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Home My WebLink AboutPermit D03-017 - VALCO GRAPHICS - STORAGE RACKSVALCO GRAPHICS, INC 480 ANDOVER PK E D03 -017 z • Z • LiJ UO LIJ J= LL H Ili co LL Q =d I- _ Z HO Z I- n p' O N' D 1- W = U' H P ti! - Z U= OH Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 2623049093 Permit Number: D03-017 1-- f.z Address: 480 ANDOVER PK E TUKW Issue Date: 01/27/2003 W ¢¢ Suite No: Permit Expires On: 07/26/2003 J U 0 Tenant: co 0 Name: VALCO GRAPHICS INC CO = Ad dress: 480 ANDOVER PK E, TUKWILA WA N u' w w0 Owner: 2 Name: RWV PROPERTIES Phone: g Q Address: 480 ANDOVER PARK E, SEATTLE WA to u. = a Contact Person: F' w Z = Name: MIKE SORENSON Phone: 206 - 818 -4488 '~- Address: 1100 SW 7 ST, RENTON WA Z O LL/ w Contractor: D p Name: NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 0 Q Address: 1100 S.W. 7TH STEET, RENTON, WA 0'- Contractor License No: NORTHWH275JF Expiration Date: 10/09/2003 = w H rz u- O Ili U= 0 I DESCRIPTION OF WORK: PALLET STORAGE RACK INSTALLATION AND ANCHORING. DEVELOPMENT PERMIT Value of Construction: $0.00 Fees Collected: $93.60 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 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. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** doc: Devperm D03 -017 Printed: 01 -27 -2003 u.£, i:. �L- �, .;- i:;tx"Ca.�a..>'s„4tl�u..'r:. w'.il.t,k :�.� z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:. Signature: Print Name: doc: Devperm D03 -017 Date: / 7-27 -z73 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc work. I am authorized to sign and obtain this develo ment permit. Date( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 01 -27 -2003 a.�.. r1,:s.L 'nt.'wK:t Ndrw5,✓.: .s'tia:: -is uuw�S :;'s .: doe: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049093 Address: 480 ANDOVER PK E TUKW Suite No: Tenant: VALCO GRAPHICS INC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 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 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: ** *FIRE DEPARTMENT CONDITIONS * ** 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 8: Maintain fire extinguisher coverage throughout. 9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 11: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 12: To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) 13: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 13) 14: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 15: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 16: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 17: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details pertaining to design and installation standards. 18: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances PERMIT CONDITIONS D03 -017 Printed: 01 -27 -2003 Permit Number: D03-01 7 Status: ISSUED Applied Date: 01/17/2003 Issue Date: 01/27/2003 rNv.. .o %1C 11` 4.'.71 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. D03 -017 Printed: 01 -27 -2003 .._; iti: t� .t.s:r,.....,::;L;,..t':, :t�:, r.�;:.s::�a:.tz,t;'::- :�•s,h t , ,. • ;o, P ... ....... ... . ''SITE:LOCATION. Site Address: ` ?0 f f irkd o v.e.r' 6:, Tenant Name: VG /C. D Gra s c Property Owners Name: Mailing Address: 54. t Name: At ifZ Sr e. r SO ► - , Mailing Address:11 5 7'' s7', E -Mail Address: IZ'J -SO C (9r C h (ti/ S . co Company Name: Mailing Address: / 100 , 'W 7 x7` Contact Person: � t'c-e- S re et 5 o 'l E -Mail Address: S'0 re vl re> n G n c-•- S• Co Contact Person: E -Mail Address: \applications\pumit application (1.2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit M echanical Permit Public Works Permit No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Page 1 King Co Assessor's Tax No.: GCS (Q City Suite Number: n � Floor: / New Tenant: 0 .... Yes Day Telephone: ci e/e_ O./ T (S.e n 6 r9- �T cSv �.� Cit State Zip Fax Number: 1 743-c ` c -i )- g 6 1"4 C State Zip [ No City State Zip Day Telephone: 6' " e S ) (cl -- LA' cf. Fax Number: ;•, d-e-8 69 /1'4, Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** T . OF RECORD - All plans must be wet stamped ; by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: . RG:C 7-.S ( i1 + 6/16 /4 oer m 65- ,�A. - Mailing Address: , • 1, G O re- 5 Can - t c, ' trd- 0 V .4..4.% C 0-..0 City State Zip Contact Person: r( 06 in Day Telephone: / 7 S 7 c,-cic� CJ O E -Mail Address: Fax Number: S "/8 � S7 R-‘cD___ • Valuation of Project (contractor's bid price): $ 1 5 - 0O Existing Building Valuation: $ Scope of Work (please provide detailed information): F.- ( 14 /TIC G Will there be new rack storage? ❑...Yes ❑ .. No If "yes ", see Handout No. \applicationr\permit application (1.2003) 1/2001 e e. Page 2 5 r4 n S .( (a'l for requirements. Provide All Building Areas in Square Footage Below Crtrf PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes ❑ . . No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ,.. Sprinklers ❑...Automatic Fire Alarm ❑...None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑ .. Water District #125 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) • ilai, w;.::5uy: : � ;� : ✓wc<;�s.�vroi�s.mm ;u.'trazara, us�;� Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1° Floor / .?<; 7S �j 2n Floor 3 Floor Floors thru Basement Accessory Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • Valuation of Project (contractor's bid price): $ 1 5 - 0O Existing Building Valuation: $ Scope of Work (please provide detailed information): F.- ( 14 /TIC G Will there be new rack storage? ❑...Yes ❑ .. No If "yes ", see Handout No. \applicationr\permit application (1.2003) 1/2001 e e. Page 2 5 r4 n S .( (a'l for requirements. Provide All Building Areas in Square Footage Below Crtrf PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes ❑ . . No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ,.. Sprinklers ❑...Automatic Fire Alarm ❑...None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑ .. Water District #125 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) • ilai, w;.::5uy: : � ;� : ✓wc<;�s.�vroi�s.mm ;u.'trazara, us�;� PUBLIC ;WORKS,.PERMIT INF...MATION. - 206=433 -017 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Channelization/Striping Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Water Meter Refund /Billing: Name: Mailing Address: lapplications\pemit application (1.2003) (/2003 Water ... ❑ Sewer ... 0 Call before you Dig: 1- 800 - 424 -5555 cubic yards 0... Fill • 0... Curb cut/Access /Sidewalk Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑ .. Sanitary Side Sewer 0.. Sewer Main Extension ❑ .. Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District # I25 0... Highline Water District ❑... City of Renton Water District ❑ .. Water Main Extension 0.. Private 0...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): Q.. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: Page 3 City Sewage Treatment Day Telephone: City cubic yards [] .. Hauling State Fire Line .... ❑ Zip State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL :,PERMIT ;INFORMATION -- -431 =3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Z Contractor Registration Number: Expiration Date: tY 2 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** J U U 0 0 111 J 1- H W O 2 (a7 � I Z = I— O Z LIJ 2j U 0 0- O 1-- WW I — O .. Z W U= O ~ Z Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: Commercial: Fuel Type: Electric Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION. NOTES = Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I 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. BUILDING OWNER OR A IOR • GENT: Signature: Print Name: Mailing Address: I vU Date Application Accepted: \applicationslpermit application (1-2003) 1/2003 New .... ❑ New ... ❑ ❑ Gas ....❑ Other: 1 - 11 -03 d eg,ifc -i w Replacement .... ❑ Replacement .... ❑ Page 4 ttn n City Date: / / /d,6 Day Telephone: 07 ' 6 l0 - "9 a D55 State Zip Date Application Expires: -7- - 7 -0 3 Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ;'1 W re 2 Parcel No.: 2623049093 Permit Number: D03-017 d O Address: 480 ANDOVER PK E TUKW Status: PENDING 0 Suite No: Applied Date: 01/17/2003 W I Applicant: VALCO GRAPHICS INC Issue Date: co u_ w O Receipt No.: R03 -00059 Payment Amount: 35.10 g Q co d Initials: KAS Payment Date: 01/17/2003 02:29 PM = User ID: 1684 Balance: $58.50 i' W Z 1- O Z I- w D o 0 O N c "_ Type Method Description Amount = U (- Payment Check 5068 35.10 Lt.. g' Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt MICHALE SORENSON PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 35.10 Total: 35.10 22 01./1 97:1. Olilt. 35 ,.1.0 Printed: 01 -17 -2003 Z 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 City of Tukwila Parcel No.: 2623049093 Address: 480 ANDOVER PK E TU KW Suite No: Applicant: VALCO GRAPHICS INC RECEIPT Permit Number: D03-017 Status: APPROVED Applied Date: 01/17/2003 Issue Date: Receipt No.: R03-00085 Payment Amount: 58.50 Initials: SKS Payment Date: 01/27/2003 12:06 PM User ID: 1165 Balance: $0.00 Payee: MICHAEL J. SORENSON TRANSACTION UST: Type Method Description Amount Payment Check 5069 58.50 ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 54.00 4.50 Total: 58.50 •770 01/27 9716 TOTAL 50.50 Printed: 01-27-2003 Projec • Ki k_ 0 C&VO4 ' Type of /cti: 4:C-2-e---t/ Address. A?444 Date Called: ,.�-- Special I ructions: Date Wanted: -`; ( T Requester: {J .�i� 1(, Phone N 2 —C INSPECTION RECORD Retain a copy with permit INSPECTION NO., _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: &e'LL__ ri $47.00 f�EEtJSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: o: Tp f I c (.h /d < �� /- r drs: ae Cle: Io t f Seil n u Wne: Rqetr Poe N: INSPECTION NO. Project: Approved per applicable codes. I PERMI (206)431 -36 did Corrections required prior to approval. COMMENTS: /.P,_ Fait, g fr7 , / "1.44 v.; , " . 4 7 4 S �- I Date: EI $47.00 REINSPECTION Fi REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Name ik;,• nt�ti•' ��f�i''':: J. tt:' i�.• pkircr' h(; �f ,'�'1j:i1�`i:1�"tiv4•'�b�.f�'.. dr�t'�w,•; �1.. �:t' City of Tukwila Fire Department 1 1 (0 A , ( S Address ` � ; � t Ll.,f . (2/ Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. )01 Date T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 / 0,3 -0 /7 BY. G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE 1 -13 -03 SUBJECT. 3786 LA CREOCENTA AVE., OUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: VALCO GRAPHICS 480 ANDOVER PARK EAST TUKWILA, WA. 98188 PER UBC 1997 EDITION STORAGE RACKS CAPACITY: 3500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -7505 SH. 1 RELIVED . EXPIRES 12 -26 -03 SHEET NO, 1 JOB NO. RD -7505 DEPARTMENT I Pct' I BY G. OHANIAN DATE 1 -13 -03 SUBJECT. FRONT VIEW SEISMIC DESIGN v— 2.5xCaxl x w Rx1.4 WORKING STRESS 1 =1 R =5.6 R =4.4 Ca =.36 W= D.L. +L.L. /2 LOAD PER COLUMN P= 3x3.5 =5.2 K 2 COL. W =.1 + 5.2 2 L.L. -2.7K D.L. V = 2.5x.36x2.7 LONGIT. 5.6x1.4 V = 2.5x.36x2.7 = ,39 TRANS. 4.4x1.4 RACK DESIGN & ENGINEERING CO. 3786 LA CRENCENTA AVE., QUITE 204 dLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 SIDE VIEW UBC 1997 SEC. 2222 BEAM 3500 # / LEVEL + 25% IMPACT LOAD 44" 44" 1900 # / BEAM LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) LONGIT. SEISMIC =.31 K to M= 96 "x1.9 K = 23 8 K S 30 = .76 <.85 __ 5xWxL < 96 = .53" 384x1 xE 180 .31 K 16 09 K 4 "K 06 K 6 "K SHEET NO. 2 JOB NO. RD -7505 I =1.84 S =.85 Fy =50 KSI. 7 "K 4 "K 6 "K 7 "K BY. G. OHANIAN DATE 1 - 03 SUBJECT COLUMN ANALYSIS M x— t =.09" COMBINED STRESS RATIO P + M 20 + 13 = .79 <1.33 Pa ax BASE PLATE F Y= 50 KSI A =.53 S =.45 r =1.1 r y = . 62 "K K „ ANCH. TENSION = 2 —( 67 x3) = 0 ANCHOR SHEAR = . — .16 K 2 (2) -1/2 "0 WEDGE TYPE ANCHORS ICBO #4627, OR #1372. (NO INSPECTION REQ'D) DESIGNED FOR 1/2 STRESS MOMENT AT B EAM CONNECTION M = 7+6 =6.5 "K USE 2 PIN CONNECTOR ALL LEVELS TYP. RACK DESIGN & ENGINEERING CO. 3786 LA dRENcENTA AVE., OUITE 204 dLENDALE, dA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 KI _ 48 = 44 r 1.1 ICI = 42 =68 ry .62 RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222 -5) Max =Sx•Fb = 13K 7/16 "0 RIVET A = .095 Va = .095x79x.4 = 3.0 "K TYP 6 " 7 3/4" SHEET NO. 3 JOB NO RD -7505 2 Fe= (� j 62 r Fn =Fy(1 4F P =F xA = 40 K Pn K P — 1.92 — 20 F Y = 79 KSI 42 KSI 7 3/4 "x5 "x3/8" BASE PLATE 7/16" as RIVET ASTM A354 -79 2 PIN CONNECTOR TH'K= 3/16" Ma = 3.0 K x4 "x1.33 = 16 CONN. By G. OHANIAN DATE 1 -13 -03 SUBJECT TRANSVERSE SEISMIC (OVERTURNING) K M = .39 K x co 144 "x.5x 1.15 = 129 MR = 2.7 x4x44" = 475 " NO UPLIFT LOAD TO DIAGONAL P = .39x2 x 5 0 = .88 K COL. 44 KSI F =50 A =.31 r =.48 Q =.74 L= 50" CHECK WELDS 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 5200 F = 12.8 P 4 RACK DESIGN & ENGINEERING CO. 3786 LA dRE,NdENTA AVE., OUITE 204 dLENDALE, dA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 KSI 5" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL 5200 = 5.211 1000 47 9 =27" S= 12x5 = 50 6 TOP LEVEL LOADING M = .13Kx4 Cot. x144 " = 75 "K MR = 1 K x4x44" = 176 "K BOTH SIDES TYP. 1/8 5" t=.07" SEC. A -A SEC 5.2x1 44 =749 a " M= (� 2 ) X1 000X 2 x12 2344 = 47 < 1.6 2000 =72 50 = 2344 SHEET NO, 4 JOB NO. RD -7505 Z = Z re LI: 6 _1 0 U O O 0: W= J I- O L I. W O �a = • a I- WI. Z 1- O. Z I- W 0 • 111 L I - 1 O U 0 • Z BY G. OHANIAN DATE. 1-13 -03 SUBJECT. STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: VALCO GRAPHICS 480 ANDOVER PARK EAST TUKWILA, WA. 98188 PER UBC 1997 EDITION STORAGE RACKS CAPACITY: 3500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -7505 SH. 1 RACK DESIGN & ENGINEERING CO. 3786 LA CREOCENTA AVE., ,QUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 r FILE COPY _ EXPIRES 12 - - D03' • a 1 7 SHEET NO. 1 JOB NO. RD -7505 cAV Ali 2 4 200 td RECEIVED CITY OF TUKWILA JAN 1 7 20b , PERMIT CENTER BY. G. OHANIAN DATE 1-13 -03 SUBJECT. a CO • } • • it 96" OR 94" FRONT VIEW SEISMIC DESIGN 2.5xCaxl V— Rx1.4 x w WORKING STRESS 1 =1 R =5.6 R =4.4 Ca =.36 W= D.L. +L.L. /2 LOAD PER COLUMN _ 2.5x.36x2.7 = 31 K V LONGIT. 5.6x1.4 - 7 RACK DESIGN & ENGINEERING CO. 3786 LA dRE,OdENTA AVE., OUITE 204 iLENDALE, dA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 BEAM 3500 # / LEVEL + 25% IMPACT LOAD 44" 44" 1900 # / BEAM UBC 1997 SEC. 2222 LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) SIDE VIEW LONGIT, SEISMIC co P 3x3.5 K =5.2 K 03 2 cm. W =.1 + 5. =2.7 D.L. 2 L.L. cc S 1 3/4" 2 3/4" M= 96 " x1.9 K = 23 8 23 K = . 76 <.85 30 A = 5xWxL = .38" < 96 384xI xE 180 09 K .06 K to 4 6 SHEET NO. 2 JOB NO. RD - 7505 "K "K I =1.84 S =.85 KSI. Fy =50 = .53" 4 "K 6 "K 7 "K Z Z I; W • 2 —I U O co co at LLI WO 2 J j . co V = Z � F— O Z !— W W U � O N O H WW H 0 — O Z N O 1- z BY, G. OHANIAN ' DATE- 1 -13 -03 SUBJECT. COLUMN ANALYSIS r I n x— — x t =,09" Lim/NJ 3 M COMBINED STRESS RATIO P P M _ 5.2 + 7 M ax = 20 13 BASE PLATE = .79<1.33 F Y 50 KSI A =.53 S =.45 r =1.1 r = . 62 „K K „ ANCH. TENSION = 7 —(2 x3) = 0 ANCHOR SHEAR = •31 = .16 K 2 (2)-1/2"0 WEDGE TYPE ANCHORS ICBO #4627, OR #1372. (NO INSPECTION REQ'D) DESIGNED FOR 1/2 STRESS RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222 -5) MOMENT AT BEAM CONNECTION N = 7+26 = 6,5 "K USE 2 PIN CONNECTOR ALL LEVELS TYP. RACK DESIGN & ENGINEERING CO. 3786 LA dRENdENTA AVE., QUITE 204 dLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 x l = 8 = 44 F r Tr 2 xE 2 = 62 \ r / KI _ 42 _ 68 FY ry .62 F =F y(1— 4F )_ e Max =Sx•Fb =13K P =F xA= 40 Pn K P° 1.92 = 20 7/16 "0 RIVET A = .095 Va = .095x79x.4 = 3.0 5.2 "K 7 1 0 1 1 00 1 TYP 6" 7 3/4" • SHEET NO. 3 JOB NO. RD -7505 7/16"0 RIVET ASTM A354 -79 Fy = 79 KSI 2 PIN CONNECTOR 42 KSI 7 3/4 "x5 "x3/8" BASE PLATE TH'K= 3/16" Ma = 3.0 K x4 " x1.33 = 16 corm:— BY. G. OHANIAN DATE 1 -13 -03 SUBJECT. TRANSVERSE SEISMIC (OVERTURNING) MO = .39 Kx4 COL. 144 " x.5x 1.15 = 129 "K MR = 2.7 x4x44" = 475 " NO UPLIFT LOAD TO DIAGONAL P = .39x2 x 5 = .88 COL. 44 F =50 KSI A =.31 r =.48 Q =.74 L= 50" CHECK WELDS CHECK SLAB 5200 F = 12.8 P 4 RACK DESIGN & ENGINEERING CO. 3786 LA dREOdENTA AVE., OUITE 204 dLENDALE, dA. 91208 TEL:(818)967 -2980 FAX :(818)957 -8603 KSI 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K 5" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL 5200 = 5.20 1000 \/749 =27" S= 12x5 = 50 6 TOP LEVEL LOADING M OT = .13 x144 " = 75 K COL. MR = 1 K x4x44" = 176 BOTH SIDES TYP x t =.07" SEC. A -A 1 1/2" 1 / 8 '1.5' SEC B -B 5.2x144= 749 M= ( � 2 1 x1000x 2 x12 = 2344 # 2344 = 47 < 1.6 N/2000 =72 50 SHEET NO. 4 JOB NO. RD -7505 4�40.1r .s x Z W re 00 N D CO Ill J H W 0 y. L< co = W ZF- 1— O Z 0 O - O I-- W W U . Z W U O I ._. Z - 130 XIS d /41W Lg FILE COPY M & 4 QJ4ctS 4 ri.,4 5 kt (Alrely9e4 M" i 40 4,9 / ro° e r ;ser - (70 g474 Te5.16true- 6 5 reS /4-47 Fda 3 0 � if)-(co 6.As l Da017 3‘‘A)cr4.14w45/ 4Ss ?A./4 ivirk5rtmszel rack oletier S CITY OF TUKWILA A JAN 2 4 2003 AS NO i EU1 RECEIVED CITY OF TUKWILA JAN 1 2003 PERMIT CENTER ACTIVITY NUMBER: D03 -017 DATE: 01 -17 -03 PROJECT NAME: Valco Graphics Inc. SITE ADDRESS: 480 Andover Pk E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil ing Division 0 Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Structural Incomplete ❑ Approved with Conditions 61z Auk, ►22 Fire Prevention LT n ❑ Permit Coordinator Planning Division DUE DATE: 01-21-03 Not Applicable n DUE DATE: 2-18-03 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: m25.0 2.IMMI owb DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . t� • 1' �.�. a := ;n %0'9%2003 'j -tom D //6/,1973 NORTH :'WEST HANDLING SYS INC 1100 SW'7TH •ST RENTON WA 98055 -2939 Detach And Display Certificate REGISTERED'AS PROVIDED BY LAW AS CONST CONT" GENERAL` • • "; ;,�.; REGIST.. '.# ' • . :'EXP. DATE CC01 :'NO 2THWH275JF •'10/09/2003 EFFHCTIVE,Z,DATE • 04/06/1973 • NORTH P;WESTAHANDLING SYS . INC 1100 : 3 1 1 - 1 1 . ;• RENTON: WA t. 98055 -2939. Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES U Please Remove And Sign Identification Card Before Placing In Billfold L u 5L 55' 60' L_ U J 22' >f 22' ' 22' ( OFFICE PKESS KOOM PRESS KOOM 24' X 44X96 /6 I 42, X9r± 44 *96 4 1 44X96 1 4 4X56 44X96 44X96 44X96 44X':4F 44X96 I =4X96 1 4 4X96 44X96 44X96 44X96 OFFICE 4X96 411 24' I -4k.y_ b 44X96 I 44X96 4 44X96 44x96 44X9! l 4 4x96 1 44X'96 I 1111 10 ' 10' 44X96 I 44196 I 44X96 I 44X96 I 44X96 I 44X96 I 44X96 I 44X96 44X96 I =4X96 I 414X9 6 I 44X96 I 4X96 10 44 X96 4 4X96 44X.96 ISE 44X96 44X96 4X96 11' 66 I 12' LO ° 28' 4 4 X9 6 FILE COPY L::--ierstand that the Plan Check a7provat9 dre sub ect to errors anc omissions and oprc 4I of Frans does not authorize the violation o` altiy adopted code or ordinance. Receipt of c tractors copy of approved plans f Wteaged. et-tANSES .%1 r E I1.5� _ SUBMITTAL r � a� s ►o # fi t,.*1hi, 4SJt'i RE■IIEW fa& Ulf 1 N% 2 `+ ° 303 C LAN VIEW P NORTH SCALE: 3/32" = 1' -ft RECEIVED CITY OF TUKWILa JAN 1 7 2003 PERMIT CENTER D03 , rzo O V z IAA H o" > - z z z f f L wAWINC: NUMbt 1•••■ rt f:V ~ SR:E ° . - e�8 15" SEC. L= -5 BRACE TO COLUMN CONN. V / 6" 7 3/4" (2)-1/2"o ANCHOR BOLTS PER BASE PLATE 3 1/2" EMB., ;SEE NOTE NO. 4) BASE PLATE DETAIL 96" OR 94" --{�3 :TYP. FRONT VIEW • I a 9 J i KTYP • - B - i TH' K= 3/8" FY =36 KSL (ASTM .A -36) C67 44" SAFE' LOCK 1/4"2 RIVET 7/16"3 RIVE - ASTM 4354 - -9 ' 2 PIN CONNECTOR SIDE VIEW a v 44" 1/8 • \\ 44" TH'K =3/ 16" BASE PL. & SLAB CONNECTION TYP. /44 TYP. TYP. ° • . 1 7 °�l 7 7 3;4 I 2 3/4' Lc BEAM SECTION � COLUMN SECTION GENERAL CONFIGURATION ° • 5/8" a .-'• _ � C r• 1 t =.09 LU25 h 7 , ROW SPACER LEXPIRES 12 - - ALE NONE .ATE: 1-13-03 CITY Of TUICIVIIA APPROVED JAN 2 2003 N() LU 3-6)/7 NOTES: 1 -DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRA'wiNGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQviREMENTS OF THE UNIFORM BUILDING CODE 1997 EDITION 2 -STEEL FOR ALL SHAPES FY =50 KSi. ASTM A570 - -85 GR.50 (EXCEPT AS NOTED) 3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABR,CATOk (EOXX ELECTRODES) 4- ANCHORS WEDOOE. TYPE, HILTI Kw■K -II ICBC #4627, RAMSET REDHEAD ICBC T 1 z (NO SPE0iAL NSPECTION REQLIRED) 5- CONCRETE S.AB 5" THICK 2000 PS :. SOIL BEARING CAPACITY 1000 PSF 6- STORAGE PACK CAPACITY 3500 # / LEVEL 7 -LLL RACK .NSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CCNSPI000US LOCA`'3NS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 'NCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NC. 6 8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FRC+.i THE VERTICAL OF 1" IN 10' -0" OF HEIGHT 9 -THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM ' 18 !N.:HES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFT F;'TOR 10 -RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COLUMN ;S DAMAGED THE REAR COLUMN HAS EXTRA CAPAC'.TY TO SUPPORT THE LOAD, (SEC 0222 -5) 11-HOLE SIZE FOR CONNECTIONS TO BE BOLT DIAMETER PLUS 1/16 INCH. RECEIVED CITY OF TUKW ILA JAN 1 11003 PERMIT CENTER RACK DESIGN AND ENGINEERING 786' LA (RE (L'V7 A ALE GLL' \\)ALL CA 91,208 `DRAWN BY: 'EDT VALCO GRAPHICS 480 ANDOVER PARK EAST, TUKWI , WA. 98188 � �� • T. A JOB NO RD -7 505 a 'I SHEET NO I OF 1