5 i r v' PERMIT NO. (206)431 -3670 Corrections required prior to approval. J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ecP tion. Receipt No: ; Date: COMMENTS: , i.) 1 1 PIA LeliPe 4 (i)ro 4 r ,,t lc( ck l)4 . to calledq. SiS ecial instructions: Date wantet f .43 y- r r A IA I -0 itii.At't Phone: i on( CA L V i i v ' ' ( -\,,, f r \- () \/P 1 i t i 1 t -vos\ tA)‘4tAN of)v)- S-4 _ f) i P 1) ?\ t t 1 at't -.... 1 0 I •C I\ -0 i r I ri ' ' S 11 L 6 C I c 141 1 41.". b-h? po SA PC5 J O/1 \i P v , ' (Y't 1 i 0 (1 0 \OCkdk 10.Nit .P1 .1 . Project idwid —Cf , „-tqa.i 7 Typef Inspection: r _ ac k - rt .. ['cress: lc( ck l)4 . to calledq. SiS ecial instructions: Date wantet Requester: Phone: P INSPECTION NO. r INSPECTION RECOrt.,' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . 1)31 - /5 PERMIT NO. (206)431-36 Approved per applicable codes. orrections required prior to approval. Inspect° A 417 Date:/_ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Report Number: 001 Inspection Performed: Anchor Bolt Installation Project: Address: Client: Contractor: Inspector and Date R. Bogle 3-6-01 . C o 'es to: x Midwest Sign & Screen Printing 401 Evans Black Dr., Tukwila Midwest Sign & Screen Printing Northwest Handling Systems R. Bogle Visual inspection for anchor bolts at legs for storage rack located following lines between lines B to G and 3-7 -01 lines 1 thru 7 using Hilti anchor bolts Wx4 W. No spinners found this date. Work in accordance with approved plans. Conforms Owner Architect Engineer x Contractor x Building Dept. ROSENAU &AS: JCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tei:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Visual inspection of Hilti anchor bolts KB11, Wx4 W. Not ready as of this inspection. Reviewed by: D01 -015 01 -119 Anderson Peyton :.r?.e-r..e2ti This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Address " ) I Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Are Chief Permit No. J) / 'DL) Project Name /v1 v( t.-J../ ( Suite # Date T.F.D. Form F.P. 85 f — ' I Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 575 Date: 12/12/00 Time: Pa 1 of 10 Distribution: Dean Peyton Bret Brasher Project: Midwest Sign Project No. 00.202 Todd Larson Person: Todd Larson Phone No. 206- 433 -8OR0 Company: Mith*est Sign and Screen Supply Co. Fax No. 206433 -9021 Sub'cct: Stara :c Rack Overturnin f Calculations Sent Via Fax E Mail G T3illing File M [iO❑ Anderson - Peyton 000 000 Structural Engineering Consultants it Division nf.I C' Con.tainantr, Inca 31620 23rd Ave. S. Suite 321, Federal Way, WA 9A 003 Phone: (253 ).941.9929 Pax: (253) 941 -9939 ' {206) 292.0940 (Seattle) _ i� Memo 1 Fran► Sltadmv Woodfork (Memo Revised 12/12/00) ©Memo ❑ Ph Log ❑ Confr. ❑ Info. Pa 1 of 10 Distribution: DEC. 1 2000 (TUE) I I 47 ANDERSON PEY:'ON Mr. Todd Larson, Per your request Anderson- Peyton has performed an overturning analysis of the storage racks in your warehouse. The calculations performed were for the (3) worst case racks using the rack locations and loads you provided us (see enclosed Detail "1). Our calculations confirmed that the racks may be loaded to a height of 12' -6" with minimal overturning problems during a seismic event (see enclosed). However, the racks did not have an overturning factor of safety greater than 1.5. The 1997 UBC requires this value as a minimum if no holdown anchors are to be used. As a result, holdown anchors bolt will need to be installed on each column base per Detail p 2 (see enclosed). Three options arc available for the type of mechanical expansion anchor used to restrain the racks. The first option is to use a 5/8" Rawl Wedge -Bolt with a minimum embedment of 4.5" into the concrete. This option requires that the concrete slab is least 6" thick. If the slab is not 6" thick or greater, this anchor type cannot be used. For slab thicknesses less than 6 ", two anchor options are available. Both of these would require special inspection of the anchors as they are installed. The inspection is to be performed on periodic basis and shall be carried out by a licensed inspection agency. The first anchor option is to use a t /z" diameter Rawl Wedge -Bolt embedded in the concrete a minimum of 3.5". The second is to use a V:" Rawl -Bolt (Power -Bolt) with a minimum embedment of 3.5 ". Install the anchors per Rawl's directions and ensure they are attached to the columns with hardware supplied by the storage rack manufacturer. If you have any questions, feel free to call me at 206- 292 - 0940. Sincerely, Anderson-Peyton Structural Engineering Consultants Shadow R Woodfork Design Engineer #2Z51 2 (EXPIRES 4 -16 — Enclosure: (Detail g1- Storage Rack Layout /Loading, Detail "2, overturning and anchor bolt calculations) I\C•tehMintquci :.16 :∎10 V1 1] 41_ M1( ul wectSvANIldae .1f1ttLSla,noilr:vit:ddoa Oot— os) PAGE. 2/1 0 DEC. 12. 2000 (TUE) 1 1:47 ANDERSON PEYTON Da - 5'f 1244E teittx Wm /T L orton , LAytitor PFt MO u,,sr s /4N) A3 ftl 113 A 3 CZ Ati f rH t p Pr A31A -31 3 63 1 s 46" 1 fty l RN I gy 1 SK f CO' By 1 P►5 AS Prg ar3 1 R3 i kj I 11.S p 1 Rea vs s wb T KEW •: (� ��� W s;cfL y-sIIb lb G : s �� D: `� �. 1,4.A 4E 5. = odolb NUYAssiu. ^ 5 �.r'° ' FACE. 3 /;0 u DEC. 1 2. 2000 (TUE/ 11 :48 ANDERSON PEYTON - ?o FASTENERS Wedge - Bolt" Power- Bolt INSTALL (1) 5/8 "0 RAWL WEDGE -BOLT ® EAC11 COLUMN WITH A STANDARD WASHER AND A MINIMUM EMBEDMENT OF 4,5" INTO THE CONCRETE. FOR SLAB THICKENESSES LESS THAN 6 ", IT IS OPTIONAL TO. USE (1) 1/2 "4 RAWL WEDGE-BOLT OR POWER -BOLT ANCHOR 0 EACH COLUMN WITH A MINIMUM EMBEDMENT OF 3.5" INTO THE CONCRETE. THUS OPTION REQUIRES PERIODIC SPECIAL INSPECTION OF THE ANCHORS DURING INSTALLATION. BASE CONNECTION ANGLES AND FASTENERS TO ATTACH ANGLES TO COLUMN PER RACK MANUFACTURER `rr PLAN VIEW N.T.8. TYPICAL STORAGE RACK COLUMN BASE DETAIL EXISTING RACK COLUMN PACE. 4/10 Mork CI C. TyP 1 0 035 &..4V R; 2 0 03 Conrsta MRF end Eno paced cternes S 0 02 MI ether Maga vent 3co Preto Type 1 SA 2 Gm 3 Sc 4 S 5 61 5 Sc DEC. 12: 2000 (TUE) 11 : 48 ANDERSON PEYTON 2El8mic: cem3394se_Shedt Selanile Zone e 3 R • Soil Profile Type r. 4 1+,3 12 ft C,(Enter Mod c 3 r = c,00 fat v3c., 22.Z p35.6 Solunc Zflf10 FACTO 0 3 9ypeurn & wood panels SD (Check) ° 0.02 .013 Period C / WT-- 0,748 ' RT Atrial Duo Due Shem �4 •W = Erter Na N. 2 Enter Nv 0 .S4 Devith Mite Allellf 2.X7 v......____1...w 3.81 'V/ C. ° 0.33 Gh411 net owed R V =.) IC„I;V t o ado IN c. d 0.38 Shall not be less tlinn a 82N I I = • w o oco •Int Shill nn n be less tom R (Zone 4 only) A110%141710 151118 31`tAr 0.115 •W PACE. 5/1 0 4110 • Olvided by 1 4 Finer tot Scrims her CI)C 1612 DEC. 1 2 2000 (TUE) 1 1 48 p ANDERSON PEYTON OOOAnderson - Peyto,n CM Structural Engineering Consultants 000 A Dl•hlon of ACP Cumviluulte, Inc PROJECT /v1/o e - r s)4 '/ s 1t te,f ieetegc • _ -,. 1- .LL: -1 ' I 1 • 1 - ' . I : i • -�- -•. ! -�_ I - f " _ 3_.. -• . t :, -1 -- `- '_._:. . -t • 1 —•—•I•_I .i ( - I 1 i + { ` i. 1 _.t__,__t. 1 i • I i-- I .I i I ' ' t ; ' ' 1 - -• r ! I ' i - - - 1 1 .t 1 i " . - .., 1 . F . 11 _ .I ... .1.. . ;"i . " , 11)1 ' . ,. .1... —,...16-1 7 -_ , T if- 1 ._.4........_.. . j ., j_ ...1 . 1 , .. i t , -, . 1 I I _ � � I . 3' I _. ..-G3a ' �. r .. _ 5• t11.. ?LS "t...1-- . 493... .-4• j -'r 1 ; j ��; 1 i : � i t. ; . ;..._I_1.. _ .- � ■ s I , i I I I t J I i . ..is(�C; J :: r' ' 34, a ? 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SHEET 4 ' OF ip DESIGNED tJ DATE ///4411 - - 1 - - Ci1fiCKED DATE • r - I •I ,. .- - -; I • I , I • ' • • ; • ; - - - - r I 1 I I '• - :, - • 1 _,: �l__1• ( 1i:4hci (1904) &4 ;) : 1' r'(� • b 9/)(7:is r. 44, 9 )G 5.1 }) •(1.4i4) 0 ►1 F ,L. 1. i I' !- ... . ` .t -I» . , -._ ,.._.! .I i . .1.. •y�1_ ! t - ( I ' - ! • -' - • 1 I •i I , ',----1 - - _i- `: - .11:-•':-.J• •-r .- - 1.- 1--�• -fr ,.,ZZ4p' ? : {i (' :r1►.419 I ' 4s; e I. /.:l,s 5 r ' .•. 11 s ):� - � :�io; - 4g��'st :_. i L i..�_:r- : 1 __t_ i ,`joT.;`' -CIo, A' )[,3Q -; - ---)-: 38; - -F'''. . - - - : 1 1j . — M . .. -, __i t ' �_..- - -�•- -� -- - - -- - i • ,R.. I C 1�.sQp.24)(3') 1 � I I I ► g S , _ ` . i , _ I'S :'�7, a< , -- 1,_ / . ■ 31 .�. V_ I - - �--- • - -r•' - -1 -- I--1 -• . - t-- t j.... � l I I I -a I 9M I I � r " ' 3111'' I tI ( 1 _ c1ttC ro v > :1u�4 � °.4' -� '��� :1dzC4M_:TZr _�_ _ I t I I C L ' - ISA i i - I I I i I f . : tom C 3W . 6 ! VI '3I1, ;uo 21.6 U3 S, -;�� t � ,., I • i3 ;o -- I - n o S i .... 1 I . 1 i I Il 1 I 3 - 31620 23rd Avcnuc South, Suite 321 1- ederul Way. WA 98003 (251) 941.9029 Pax: (253) 941 -9939 Scelrle / 1?uwtside (206) 292-0 40 I 1 -- FACE. 5/10 i DEC. 1 2 2000 (TJE) ; I 50 ANDERSON PEYTON •, OOOAn'derson - Peyton 0 00 Structural Engineering Consultantx OM ADivlalonofACPCi+nouitanu.)nc. PROJECT , i1/1 Esr S7D/M E CHECKED • DATE '�70 ( I 1 1 i �. t i i 1 i ' i ' I, ' 4-.4e t • • /,6;/! 1a' - ' 1 1 , - - - --� - l-•r• -•- I - -t 1 - .i 1 - t • i._ - • • _.�._' -� 1 . - 1 • 1 i. 1 - .1 , 1 - - -i -' -, -- - 1 . - -- i— ;__1 - -- I_ . i _�.1- I - -?- • "'I i,,__, .._b_ ____. _ . 1 • ; -.): ;.. i ,,,' ; , ,,,,.._ 1. ,; . 1.-;,..i- 18 -,,;. x 1-.L.---E--H--2--:-J.-1 1 i 1 ,- ; 1 - 1 ' 1 1 -- .- i 1 .j I. ' I I ..I- • 4 _ . ; .: ,. t. '-- i -1--= 1--1.....1. .._L_ -r . i 1 - --- ` • 1 , I i t V] - - _1.'4 � - ----- 1344 -.1 ! ! .... 1 . , 1 , i .1. 1 Li_ _1 . • ' .1. 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(253) 941.9939 Seattle / Enstslde (206) 292.0940 1013 4 ac. eo 2 SHEET OP .1O DFSiGNED CL's DATE /VO/,k,, PACE. 7/1C DEC. 12. 2000 (TUE) 1 I S4 ANDERSON PEY T ON 'XJOAnderson - Peyto.n 000 Structural finginr.oring Consultants OM A Division of ACP CnMJiUtnm tnc. PROJECT .+4inu,tc;.r SUN Sto ✓?.t</4S 1 . .. f 1_ --- ` - j-- i-- +- ? -- } - + .. ' ' - - _. - I - ! . • 1 ._ ' ` t- - ' i . t I 1. -. L. I S /N4z ; / / 421geA.4f11 . ecs, ..i . ti _ A/ 1(• CJ? 2:_ _ Ldtb.k_.Z'.•2bo;I.C L_C ._� -.i.r ' ;_ -(_ ; 1 ... � + } i_ F_ -}• --1• I ( L : I J • i 1 1 1 i I I t t ' I 1 ---7 - 1. - 1--,---- : I 1 1 i - - • i .1 1 , 1 - l . i t • •., /Pr r G /it,5el,- ►0. �; 1 1 - 9 T4 &1 30 r-__ 441- 4, <A1l D )- ! -- -' - - - - I . , - - t ._ - • C - -. - • - _.._._ J . (. { I. 7 1 i I • -• - -- -• - - - - s . • . • 1 (. .i - -i -L_ I . _... _ ,_ n __. J T i , ' - r- 4,. 1 {,• 3 L - ! _H' -I ,._,._ rr . i . 1 _{. 1 I 1 • • t- : io- - -_'--,law .rao' O ' ..a- 't'_ l . i_ r' w'_ ` f lMiA''i { 1 1 1 ... r r F _ - • - .:_1J�1�1_IYcu��Ii1 - .I 1I ... �Il?c ! 1 . , -• _ (..t..�NooIPS A .teNG S.l Rkt ._ �_ ! - . f . 1 � 31 d ,�_!,t fiS� -�i1 I v + r�'�S p � �g, 'd ;rS } I ,_... E. • JOB # SHEET 8 OF Jo DESIGNED sew CHECKED DATE • 1 I i r . 1 "• • 1 ..1 I t 1 � { _•'�A : - L /Nte�St - -F �_ aft:_I 01.4(1645 °-- .�,2sotA5 :d; - -I I 1 . _1 _L_ :_ i t - Astr Sx+ + . " 1 : 1 ,. ' I • r - :: + ... 1 --1 : - .... i .1::1 4- t :4 il!SFJ...11. - , `41C.4..I'eo4 " 1-;i1.-; s I , y , I I J - - �- --� 1 � ---_I .. _- ( 1 i _• i t - 1 I . _1 I _ .. -• -- - t'c/ - 1--- Ytis(1 . .PA& }4/3d_ :'. 4 - ' . , tN.kE 'I - 1-41x.4 I #P j4 ; _j _ ' I -•.. ! I i 11 A � ✓ - r 1. _ t - ' -I--' - 1 ... I. . .—i----- ,.. I .. 1 } . I_._....... ;_: ' i. ' : , .. ity5 Fcnoi+;.t►1+j+?E , c) I ,, _.. ; I t ' j - • 1 i -- -- I. ' , I - -•i- _ �. ..'tZlw4 � ....,,s_ 7 iw • - 5i..�'l '_'ii+?�t' - � iw ■ .._ • . j_ . 1 I 1 l .. .. . 1._., t... ' _ _._ ' 1 I • : i _1 I � _. ' 1 .. - • • ' . .!! ,! ! . : -. I - r I .,. fe.f 7 9 , i . 1 _._ -: i .1 ,. ' _. " ; ' i _ I .. : � : __ X3.. >_� x :- _{ r .1..1 f 1 .. I _ ► I J. {-.. 1._ _ .. .. .. t J•I• I �) 1 .I _.'. . �_.i 1 1 { , _ �_.�.. O t ' _,_ _ t _ I . ! I t _l..l. 1. �. -t ! 1 t t - �_..' � : f t _ ; t 1. 1 _ : _.._ } ! _ J .1616. S & '.. ;._' 1 /1, 4 t4 A�' ),I I._ • S ' I r l .l 1 i_ .. 1.., i .. :-.,_.._• - '..j_...t__•- }_-r.. I i ! i 1•- �_J._ _3..._i. ( _i. :____4_. __1_ L .I..' _1 , 1 .t,i SS_ E' : . o `cu - 1 .12 L 4 5 :4 r --•- • 1 4 `2 9iI - - 7 )iI 1 .} • °a_n! O}vt i uvb 12G r_ S Oi�1 t ? ,1 _. _ 1 . . ; C :__ � _ ..., . ' _._.' - Qu .. _ _ __, __ _ __ _._. I r .(. • 1 1 -' . -' ii • j :I ' • _'t!t 5E_:_._ ; , C'ff3icido. . .)t,..°1 a� - r - - j , -1. • 1- •- ----1-• ,-- . - -1- ! i 1 ( 1 -,_-,. ` .i. . !__:.' -! I.' I , { I_ 1 _1 , v s4 �� r ; 4 IF . t y_F •i§ -�PoiJ tom ' 31 S1 _ ?! - _ - ' • 1 • 1 . M 1 • I • * Olt. ' .1_ , _ 2 - . .I. � 1 I - n— __ ___ 1 ,- ' 1.. j .1 I 11-1--1::: ' �-`_ _ 1 i _ 1 J ' I - -• J, I. ( J i _'• I � I. I I - , I i � �1 Ii I •� t II !'I iI i h 1 -. - (. � .� 1 -I ,! I I -I . , - r - -, -, -1. � . . . ' - -- 17--1 - : •-- °r- I i I -I• -- ! -- 1.. + -II •i - - =- - - - - -- - --- w ice' i 1 - 1 I PACE. - o /I DATE 31620 23rd Avcnuc South, Suitt 321 Federal Way: WA 98003 (253) 941 -9929 Fix! (253) 941-9939 Seattle I Eitithide (206) 292.0940 A$CNOtI CIAM.TER pnnn) HININUM EMR!DMaNT peels) MnTH SPECIAL MOPEC:TI TM Otrf PQC'AL IN4 /EG , Cenefste et►engtn, f, Coe veto Etrengtn r, 2.040 pet 1,007 pal 0,000 pet 1 6,000 zei 0,030 psi 7,000 pel 7,000 pal 4,e00 ;II 6,000 pe! E,000 pel 1/< 1 230 303 380 400 415 115 155 150 200 205 1 440 315 S90 605 620 220 260 295 - 305 310 2 700 IMO 1,060 1,155 1,241 330 440 53t) 580 625 1 1.055 1,140 1,225 1,271 1,315 53n 575 615 640 MO ) 14 1 333 600 665 715 760 270 305 335 360 380 2 823 930 L 1,030 1,165 1,200 415 UPS 513 SAS 630 2 1,113 L255 1,390 1,615 1.R35 560 63t) 495 810 920 3 1,545 1,770 1,995 2,135 2,475 775 SS0 1,000 1,120 1,240 3 1,973 2,290 2,600 2,555 3,110 990 1,145 1,300 1,430 1,553 1 /2 2 740 HS 915 1,090 1,195 370 430 490 543 600 2 1,O1S 1,163 1,300 1,460 1,620 515 SAS 650 1 730 810 3 1.360 1.655 1,950 2,150 2,345 630 630 97S 1.075 1,170 3 1,315 LS30 2,120 2,550 2,975 760 910 1,060 1,275 1,485 4 1,905 2,410 3,315 3.315 3,315 955 1,305 1,660 1,660 1,660 1/ 2 853 1,020 1,180 1,455 1,725 430 310 590 730 865 3 1,140 1,495 1.845 2,045 2,240 570 730 Al IFF 925 1,025 1,120 4 2,070 2,630 3,190 3,385 3,580 1,035 1,595 1,695 1,790 2 r 610 S 3,360 3,960 4,555 4,633 - 5,213 1,630 2,230 2,445 5/ 3 1,080 1.350 1.620 2,095 2,565 540 • 5 RIO 1,050 1,235 4 1,300 2,420 3,035 3,270 3,505 900 1,210 1,520 1,635 1,755 5 3,100 3,440 3,780 4,315 4,650 1,550 1,710 1,890 2,160 2,425 6 4,395 4,460 4,520 5,355 6,190 2,200 2,230 2,260 2,630 3,095 DEC. 12: 2000 (T, UE) 11 55 ANDERSON PEYTON Page 2 of 4 TABLE 1- ALLOWABLE TENSION VALUES FOR WEDOE•BOLT ANCHORS INSTALLED IN NORMAL•WEIGHT CONCRETE (pounde)1•2• .4 PAGE. 9/10 C O 0 ER•5788 For S1: 1 inch o 23.4 mm, 1 pound = 4.44 N, l psi 6.89 ime tabulated tension values are for anchnrs Installed in nornutl•weipht concrete haring reached the dsigaated ultimate compressive strength At Woe of Installation. Linear interpolation may be used far cani.rete strengttu between those Hued. 2 Spncing AM edge distance shall be In accordance with'Ihble 3. 2 A Ito wit a tension) tent may bo Ir.tcrnot between concrete soca tits or entbedR de ths. l3xrcannluiart ie 11r,rj. e rTlte allowable tension loads may be adjusted In accordance with SeuUun 1 612. of the code for short•tct n loading due to seismic or wind forces. ANCHOR DIAMETER root, DISTANCE FOR FULL. ANCHOR CAPACITY (araioat aiauncoI DISTANCE FOR REDUCED ANcnsais CAPACITY (minimum dLUnesj REDUCTION FACTOR! SPACNO BETWEEN ANCHORS (s) 4.Oh„ 2.0 E 0.3 EDGE DISTANCE- TENSION LOADS (Af) 11 D 50 0.7 EDGE DISTANCE - SHEAR LOADS (bt1 12 D 5D n.35 ANCHOR DIAMETER root, EMBEDMENT DEPTH !tuna. INSTALLATION TORQUE CVIDF. VALUED .tee. r',+ 1.000 pa r.• 40O pet r',a COCO 05I TimeIon enex MEM TonsioI 6psar 530 635 Tension An•ar wtrno I. ! 0 Wttf eat ao. Ingo. 123 135 Mill (; 1 6127 1 265 la I,9 123 I 135 Wilk Co. In•o s 250 300 YViPleut ea. tt•.o. Carbon 6ufrIe a t /4 l'/4 4 4 125 530 I /4 4 4 270 t 50 635 1 /2 4 4 270 133 1811 280 140 645 380 190 84$ 2 /4 2 35 20 780 390 995 1,145 575 1,605 1,480 7.+n « 1,605 1 35 In 840 410 995 1.215 605 1,790 1.665 333 1,790 3 /2 i 33 20 1,100 330 995 1.100 75n 2,163 1,790 893 2,165 1 /2 2 1 60 35 1,075 540 1,710 1,46S 730 1,023 2,0S3 2,461 1 915 2,035 3 /,O 35 rS 605 1,710 2.05t1 2,470 1,235 2.465 S 1 60 35 , 623 1,710 �� 1,110 3,080 2,735 1.3665 3.000 4 14 2 i Intl 60 82t1 410 1,995 ' 963 2,995 2.125 1,060 2,995 4 100 60 1,295 640 1,995 2,190 1,095 3,640 3.275 1,643 3,640 6 100 j 60 1,295 640 1,995 2,735 1.365 4,674 3,390 1.695 4,470 3/4 3 110 1 90 1,415 710 3,095 2,045 1,026 4,025 2,695 1,335 4,02. 4 120 1 90 1,450 725 3.095 2,715 1,360 4,933 3.465 1,735 4,935 7 120 90 1.495 743 3,093 3.300 1,650 6.310 1 4.150 2.425 - 6,310 DEC. ; 2 2000 (TJE1 I I 56 ANDERSON PEYTON Page 3ofS 4,7 Anchors are limited to nonfire- resistive construc- tion unless appropriate data is submitted to dem- onstrate that anchor performance Is maintained in fire - resistive situations. 4.8 Use of electroplated or machsnically plated carbon steel anchors Is limited to dry, interior locations. Use of hot- dipped galvanized carbon steel or stain - leas steel anchors is permitted In exterlor -expo- sure or damp environments. TABLE 1- POWER•BOLT (RAWL•BOLT) ALLOWABLE SHEAR AND TENSION VALUES (pounds) PACE ;0 /;0 )0i/C) ER -5225 4.9 Anchors are manufactured by Powers Fasteners, Inc., TWo Powers Square, New Rochelle, N.Y., with quality control Inspections by CEL Consulting (AA -639). 4.10 Anchors are not pormitted to be subjected to vibra- tory or shock loads, such as those encountered by supports for reciprocating engines, crane loads and moving loads due to vehicles. This report is subject to re- examination In one year. Pot SI: I Inch . 25.4 mm, 1 psi e 6.19 kPa, I Ibf n 4.43 N t footepottnd = 1.36 N -m. 1 The tabulated shear and tension values an for anchors installed in normal - weight corercte that has ranched the designated ultimate compressive tw:n„h at the time of installation. Linear inte:aelntion may beused for concrete strengths between those listed 3 Tlte tabulated ratucs ore for anchors inst,ited with spacing "n c ge distance in Accordance with Table 2. 'These tension values arc applicAhle only when the enrhurs are installed with special inspection as set forth in Section 2.6 `,'[he 411owahle Inds MAY be Increased h S 1 / e'eont rn s a • sort kiw1In to dsmlc or wind forces. 'Cong slab thickness must be at ka cmplianec with Section 1907.7 of the code roust be provided. a 5")C 3., ")'• S,zsN C4ssu611 6 '$L. TABLE 2- POWER -BOLT (RAWL -BOLT) ANCHOR ALLOWABLE SPACING AND EDGE DISTANCE s.t,a 1 The listed vntues an the minimum distances required to obtain the Load vntues listed In Table I. h„ " embedment depth; A = anchor diameter. When adjacent anchors ore different sizes or a nbedmcnu, use the lnryest and deepest values for D and E. 1 The listed vntues Arc the minimum distances at which the anolwn can be set when load values are adjusted apprvprinicty. sl-ond values in Table I are mulupiiedby the Approprtato reduction factor when anchors aro installed at the minimum tpn:l0(t or edge distancr Itsted. lJse line.tr Interpola- tion for spatting And edge dist:.nee hetween cnucnl And minimum distances. 1+4+1t4te redttetlnn factors (such A, ►wo edges, Err spocLhg and edge, etc.) ore cAlcuL red sop:tntely and multiplied. DEPARTMENTS: Building ivision Pu W Works l C Complete I Comments: CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: FC; ^,P.SI COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -015 DATE: 1 -22 -01 PROJECT NAME: MIDWEST SIGN AND SCREENPRINT SUPPLY SITE ADDRESS: 401 EVANS BLACK DR SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision it _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INITIALS: 4 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions Fire Prevention a Atoc. Structural C C C Planning Division Permit Coordinator DUE DATE: 1- 23-2001 Not Applicable n No further Review Required DATE: DUE DATE 2- 20-2001 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) ri 6i1 n I I DATE: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -015 DATE: 1 -22 -01 PROJECT NAME: MIDWEST SIGN AND SCREENPRINT SUPPLY SITE ADDRESS: 401 EVANS BLACK DR SUITE NO: XX Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter it Revision it After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: �.7 REVIEWER'S INITIALS: Structural Incomplete TUES /THURS ROUTING: Please Route V Structural Revieg• equired C No further Review Required ri APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Co . it' ns REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: 1 I IY.K N/t Fire Prevention Approved with Conditions n n Planning Division Permit Coordinator DATE: I -- 23 - 0001 DUE DATE n C DUE DATE: 1 -23 -2001 Not Applicable n DUE DATE 2 -20 -2001 Not Approved (attach comments) ri DATE: )- Eq. - Not Approved (attach comments) DATE: PERMIT NO.: 110 -' b t5 BUILDING't'ERN11TS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/ivlodular Struct ❑ 00071 Mobile Home Tic Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 001 00 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation ❑ 00350 Crawl Space ❑ 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move inspection ❑ 01115 Motor inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ( 01700 Final - Building ❑ 01900 Final- Rcroof • ❑ 03100 Site Visit ❑ 04000 Special- Concrete [04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Rcinf Gypsum Concrete ❑ 04008 Special - insulating Conc Fill ❑ 04009 Special -Spray Fireproofing 0 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: • CONDITIONS '0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & cafes shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0/026 All structural masonry shall be special inspected [j 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all Ti w /in the limits oldie SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 004 I Ventilation is required for all new rooms & spaces " 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 ' I1 high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 003 I Comply with requirements of TIv1C 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Remo:" Plan Reviewer. Permit Tcch: Date: SU PLY Date: Z4 i4 2c61 1- ACTIVITY NUMBER: D01 -015 DATE: 1 -22 -01 PROJECT NAME: MIDWEST SIGN AND SCREENPRINT SUPPLY SITE ADDRESS: 401 EVANS BLACK DR SUITE NO: XX Original Plan Submittal Response to Incomplete Letter If Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 -23 -2001 Complete E Comments: TUES /THURS ROUTING: Please Route LI Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved vxeuuuFHx S•n PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete ri Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator C Not Applicable I I No further Review Required Not Approved (attach comments) u DUE DATE 2- 20-2001 Not Approved (attach comments) ri DATE: f )--y,O DUE DATE DATE: WE HEREBY CERTIFY THAT THIS IS A COPY OF OUR ORIGINAL CONTRACTORS LICENSE. NORTH WEST HANDLING SYSTEMS, INC. 10 00. Kevin Thomas, Secretary 11'.1WIrr$J fiJ) i 1 i.' 1 ion 11 1Kx11KPA1 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS COBS r !ONT. ' vENERAL-' oIn #e : EXP. 'DATE c l= Z` x ?7 ,ilY io /o1 /20Q1 Ei 04/0/1 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST • RENTON WA 98055 -2939 REGISTERED AS PROVIDED BY LAW AS CONST COPT GENERAL REGIST. # EXP. DATE CCO1 NORTHWH275JF 10/01/2001 EFFECTIVE DATE 04/06/1973 NORTH WEST' IANDLING SYS INC 1100 SW 7TH ST, RENTON 9bb55 -2939 1 Icsucd by DEPARTMENT OF LABOR AND INDUSTRIES .,, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. A Cal A 1 A A A , May 6, 2002 Todd Larson 401 Evans Black Drive Tukwila, WA 98168 Dear Permit Holder: Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -015 401 Evans Black Drive In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or If the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3870 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to June 15, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ,'<eVAL-74e_g•c:/V21 Stefanie Spencer Permit Technician Xc: Permit File No. D01 -015 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 14, 2001 Mr. Sha 31620 23r. enue S., #321 Federa • ay, 98003 RE: Permit Application No. D01 -015 401 Evans Black Drive Dear Permit Holder: Xc: Permit File No. D01 -015 Duane Griffin, Building Official City of Tukwila Thank you for your cooperation in this matter. Sincerely, l � Stefania Spencer Permit Technician REDE"ED DEC 13 2001 COMMUNITY DEVELOPMENT Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Catcri"Cr deo • SX6 ONE WC' 014 GO°111 b�tij � A33 A NDERS O N PEyJON � � � pp� �� R � 1 s 2"1 Efittm In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 25, 2001, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 November 14, 2001 Mr. Shadow Woodfork 31620 23rd Avenue S., #321 Federal Way, WA 98003 Dear Permit Holder. Sincerely, ,t.. ... � Stefania Spencer Permit Technician Xc: Permit File No. 001 -015 Duane Griffin, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -015 401 Evans Black Drive In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work Is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 25, 2001, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. • -- 6300 Southcenter Boulevard, Suite 4 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206.431 -3665 0 42X96 II 42X96 II 42X96 STORAGE 8 42X96 O 1 3..1 36X144 Q 36X144 1 36X144 t 36X96 1 36X96 J'36X96 p...1 tm 34X96 34X96 34X96 34XQ5 36X96 II 36X96 II 36X96 36X96 36X144 PLAN VIEW No R � TN SCALE: 3/32" = 1' -0" 20' -9 5/8" 20' -9 5/8" 36X96 I 36X' I 36X96 1 36X96 I 36X96 I 36f161 I 34%96 I 34X96 ' 34X96 I 36X144 1 36X144 1 36X144 1 t>9 36X144 36X96 36X96 - 36X96 36X96 34X96 36X144 I 36X1 1 36X96 1 36X96 1 36X96 I 6X96 16' 36X96 20' -9 5/8" 10' 12' 10' -5" DO(O - 5 = - CDwiG. 51M3 T ek4J s 1.16T DeeRmuJec. .: SPR -tM 14961.1K4 15 R gvtR lePROVED PERMIT :TENTER DRAWING NUMBER a � w ^ 3r " € Oc 8 w = U G �J ju