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HomeMy WebLinkAboutPermit D04-091 - FATIGUE TECHNOLOGY - STORAGE UNITSFATIGUE TECHNOLOGY INC. 401 ANDOVER PK E D04-091 • 9 • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0223400050 Address: 401 ANDOVER PK E TUKW Suite No: Permit Number: Issue Date: Permit Expires On: D04 -091 04/05/2004 10/02/2004 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: FATIGUE TECHNOLOGY INC 401 ANDOVER PK E, TUKWILA WA GIBSON PROPERTIES L L C 401 ANDOVER PARK E, TUKWILA WA Phone: KEVIN DOOLEY 401 ANDOVER PK E, TUKWILA WA Contractor: Name: PACIFIC INTEGRATED HANDLING INC. Address: 10215 PORTLAND AV, TACOMA WA Contractor License No: PACIFIHO94NB Phone: 206 246 -2010 Phone: 253 - 535 -5888 Expiration Date: 02/19/2006 DESCRIPTION OF WORK: INSTALLING TWO REMSTAR VERTICAL LIFT STORAGE UNITS. THIS WILL INCLUDE ANCHORING TO SLAB PER ENGINEERED DRAWINGS. Value of Construction: $ $0.00 Fees Collected: $1,066.69 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0012 Public Works Activities: Channelization / Striping: N 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 Profit: N Non - Profit: N Water Main Extension: N Private: n Public: n Water Meter: N doc: Devperm D04 -091 Printed: 04 -05 -2004 Z ;- z �w 7- D U0 Cl) J = S2 U_ w 9_j u- cf) = a F w z F— O Z w UC3 O -; ca F_ wW U _ O ui Z 0 O Z h 1 �g City of Tukwila Permit Center Authorized Signature: Date: '� �'W5/ 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. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z ;3: z �W QQ JU UO Cl) CO W J = H LD LL W O U. CO) C! =W �_ Z� Z F- 2 5 U ON o F- W H u. O tll Z . U to O F- Z 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 constructions the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: aG/ O ✓�ra�G Print Name: Xt mss' W C—a?i� le 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. City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 02234000SO Address: 401 ANDOVER PK E TUKW Suite No: Tenant: FATIGUE TECHNOLOGY INC Permit Number: Status: Applied Date: Issue Date: D04 -091 ISSUED 03/16/2004 04/05/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: 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. 5: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 6: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 7: 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). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 12: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 13: 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 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 14: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) doc: Conditions D04 -091 Printed: 04 -05 -2004 i' i z J w 00 (/ )o CO UJ J F=— 9 LL w J LL � =w r~ _ z� F- O z F— w w 0 O- 0 (F- w W H� �O w z U= O z Cit y of Tukwila f909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 16: These plans were reviewed by Inspector 510. 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 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. i Signature: Print Name: Date: doc: Conditions D04 -091 Printed: 04 -05 -2004 z '~ w � JU UO Co o J = F— N LL wO LL Q U :3 = CY Z� F— O. w �5 U� o CO wW �O ..z w P F=--` O z r �1 J � wlu` w as O Z �+ Q i tsoe CITY OF TUMe Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** SITE`,IOCATION King Co Assessor's Tax No.: 0aay14 — W S D Site Address: 4 i4_ R, ,L rtsT Suite Number: Tenant Name: Property Owners Mailing Address: Floor: New Tenant: F1 .... Yes ..[�J..No CONTACTPERSON Name: P l� r ole- c Day Telephone: Mailing Address: e)/ rt,,(,C > cr vg.,x e/< ,21 ,� ,� �y City State Zip E -Mail Address: gy Fax Number: _i{l�2 5 '� GENERAL CONTRACTOR"INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City state Zip Day Telephone: Fax Number: 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 ** ARCHITECT OF'RECORD - All plans must tie wet "stamped, by, Architect of Record .., 1 . .:.: . 4 Company Name: Mailing Address: Contact Person: City State Zip Day Telephone: E -Mail Address: Fax Number: 'ENGINEER OF: RECORD = •All , pans must be wet stamped by Engineer of,Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\pertnit application (3.2003) 3/2003 Page I Fax Number: Zip 'kdftiN�et7!K+.�'f NNxFW.� .. • iz9kP' a^ �",`:' A, 3' s+,'+ Ki' �'*." Ry'{ �3hwKxavrta� %iM•rit�h,�'i1w;:skmw•ryc++ tr•Cfw•`�kc+nuy r?YxaM!a•f�w,tu�fnciw:;M�uWS xror.:wv I City State Day Telephone: Z ~ W D UO to 0 Nw WO J W Q U ) CY = �W Z z� W w U� O� a 1_ WW 2 F- U _ z U= O Z uny Mate Lip t i M BUILDING:PERMIT INFORMATON 206431 -3670 X . Valuation of Project (contractor's bid price): $ 0 e�DI� "___ Existing Building Valuation: $ Scope of Work (please provide detailed information): Z2 1( f1111f111Q �.`)���_G�irl� 1_�l�ef%17�t�.��J■tr:.:�ia_.... �� - — Will there be new rack storage? [] ..Yes [] .. No If "yes ", see Handout No. for requirements. _ Provide All Building Areas in Square Footage Below 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? E] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: R.. Sprinklers ❑..Automatic Fire Alarm (]..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationApertnit application (3.2003) 312003 Page 2 Z �W QQ JU U CJ) C0 W J H CO W WO 9� LLQ = W Z H Z� W �5 U ON o E_ W W H� tL O Z W CO O Z Addition to Type of Type of Inferior Existing Construction Occupancy per, Existing Remodel Structure .. :New per.UBC UBC . 1': Floor:: 2 no Floor Yo Floor: Floors. Basement Accessory Structure * .. Attached: Garage: . Detached Garage Attached Carport Detached ,Carport. - Covered Deck .. Uncovered Deck 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? E] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: R.. Sprinklers ❑..Automatic Fire Alarm (]..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationApertnit application (3.2003) 312003 Page 2 Z �W QQ JU U CJ) C0 W J H CO W WO 9� LLQ = W Z H Z� W �5 U ON o E_ W W H� tL O Z W CO O Z PUBLIC WORKS. PERMIT IN RMATION 206.433- .0179 ti Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer t6ftblic`Works Bulletin #1 for fees and estimate sheet i :.i Zi 'i �l 1 ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip kapplications%pennit application (3.2003) 3/2003 Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ... Sanitary Side Sewer [],..Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line I? A ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 91 WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size........ It ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) Page 3 a Z 5 �- W JU UO to o U) LLJ J = CO IL WO U. N� _Co W Z I—, H O W ~ W U� ON 0H WW F- H LL O. .Z W U =, O Z X;, OEM ..�� .a.2:,.<:. MECHANICAL PERMIT INV0kigATION 206= 4313670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of mechanical work being installed and the quantity below: Unit.Type: Qty . Unit- Type: Qty -- i I' Qty Boiler /Compressor: _ Qty Furnace <100K BTU Use: Residential: Commercial: Fuel Type Electric New .... New .... ..... ❑ E] E] Gas.... Replacement .... Replacement .... Other: n n i i :. Indicate type of mechanical work being installed and the quantity below: 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>IOOK 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 I-IP /1,750,000 BTU Appliance Vent Hood 50+ I -IP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind PERMIT APPLICATION NOTES Applicable to'a11'66 m* its in this applicat><on 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 AUTHO IZED GENT: Signature: Date: l/ 3- 16 CI Sr Print Name: e41-10Z � d9 n&17, /2 Day Telephone: Mailing Address: 426je City Statc f zip Date Application Accepted: I Date Application Expires: Staff Initials: \applicationslpermit application (3.2003) 3/2003 Page 4 Z }�- Z �W QQ JU 00 to 0 J = CO L WO 95 W? � = W Z� H O Z H W W U ON 0 E- W 2 H� LL O LLI Z co O F- Z � w� �.� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: FATIGUE TECHNOLOGY INC TRANSACTION LIST: Type Method Description Amount Payment Check 64554 566.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 562.19 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 566.69 doc: Receipt Printed: 04 -05 -2004 Z �Z '~ W � �U 0 N O' J H NLL WO LL C0 d =W ? F- 0 Z H W W O D H WW H --- tL O Z. 111 U =: O ~. Z RECEIPT Parcel No.: 0223400050 Permit Number D04-091 Address: 401 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 03/16/2004 Applicant: FATIGUE TECHNOLOGY INC Issue Date: Receipt No.: R04 -00397 Payment Amount: 566.69 Initials: SKS Payment Date: 04/05/200411:51 AM User ID: 1165 Balance: $0.00 Payee: FATIGUE TECHNOLOGY INC TRANSACTION LIST: Type Method Description Amount Payment Check 64554 566.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 562.19 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 566.69 doc: Receipt Printed: 04 -05 -2004 Z �Z '~ W � �U 0 N O' J H NLL WO LL C0 d =W ? F- 0 Z H W W O D H WW H --- tL O Z. 111 U =: O ~. Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223400050 Address: 401 ANDOVER PK E TUKW Suite No: Applicant: FATIGUE TECHNOLOGY INC Permit Number: Status: Applied Date: Issue Date: D04 -091 PENDING 03/16/2004 Receipt No.: R04 -00313 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: 500.00 03/16/2004 11:21 AM $566.69 Payee: FATIGUE TECHNOLOGY INC. TRANSACTION LIST: Type Method Description Amount Payment Check 64061 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 81.56 PLAN CHECK - NONRES 000/345.830 418.44 Total: 500.00 0;5/16 9 71.6 T OTAL 500 - 00 doc: Receipt Printed: 03 -16 -2004 I z JU UO No C0 J � CO LL WO L L W' z H t-- O z I-- UJ 5 UC3 O W. C3 H. WW u- O C11 Z' U C0 t= X. O Z INSPECTION RECORD Retain a copy with permit S � INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Protect: p, r Type of Inspe 'en l Ad r ss: Date Called: specfallnstruetions: tv Date Wanted: �'/ 1. 1 6 ' knv Requeste VA Phone N i 4 f inspector: $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: 7 Z ~ Q W W� UO �. W� CO L WO 9 -1 LL j U)d H W ' Z H ZO W LLJ �p U ON � f- W W u' O Z W U= O~ Z INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PERM T NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 r i Project: ( PCh Type of Inspection: , S 0C (ct Address: I ) - to I A V\Aovr T� �/ Date Called: 1 9 2 Special Instructions: Date Wanted: a. Requester: Phone No: Approved per applicable codes. E3 Corrections required prior to approval. COMMENTS: PC•2tVPC T i �Y V r) kyN , ; P, lciL f i G l Inspecto . Date: L l �G -aL �Iteceipt NO.: luate: I 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z �_— Z LU JU UO. W= NLL WO La S2 d ? H H O z }— 5 U� O N o t- W W HP U- Z W U= O z INSPECTION RECORD f)ig -'-" Retain a copy with permit ( INSPECTION NO. PERKM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pro' ct: lTvMe of Inspection: a i Z = F '~ W J U UO Cf) CO LLJ J � �LL W� J LL. N �. = W Z� ZO W Uj �p U I— W W W Z LIJ CO) H H O Z Approved per applicable codes. �Correct io s requir7d' pp I. A dress: Dat Called: 41 Special Instructions: Date Wanted: l Requester: R Phone No: ct -v i Z = F '~ W J U UO Cf) CO LLJ J � �LL W� J LL. N �. = W Z� ZO W Uj �p U I— W W W Z LIJ CO) H H O Z Approved per applicable codes. �Correct io s requir7d' pp I. EM % w 9s y ' I G) , 0 City of Tukwila Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas R Keefe, Fire Chief Permit No. Project Na Address Suite f­_• Reta1n-­current inspect ion. schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 11.1• Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM .2 Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 9 Fax. 206-575-4439 Z r W JU 0 0 (00 CO W LU LL W O 2� 9 _j U_ co :F CY W X 0 Z �_ W U J 5 U) OH WW U _ 0 Lii Z 0 P 0 Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com 27 April 2004 CO City of Tukwila Building Division MFNr 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Fatigue Technolo'�1 VV�— 9Y Permit Number: DO -091 Address: 401 Andover Park E. Job Number: 04 -208 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. 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. Epoxy - grouted bolts at Remstar units Sincci'-eiy, OTTO ROSENAU ASSOCIATES, INC. n XW an L. Pary ne L n ! cc: Fatigue Technology Inc. Enclosure z w D UO: Co 0, CO =' J co LL w O aE u¢ T N /''� i fin/: � w Z F-. z� U � O off w w- L L —O Z: O ~` Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 001 Z Inspection(s) Performed: Epoxy and Anchor Bolts ;}- Z Project: Fatigue Technology Permit Number: D04 -09 � Address: 401 Andover Park E, Tukwila Job Number: 04 -208 Client: Fatigue Technology Inc. Client Address: 401 Andover Park E, Tukwi U O Inspector CO 0 U) UJI and Date Remarks W = D Reid (16) Y," Hilti HAS -E bolts epoxied minimum 4 %" embedment in holes drilled 9/16 diameter brushed co LL w W � 4 -22 -04 and blown clear of debris at 250 type 1 vertical Remstar unit. (16)'/x' Hilti HAS -E bolts epoxied minimum 4 % embedment in holes drilled 9/16 diameter brushed and blown clear of debris at 500 DT vertical Remstar unit. All per approved plans and specs. LL �. co CY =w �_ Z !-- t— O Does Conform w � U � cn, w O 7 W L N ' U 1F O Z RECEIVED 2004 BUILDING DEPARTMENT Copies to: X client Contractor Architect x Building Dept. Technical Responsibility: x Engineer Waft H e - Project Manager 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 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 - 4600 or 1 888 OTT04 •- Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05103) ........... ............ PRINCIPALS Y r Daniel D. Putnam, S.E. <.. James H. Collins, S.E. !f Donald R. Scott, S.E. (.0,04 Lanny J. Flynn, S.E. Jack J. Plnkard, S.E. Richard M. Oehmcke, S.E. Craig D. Stauffer, S.E. S �r.�rfy�Atjy>r� Brian C, Phalr, S.E. ���IV SENIOR ASSOCIATE Putnam Collins Scott Associates Douglas A. Goodwin, S,E. Tacoma - Seattle Chun C. Lau, S.E. F 1— F C 0 pY ASSOCIATES Gareth J. Floyd, CPA Aaron A. Goodwin, CAD Bret Maddox, S.E. STRUCTURAL ENQINEERS 5TRUGTURArL GArLGULArTION150F Gary E. Beckner, S.E. Steve Farvour, S.E. Jim L. Harris, S.E. Jeffrey S, Klein, S.E. Ronald E. Seehaler, S.E. FOR A ?R, ~ �,�J�i 5E15MIG ANAtLY515 ON FOUNDATION HRENT OF REM5TAR SHUTTLE 50ONT VERTICAL LIFT MODULE FATIGUE TEGHNOL061E5 5EATTLE, Y4A5HIN6TON PREPARED FOR PACIFIC INTEGRATED HANDLING TACOMA, INAr5HINGTON PREPARED BY PUTNAM GOLLIN5 5GOTT A550GIATE5 RECEIVED r'.ITy OF TI IKWII A MAR 1 6 2004 f,irll,'4r CENTan MARCH 5, 2004 04- 126.10 C)440 C)91 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 - (253) 383 -2797 - (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 -1457 - (206) 292 -5076 - (206) 467.7788 fax www.pcsainc.com - Incorporated 1969 Z iF Z c W q i W =, UO Cl) 0 CO) J � LL cW O' C J LL C a. =W Z �.. �O z �- 2� L O N 0 H W LJ LL -O Z . U =; .Z EXPIRES: 6/15/04 Pcs Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle NT500 Fatigue Technologies 3/5/04 by Zach Diede Job no. 04- 126.mcd Sheet 1 of 6 Seismic Analysis on Foundation Attachment of 'REMSTAR SHUTTLE NT500 System Equipment Vertical Lift Module Code: Data: Unit Specifications Unit Type Unit Height (in.) Unit Width (in.) Unit Depth (in.) Unit Live Load (lb.) wn := 941 lb nt := 64 Unit Dead Load (lb.) Total Weight Fully L oaded ((Ib.) General Specifications Slab Area L:= 9.75ft W:= 7.15ft Slab Thickness Concrete Strength Soil Bearing (assumed) Location Anchorage to Concrete: 1997 Unform Building Code (UBC), AISC 9th Edition, ACI (current edition) Remstar 50ONT Vertical Lift Module H := 248.03in w := 85.79in d := 116.98in wll wtray'ntray wll = 60224 lb wdl := 103791b wt := wdl + wil wt = 70603 lb A:= L• W A = 69.71 ft thk := 6in f c := 3000psi s := 2500psf Seattle, Washington bolt spacing s = 8 in. concrete edge distance c = 1.0 ft Anchor: Hilti HY -150 Epoxy (ICBO ER 5193) P' := 39351b allowable tension (base value) 1/2" dia. Thrd. inserts embed 41/4" (min.) V' := 47851b allowable shear (base value) Adjusted Values D:= 1.33 Load Duration (Seismic) s':= 1.0 Less than specified spacing (s) but greater than minimum: smin = 0.25(s) c':= 1.0 Less than specified edge distance (c) but greater than minimum: cmin = 0.33(c) P := P' P = 5233.55 lb allowable tension (adjusted value) V := V' D•s'•c' V = 6364.05 lb allowable shear (adjusted value) Total number of bolts n:= 16 ( 2 per column ) 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 sht. 1 (253) 383 -2797 ` (253) 383 -1557 fax 209 112 First Avenue South, Suite 300 Seattle, WA 98104 - (206) 292 -5076 ' (206) 467 -7788 fax www.pesainc.com' Incorporated 1969 z z w u� D JU 0O. Cl) 0 CO LL1 J = H N O W u_ N �. = W Z F- 1— O z F- W W U O N 0 1— WW H -O z CO O F- z PCS Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle NT500 Fatigue Technologies 3/5/04 by Zach Diede Job no. 04- 126.mcd Sheet 2 of 6 ap•C r hx l SEISMIC F :_ • 1 + 3• •W P Rp hr) P Zone Seismic Zone: 3 C := 0.36 Seismic Zone Factor (Table 16 -Q) I : =1.0 Importance Factor (Table 16 -K) a := 2.5 Per SD Soil Pofile (Table 16 -0) R := 3.0 Per SD Soil Profile (Table 16 -0) h := Oft Height of Floor above grade h := Oft Height of roof Elevation above grade WP := Wt Structure Weight F := ( aP'Ca'IP ) I ( 1 +3- h ) •Wp 1 l( R P \ h 1.41 F Shall not be less than: F' -- 0.7- C ( I 1 F Shall not exceed: \ F " := 4• Ca' I 1 Overturning Moment: Mot:= Fp•Hx•.5 Resisting Moment: Mrl :_ wtx'Mindim• • (Mot - Mr0 Puplift JMot > Mrl , Min -Bin ' Olb L dim J P\ V Interaction ( S) + s � Pt) � Vt) Interaction ;_ ( Puplift ( F 1 lPt-n-.5) + vt•n) F = 15.13k F' = 12.71 k F " = 72.62 k m 1876.25 k-in Mrl = 3028.52 k-in Puplift = 0 k ( working stress ) 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * sht. 2 (253) 383 -2797' (253) 383 -1557 fax 209 1/2 First Avenue South, Suite 300 Seattle, WA 98104 ` (206) 292 -5076 " (206) 467 -7788 fax i www.pcsainc.com' Incorporated 1969 z ,= z W JU U 0 N i C0 W J �_-. U) L w 2 9 LL ¢' rn = �W z f- 0 z r-. W C3 O �- o�- W u. O w z U= O z ; i i i I i i PCS Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for 3/5/04 Remstar Shuttle NT500 by Zach Diede Fatique Technologies Job no. 04- 126.mcd Sheet 3 of 6 Check Shear and Tension Anchorages For Threaded Rods In Concrete U:= 1.32D + 1.1 L + 1.7E w ;= 1 (Special Inspection) n:= 2 number of bolts per column E:= 1.7(F E = 25.72k sp := 8in bolt spacing sP2 := 6 i row spacing V := w • E n .8 V = 1.61 k dh :_ .5in bolt head dia. w •( Pu := P = 0 k m n 8 A = 239.25 in Anchor Capacity dia :_ .5in bolt diameter db := dia f := 120ksi bolt strength in tension Ab :_ .25.7r.dia Ab = 0.2 in P := 0 . 9 •Ab'fut Pss = 21.21 k bolt strength in shear V := 0 Ab•fut Vss = 17.67 k �lierefoTe� �'OKY ratio of anchor spacing to embedment length d := 4.25in is dp = 1.88 m therefore = "failure surface forms a truncated pyramid" A = 239.25 in do ratio of edge dist. d := 8.5in to embedment d is = 2 greater than 1 dm concrete capacity in tension f := 250( psi := 0.65 X:= 1.0 (normal wt. conc.) Ao :_ (,F2)d + Q A = 89.69in 0c :_ �- X- 2.8•A P = 8.16 k ;therefore 't0 Tic "�, d e ratio of edge dist.to bolt dia. is = 17 greater than 10 d b concrete capacity in shear :=.85 �Vc :_ � •2dm•sp•F• psi �Vc = 2.89 k ..therefore _ "O.K:" Use, 1 /2" diamete'threaded inserts; embed 41/4" 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * sht. 3 (253) 383 -2797 ` (253) 383 -1557 fax 209 1/2 First Avenue South, Suite 300 Seattle, WA 98104 ` (206) 292 -5076' (206) 467 -7788 fax www.pcsainc.com " Incorporated 1969 Z W QQ JU 0 U) O W = F- CO) LL WO LL Q N �W �- O z H W W U t] O� O H WW H U. u. O. . z' W to O z ,¢i3z3.�.i..1.n�tti,'v:Ci7d:s SccY.* �:,:i+,VUa.,cuw•:w i ij p Pcs Putnam Collins Scott Associates Tacoma * Seattle 1 Seismic Analysis for Remstar Shuttle NT500 Fatique Technologies 3/5/04 by Zach Diede Job no. 04- 126.mcd Sheet 4 of 6 Check Base Plate Base Plate Dimensions b := 20in d:= 9in F := 36ksi wtx Pcol := Pcol = 8.83 k 8 Mot Pseismic -_ (�'x _ 8in)•4 Pseismic = 6.03 k Pmax := Pcol + * Pseismic Pmax = 14.86k Pmax f := f = 82.53 psi b•d f 1 •in•b1 Mbase - Mbase = 2021.96 lb in 2 1 •in•t Sbase :- 3 Sbase = 0.13 in 6 Fb :_ .75•F 1.33 Fb = 35.91 ksi Mbase fb := fb = 15.85 ksi Sbase fb — = 0.44 Fb ereoie— �O:iC' atc�oct, [s�v:;ic�rn b xtiswt$ t :_ .875in bl := (b — 6in) bl = 7 in 2 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 " sht. 4 (253) 383 -2797 " (253) 383 -1557 fax j 209 112 First Avenue South, Suite 300 Seattle, WA 98104 " (206) 292 -5076' (206) 467 -7788 fax www.pcsainc.com Incorporated 1969 Z H. Z. 2 D U U) (3 J H CO) W wO ILLQ N =) Z CY F -- WW F Z Z �— W W 5. U Cl O cn. O F— W W. W H: —O lt! Z . U C; H= O Z PCS Putnam Collins Scott Associates Tacoma * Seattle r" Seismic Analysis for Remstar Shuttle NT500 Fatigue Technologies 3/5/04 by Zach Diede Job no. 04- 126.mcd Sheet 5 of 6 Check Foundation: thk = 6 in b = 20in Puncture P:= 1.2. wdl + 1.O.E' + fl•wll (one column) P := 1.2. wdl + 1.0•E' + fl wll.(8) Fpunc .85.4•Fpsi Apunc (b + thk)•2 + (d + thk)•2 )•thk P fpunc Apunc fpunc = 0.18 Fpunc Puncture 2 columns P:= 1.2. wdl + 1.0•E' + fl •wll adiacent P:= i 1.2.4 wdl + 1.0•E' + fl.— wll• 1 Fpunc '_ .85.4•F psi Apunc := [ (2•b + thk)•2 + (d + thk)•2 )•thk fpunc P Apunc fpunc = 0.39 Fpunc ser"efq�e . wdl = 10.38k Total DL E' := Mot E'= 2.9k (w — 8in).4 P= 15.11k Per Column Fpunc = 170 psi Apunc = 492 in fpunc = 30.72 psi E , Mot (w — 8in)•4 P = 48399.11 lb Fpunc = 170 psi Apunc = 732 in fpunc = 66.12 psi E' = 6.03 k fl := 1.0 fl := 1.0 M 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 • sht. 5 (253) 383 -2797 " (253) 383 -1557 fax 2091/2 First Avenue South, Suite 300 Seattle, WA 98104' (206) 292 -5076' (206) 467 -7788 fax www.pcsainc.com' Incorporated 1969 Z `~ W J U" U to 0 w =' J U. WO U. N �. = H W Z� M. ZO W W U � O C W W �Z tii U 2. O Z Pcs Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle NTS00 Fatigue Technologies 3/5/04 by Zach Diede Job no. 04- 126.mcd Sheet 6 of 6 Soil Bearina b = 20 in d = 9 in Find max unit weight based on soil bearing: BRGarea (b + 2•thk)•(d + 2•thk) BRGarea = 4.67ft Soil Bearing under Seismic Load: BRGallow s 1.33 BRGallow = 3325 lb ft -2 BRGseismic Pmax BRGseismic = 3183.26 lb ft -2 BRGarea i s = 2500 psf numcol 8 thk = 6 in 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * sht. 6 (253) 383 -2797 * (253) 383 -1557 fax 2091/2 First Avenue South, Suite 300 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax www.pcsainc.com * Incorporated 1969 J z ' �Z UJI JU OO N O; W = H W J C d . = W H Z F-. sr O z F— D U 0. O S 1 H 2U H � u' O tll Z. U =; O Z i i1 i.... , i.......... P C A S1hr'1trt�.Sa�,�' PRINCIPALS Daniel D. Putnam, S.E. James H. Collins, S.E. Donald R. Scott, S.E. Lenny J. Flynn, S.E. Jack J. Pinkard, S,E. Richard M. Oehmcke, S.E. Craig D. Stauffer, S.E. Brian C. Phair, S.E. CI 1 1 OF i UNIB SENIOR ASSOCIATE Putnam Collins Scott Associates APP Douglas A. Goodwin. S.E. Tacoma • Seattle Chun C. Lau, S.E. FILE COPY A it 1 23D11 ASSOCIATES Gareth J. Floyd, CPA l� rr'0 Aaron A. G oo d win, CAD ('��) l, Ma Bret Maddox, , S.E. STRUCTURAL G i \f1S�0�1 &=--- ENO/NEERS Gary E. Beckner, S.E. Steve Fervour S.E. FOR Jim L Harris, S.E. Jeffrey S. Klein, S.E. Ronald E. Seehafer, S.E. 5E15MIG ANALY515 ON FOUNDATION ATTACHMENT OF REMSTAR SHUTTLE 250 VERTICAL LIFT MODULE FATIOUE TECHNOLOOIES 5EATTLE, YVASH INOTON PREPARED FOR PACIFIC INTEORATED HANDLING TACOMA, YNASH INOTON PREPARED BY PUTNAM COLLINS SCOTT A55OGIATE5 .JANUARY 16, 2004 04 -126 RECEIVED f;ITY OF TI IKWII A MAR 16 2004 PERMIT CENTER D04-09/ 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 -1457 # (206) 292 -5076 • (206) 467 -7788 fax z �w W D. U O' CO) J H (n U WO L L �D = a �.. W ZF- O. W �o U O - C1 f` W W �O w z CO) O z EXPIRES: 12/18/04 .PCS Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle 250 Fatigue Technologies 1/16/04 by Zach Diede Job no. 04- 126.mcd Sheet 1 of 6 Seismic Analysis on Foundation Attachment of 'REMSTAR SHUTTLE 250 System Equipment Vertical Lift Module Code: Data: Unit Specifications Unit Type Unit Height (in.) Unit Width (in.) Unit Depth (in.) Unit Live Load (lb.) wtray := 5501b ntray 43 Unit Dead Load (lb.) Total Weight Fully L oaded ((Ib.) General Specifications Slab Area L:= 8.75ft W:= 5.18ft Slab Thickness Concrete Strength Soil Bearing (assumed) Location Anchorage to Concrete: 1997 Unform Building Code (UBC), AISC 9th Edition, ACI (current edition) Remstar 250 Vertical Lift Module H := 208.66in w := 62.19in d := 105in W11 wtray*ntray wll = 23650 lb wdl := 60751b wt := wdl + wll wt = 29725 lb A:= L• W A = 45.32W thk := 6in f := 3000psi s := 2500psf Seattle, Washington bolt spacing s = 8 in. concrete edge distance c = 1.0 ft Anchor: Hilti HY -150 Epoxy (ICBO ER 5193) P' := 39351b allowable tension (base value) .1/2" dia. Thrd. inserts embed 41/4" (min.) V' := 47851b allowable shear (base value) Adjusted Values D:= 1.33 Load Duration (Seismic) s':= 1.0 Less than specified spacing (s) but greater than minimum: smin = 0.25(s) c':= 1.0 Less than specified edge distance (c) but greater than minimum: cmin = 0.33(c) Pt := P' P = 5233.55 lb allowable tension (adjusted value) Vt:= V' V = 6364.05 lb allowable shear (adjusted value) Total number of bolts n:= 16 ( 2 per column ) 950 Pacific Ave. Suite 1100 Tacoma, WA 98402' (253) 383 -2797 * (253) 383 -1557 fax 2091/2 First Avenue South, Suite 300 Seattle, WA 98104 * (206) 292 -5076' (206) 467 -7788 fax www.pcsainc.com * Incorporated 1969 sht. 1 z �w D UO NO U) UJI �� CO LL wO J U— CO O F W z H ZO �5 Cl O- O �- wW �F �O .z W CO 0 H= O F ' z PIS Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle 250 Fatigue Technologies 1/16/04 by Zach Diede Job no. 04- 126.mcd Sheet 2 of 6 SEISMIC F:= a C Ip . �1 + 3• hxl W P R P l hr) P Zone Seismic Zone: 3 C := 0.36 Seismic Zone Factor (Table 16 -Q) I : =1.0 Importance Factor (Table 16 -K) a := 2.5 Per SD Soil Pofile (Table 16 -0) R := 3.0 Per SD Soil Profile (Table 16 -0) h := Oft Height of Floor above grade h := Oft Height of roof Elevation above grade WP := wt Structure Weight Fp : = ( aP'Ca'IP ) I ( 1 +3•h ) •W ( p • 1 1 F =6.37k R P \ hr) l 1.4J F Shall not be less than: F' := 0.7•Ca•Ip•Wp•l 114 F' = 5.35 k F Shall not exceed: F "p := 4• Ca. Ip• WP. i 114 1 i F ' 30.57k Overturning Moment: Mot := Fp•Hx•. M = 664.54 k. in Resisting Moment: Mr] := wtx•Mindim'•5 M = 924.3 k•in P JMo > M (Mot — MrI) Olb P O k uplift I rl (Min Bin) uplift = L dim — ( working stress ) 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 ' sht. 2 (253) 383 -2797 * (253) 383 -1557 fax 209 1/2 First Avenue South, Suite 300 Seattle, WA 98104' (206) 292 -5076 * (206) 467 -7788 fax www.pcsainc.com ' Incorporated 1969 ~� z �Z '~ W � D J U UO ND W= CO U W O LQ U �. = d. l_ W z �. H O z 1— W U� O CO Q H W III LL —0 liJ Z' U= O Z .. PCS Seismic Analysis for 1/16/04 Remstar Shuttle 250 by Zach Diede Putnam Collins Scott Associates Fatigue Technologies Job no. 04- 126.mcd Tacoma * Seattle Sheet 3 of 6 Check Shear and Tension Anchorages For Threaded Rods In Concrete U:= 1.32D + LIL + 1.7E w := 1 (Special Inspection) n:= 2 number of bolts per column E:= 1.7(F E = 10.93k sp := 8in bolt spacing sP2 := 6in row spacing V := Co. E n .g V 0'68 k d h _ — . 5in bolt head dia. c u•( 1 . 7 •P uplift) Pu: Pu =Ok n8 Anchor Capacity dia :_ .5in bolt diameter db := dia f := 120ksi bolt strength in tension Ab :_ .25•n•dia Ab = 0.2 in P := 0 . 9 •Ab'fut Pss = 21.21 k bolt strength in shear x V := 0 . 75 •Ab - fut Vss = 17.67k ratio of anchor spacing to embedment length d := 4.25in is dp m = 1.88 therefore = "failure surface forms a truncated pyramid" A = 239.25 in d ratio of edge dist. d := 8.5in to embedment d is e = 2 greater than 1 m concrete capacity in tension f := 250f psi 0.65 X:= 1.0 (normal wt. conc.) Ao ( (dm + Q A = 89.69 in �Pc :_ � •7l•2.8•Ao•F•psi �Pc = 8.16 k I ON �n��C`y�fi. e ogre rlQ..?` ratio of edge dist.to bolt dia. is de = 17 greater than 10 db concrete capacity in shear :=.85 �Vc :_ •2d sp•�•Psi �Vc = 2.89 k ief;efQie'= ".:ICS" .. :. v . Usk ��/ 2! ?d��, �� #e'ryflj�ea�e��:irjserts �a,���4" 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 ' sht. 3 (253) 383 -2797 " (253) 383 -1557 fax 209 1/2 First Avenue South, Suite 300 Seattle, WA 98104' (206) 292 -5076' (206) 467 -7788 fax www.pcsainc.com' Incorporated 1969 z Z �w UO Cl) 0 CO) (1) L WO �QQ LL Q N� = FW Z t-- rr O z F— w 25 D O N. �H W W U u. O z CO) z PIS Putieam Colliers Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle 250 Fatigue Technologies r - 1/16/04 by Zach Diede Job no, 04- 126.mcd Sheet 4 of 6 Check Base Plate Base Plate Dimensions b:= 14.5in d:= 5.11 in t :_ .375in F := 36ksi wt Pcol := Pcol = 3.72 k 8 Mot Pseismic - (w — 8in) 4 Pseismic = 3.07 k Pmax := Pcol +'Pseismic Pmax = 6.78 k Pmax fa := f = 91.52 psi b•d f 1 •in•b1 Mbase -- Mbase = 826.571bin 2 1 -in-t Sbase -= 3 Sbase = 0.02 in 6 Fb :_ .75•F 1.33 Fb = 35.91 ksi Mbase fb := fb = 35.27 ksi Sbase fb = 0.98 Fb (b — 6in) bl := 2 b = 4.25 in 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 " sht. 4 (253) 383-2797 (253) 383 -1557 fax 209 1/2 First Avenue South, Suite 300 Seattle, • WA 98104' (206) 292 -5076 * (206) 467 -7788 fax www.pcsainc.com Incorporated 1969 i I4 z Q H z � Q � JU UO Cj) 0 W = CO LL W O 9 -. LL Q = Cy �W z� r— O w O C 0 I-- W H Z.). LO ttl z O z Pcs Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle 250 Fatigue Technologies 1/16/04 by Zach Diede Job no. 04- 126.mcd Sheet 5 of 6 Check Foundation: thk = 6 in b = 14.5 in Puncture P:= 1.2. 1 wdl + 1.0•E' + fl •wll (one column) 8 P:= 1.2. 1 8 wdl+ 1.0•E' + fl wll' \8� Fpunc •85.4•Fpsi Apunc L (b + thk)•2 + (d + thk)•2 ]•thk • Fpunc P Apunc fpunc = 0.11 Fpunc Puncture (2 a columns P := 1.2. wdl + LO-E'+ fl•wll P:= i 1.2.4 wdl + 1.0•E' + fl - i wll- 4 } 2 Fpunc •_ •85.4•Fpsi Apunc (2 -b + thk) -2 + (d + thk)•2 ] -thk Fpunc P Apunc Fpunc = 0.23 Fpunc Th a �e ..,..� : wdl = 6.08 k Total DL E :— Mot E'= 3.07k (w — 8in)•4 P = 6.93 k Per Column Fpunc = 170 psi Apunc = 379.32 in Fpunc = 18.28 psi E' Mot E'= 3.07 k (w — 8in)•4 P = 21601.62 lb Fpunc = 170 psi Apunc = 553.32 in Fpunc = 39.04psi fl := 1.0 fl := 1.0 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 " (253) 383 -2797' (253) 383 -1557 fax 2091/2 First Avenue South, Suite 300 Seattle, WA 98104 " (206) 292 -5076' (206) 467 -7788 fax www.pcsaine.com' Incorporated 1969 sht. 5 zz 2� '~ w JU 0 J CO U. WO } �J LLQ U� = W Z Z� F- O w H LIJ �p U O N O H W W H� — Z lli CO O t—. z , r r PIS Putnam Collins Scott Associates Tacoma * Seattle Seismic Analysis for Remstar Shuttle 250 Fatique Technologies 1/16/04 by Zach Diede Job no. 04- 126.mcd Sheet 6 of 6 Soil Bearinq b = 14.5 in d = 5.11 in s = 2500psf Find max unit weight based on soil bearing: numcol := 8 BRGarea : = (b + 2•thk)•(d + 1 •thk) BRGarea = 2.04 ft Soil Bearing under Seismic Load: BRGallow := s 1.33 BRGallow = 3325 lb ft -2 7 t thk = 6 in BRGseismic' : = Pmax BRGseismic = 3316.841bft 2 BRGarea 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 sht. 6 (253) 383 -2797 * (253) 383 -1557 fax 2091/2 First Avenue South, Suite 300 Seattle, WA 98104' (206) 292 -5076 * (206) 467 -7788 fax www.pcsainc.com * Incorporated 1969 i I Z Z, WV U 0 to W= J �. N LL WO -. La U d = tul t` _ Z 1—. I— O Z H W LLJ D 0 ON L T W „ 1 LL i 0. .. Z W U= O~ Z REMSTAR SHUTTLE TM V— I 1 - ' 9-0 Flexible height module design lets you vory the unit height as storage requirements or ceiling heights change. light curtain for full access area personal protection. CI - lY OF TUi�r'liu� ERTKAL LIFT MODULE A HRr V 0 r. ,.ti { i ................................................. ��� .��•.•...�..�i 3 ;6.............. RECEIVED I LU 4 c71TY (7F TUKWII A r 9AR 16 2004 REMSTAR'S innovative W1 IE'"' Vertical lift PERMIT CENTER•, Unique "safety ceiling" provides added product M Module (VLM) is an protection, preventing e enclosed system of contact with the roof v vertically arranged trays, and computerized push - Stores up to 550/1100 lbs. button controls. Operator per tray; total maximum stay in one place as machine payload is the SHUTTLE'"' delivers 44,000/88,000 IDS Travel Speed: 138 feet per minute (27.5 inches per second); extraction speeds are 7.87" /sec 15.75" /sec ** 20.87" /sec optional multiple access openings enables two operators to work from a single unit from the front and back simultaneously, or from different floors of your operation. Ideal for mezzanine applications. 75mm minimum tray spacing. 25mm tray spacing adjustability. items to an ergonomic workstation; unlike shelving and drawers, the SHUTTLE'"' does all the locating, retrieving, and recording (when use with software) for you. Roller transfer workstation and extractor allows for frictionless extraction of trays. (3) user adjustable extraction speeds. Dual duplex chain on the extractor platform, secured to a bottom-mounted direct drive motor with two chair's, handles heavy loads smoothly and reliably; automatic chain-tensioning system eliminates problematic counterweights, top mounted motors, and fraying cables. Z ~ W o aa f 2 JU UO 0 W= F— U) LL WO 2� LLQ WD T �- W Z I-- z� W �5 U O� 0 F— LU W H F- u. O Z W U= P F - O Z t 'ANN� 1 f j i , i %. f, 4 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -091 DATE: 03 -16 -04 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: (✓ 4 ,� L 3 - Z3 Build! gITivisioh' R Fire Prevention Public Works ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete i Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator to DUE DATE: 03 -18 -04 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Response to Incomplete Letter # DUE DATE: 04-15-04 Not Approved (attach comments) ❑ PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 ❑ No further Review Required DATE: z '~ w �U 00 CO 0 U) L w LLQ �D =a �w Z H WO U� LJJ ON OH wW O W z U= O z — �: Ctlr.. i L ;.'1_ U.dl1 s.. fail++: ad' aika+ wd�. i+,: d' oi+ H. iY: xiAritlxtYr `L$Sa:Se33tLarJl:lilaY.53 j ' :w'ti�14 I,t n w '1CR41 t 1 I a �p0 F -DEPARTMENT, OF LABOR :AND -INDUSTRIES: . AS BYLAW AS - ,REGISTERED .PROVIDED CONST CONT. GENERAL .. - REGIST =, t CCO1 - :PAC-IFIH094NB.= E}2 %... EFFECTIVE DATE 08/.02/1991 - _ k� - PACIFIC INTEGRATED HANDLNGI_NC Y - 10 215 PORTLAND - AVE TACOMA WA 98445 r ,J fi F625-052-000 (&97) j R NEE f. COPEIAND NOTARY STATE OF WASHINGTON COMMISSION EXPIRES AUGUST 23, 2004 Detach And Display Certificate i s i s awn �c ccur�.fi� +gip Y 0 REGISTERED AS PROVIDED BY LAW AS Aze" CONST CONT GENERAL � • _ � �`� �� REGIST . # EXP : " DATE ­ CC01 -• • ".. PACIFIH094NB 02/19/2006 1 � rv,,4- �- ,4:a- EFFECTIVE :; DATE , 08/02/1991 Gam"' PACIFIC - 'INTEGRATED HANDING INC �� �J 10215 PORTLAND AVE �`" TACOMA WA 98445 - �c-� Sigttature M� /tk Coxfirvr(er fssued by DEPARTMENT OF LABOR AND INDUSTRIES F625-052- 01(1( 7) .e -- Please Remove And Sign Identification Card Before Placing In Billfold NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. �. v. ., � .. � -s. -. � - - J.4�C• � •R -!fir. .-- s;,l... s�. -, ..+:i ✓.. r + s - .. _...._ _ 6 lj COPY I understarrd ft- It the Elan Check Grp royals are _.... - i subject lu errors •and omssrons arrd approval of } plans does not a0horin the vVation of any - adopted Code or crdinama. 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Wre1Mn0Ar+M /M��Y 0 Pww: 2041462010 A09Ae Fe. 206 2".9w r".ftmrw~ Awn Awlewoo pool vo-odm" 04 0 �- REMOVE THESE 2 RACKS TO MAKE ROOM FOR REMSTAR I kl Ej 41 46 ob x s T k �f i r: i f: r 4 . f F i� i { r 1 i r f , r t I r t o i i I il . ta 1 t I Ej 41 46 ob x s T k �f i r: i f: r 4 . f F i� i { r 1 i r f , r t I r E I r O R 25QNT r�P r� , w • w wBw ho(ZI 44X120 44 %120 44X12 H 44X i ira " B N ♦ .lrE M B A 1 Li ~B" 120 44X120 44X120 44X120 1w N � INVENTORY WAREHOUSE nnnnnr TYPE "m" TYPB "bc TYPE T" 44X120 44X120 4096 if TYP$ "B" TYPE "8" TYPB "C" 44X120 44X120 4096 to Al bo � ^, - r 4 r � r X Ob t i ci s #► tj 63 w x ©■ 3 '' a "w 36X144 L r4r L vr L V-r L h S31/Y' z�rnB �t" � � �� 38X144 Finished Goods Inventory Remstar SOONT Shuttle 500NT ., X 7' -2" Wide 9' -9 ' /." Deep 22,_x„ FliSh Tm " 0 " 36X144 36X144 x a n N �. UJ W C *y CZ ix�i i��i 1w N � INVENTORY WAREHOUSE nnnnnr TYPE "m" TYPB "bc TYPE T" 44X120 44X120 4096 if TYP$ "B" TYPE "8" TYPB "C" 44X120 44X120 4096 to Al bo � ^, - r 4 r � r X Ob t i ci s #► tj 63 w x ©■ 3 '' a "w 36X144 L r4r L vr L V-r L h S31/Y' z�rnB �t" � � �� 38X144 Finished Goods Inventory Remstar SOONT Shuttle 500NT ., X 7' -2" Wide 9' -9 ' /." Deep 22,_x„ FliSh Tm " 0 " 36X144 36X144 w "X120 • r • f • x ENS _ �U; 1 C t x r 1 � r 4 i do& 9 & x Tm •� 3 a X 144 Mi" Ewa T m "S ". " 38X 120 44 a ' r4r r.4" r4r r r 7 zo 20' 20 201 a 0 Boom& &-Arm - j SCALE: 3 /32 „ 1 "o got "w.► wwsrow M�K�► 0 �Awis �.sNl�N r � he lM2M.MM ww��r�1wA� -- _ Remstar 250NT & 50ONT Shuttle Locations I� r I , • X r , 7 I� I 4 1 L R i r ix�i i��i i=ii i=ii i=ii i ii w "X120 • r • f • x ENS _ �U; 1 C t x r 1 � r 4 i do& 9 & x Tm •� 3 a X 144 Mi" Ewa T m "S ". " 38X 120 44 a ' r4r r.4" r4r r r 7 zo 20' 20 201 a 0 Boom& &-Arm - j SCALE: 3 /32 „ 1 "o got "w.► wwsrow M�K�► 0 �Awis �.sNl�N r � he lM2M.MM ww��r�1wA� -- _ Remstar 250NT & 50ONT Shuttle Locations I� r I , • X r , 7 I� I 4 1 L R i r 6 0-4 s tAw 4 00 NOTE: NO ADJACENT SHUTTLE UNITS SHALL BE � 00 LOCATED WITHIN I' -6" OF UNIT BASE PLATES A TM p r- -- -w m f• F RAGTO TFORM O N OPEN {'4 = 7-I O OPENING E VERTIGAL LIFT MODULE - SINGLE UNIT \/ERTIGAL LIFT MODULE - SINGLE UNIT SECTION FRONT ELEVATION l2 ' NO SCALE 51 NO SCALE 51 8 KNIT SPEUFIGATION (PER MFR) GENERAL NOTE-5 TYPE: REMSTAR SOONT TYPE '2' VERTICAL LIFT MODULE DESIGN ANCHORAGE OF UNIT TO EXISTING FOUNDATION ARE g FOR OVERTURNING FORGES DUE TO SEISMIC LOADS o UNIT HEIGHT: 248.03 IN (20' - 8 ") CODE: 199'1 UNIFORM BUILDIN6 CODE (013G), A15C QTH EDITION UNIT WIDTH: 85.19 IN (1 1-13/411 ) p[ -516N CRITERIA: 5E15MIG ZONE 3 UNIT DEPTH: I I 6.qb I N (G' Fp = Ap Gep I p Rp (1 +3 hx/hr) Nei CNI a CENTER OF GRAVITY: 1/2H (ASSUMED) 501E PROFILE= 5d (A55UMED PER UBG) NUMBER OF TRAYS: 64 @ 941 LB MAX. P4T EA (60,224 LBO � =0.36, 1 =1.0, Ap =25, Rp =3.0 (hx/nr=O), Wp= WEIGHT OF UNIT 8 WT OF UNIT NU TRAYS S RAILS (DL): 10r3.14 LB ADHESIVE ANCHORS: ANCHORS SHALL BE HIT H**( 150 (IGE30 #5i93) •.81 WT OF LOADED TRAYS (LL): 60,224 LB (MAX) AS MANUFACTURED BY HILTI OR EPDXY -TIE ET (IG[30# 4945) BY g SIMPSON STRONG TIE, OR APPROVED EQUAL. Y WT OF UNIT F LOADED: 10,603 LB s DESIGN SEISMIC P4T '10,603 LB SOIL BEARING PRESSURE =2500 P5F+1/3 INCREASE FOR SEISMIC. (A55UMED) FOOTINC-75LAB ON GRADE: F'c =3000 PSI MIN. 6" MIN. THICKNESS. s C� •l l• t1' Q N TUKWILA 00 cl ITY Of <C cQ,Lo AMOVEd 0 4 1 > Q 1 ' q " N I I I o 4 � APR �, o Q � o 2 . 2 VERTICAL LIFT MODULE - 51-%LE UNIT . . PLAN 3 j NO SCALE 51 R 7/8" 3/16 V- BELOW 12 (Q 3/8" EDGE 0 IY2 UNIT 10 BASE PLATE PLAN DETAIL r PROJECTION l I�11_11_OII 0 h rvw*lglgw 7 d 4 CALUMN J t� PoH.L EXPIRES: 6/13/04 1 r J� - II /Ib "m HOLE f/J � Z Z W 4 0 J >m _ 51 to cl 0 W Q J F a*� nF *�iiKw n MAR 1'6 2004 M � = Z COLUMN 3: 3 O PEwMi.ceh*ER J W � H BASER 31b x5ltX3 a Q W W D W/ (2) 1/2"4) HILTI HIT F U G J Z HY-150 ANCHORS Q O � cc to= W W < W LL mmw a: > LL. ca a fe 2x2x3/16 WASHER EXIST. SLAB ON GRADE INJECTION DATE: MARCH 5, zooa ADHE51VE DESIGN BY: zoo — BASER 115"xq x3'-cl" DRAW BY: raw SHEET SECTION ✓� S 1 „� , 5 II _ 1 1 O11 f":: "'J.f''l= AMAX•°•{. •I`�!/R �•'�' '.•w- • ,�,.. • •{.�� v. +�' ^•"••. .�„ .. �.,,. .. �,�. r .. .. ,� :.,'. • . _ .. 't .• •. , ,.� • M •:�' ] A• rw• �� Z ti • .fY'� .7 - -?'f' �' w .. ..7CJ.!... + 1d.r 'Z•n Ma'v - �oF 51 - JOB N O. 04-1 .. • �•f y� . 'wWgra.. "1F.+M• '•A.Vt+.,l. _•.q'�. ^1i'►�` "�4' +Mri•r� f,.a.- • .. oly of��ro� APR AS KO WLoiNQ J)msloN 4 'a .i EDGE OF UNIT — ,-GOLUMN � Y z " 51 VERTICAL LIFT MODULE - 51146LE PLAN 3 yp. 22917 a SAL . s M EXPIRES: 12/18/04 fell HOLE W { BASE PLATE PL AN DETA E " W >0 a 'i VERTICAL LIFT MODULE - SINGLE UNIT VERTICAL LIFT MODULE - SINGLE UNIT � SECTION K FRONT EL2 EVATION'.- 0 W O J F F- NO SCAL E 51 NO SCALE 51 u r%% o 0 O f �r .... % �o(40 � 2 Z y°�r � to 00 2 r 9: Q N (7) N C N Q� N FOR OVERTURNING FORGES DUE TO SEISMIC LOADS c cL C uo*) I d ��... CN 00 (� C yp. 22917 a SAL . s M EXPIRES: 12/18/04 fell HOLE W { BASE PLATE PL AN DETA E " W >0 a 'i VERTICAL LIFT MODULE - SINGLE UNIT VERTICAL LIFT MODULE - SINGLE UNIT � SECTION K FRONT EL2 EVATION'.- � W O J F F- NO SCAL E 51 NO SCALE 51 y UNIT SPEUFIGATION LFM9 WR) GENERAL NOTES z 0 � 2 Z Z 9: TYPE: REMSTAR 250 TYPE 'I' VERTICAL LIFT MODULE DESIGN ANCHORAGE OF UNIT TO EX15TIN6 FOUNDATION ARE FOR OVERTURNING FORGES DUE TO SEISMIC LOADS 1 UNIT HEIGHT: 208.66 IN (17' -4%") C CODE: 1991 UNIFORM BUILDINC-7 NBC), A15G 9TH EDITION UNIT WIDTH: 62.1cl IN (5 PESIC6_77 RIA: SEISMIC ZONE 3 s x UNIT DEPTH: 105.00 IN (8' -Q ") f:: Ap Ga Ip Rp (1+3 � CENTER OF GRAVITY: 1/2H (A550MEP) 5d ��-p (A55UMED PER UE36) � ` E •� MIMBER Of: TRAYS: 43 A 550 LB MAX. WT EA (23050 LB) =per Np= , � =1.0, Ap =2S, Rp =3.0 (hx/hr =D), PEI 6HT OF UNIT � Y kqT OF UNIT Al TRAYS d RAILS (DL): 60"75 LB ADHE51VE ANCHORS: ANCHORS SHALL BE HIT HY I50 (ICE30 X5193) Q WT OF LOADED TRAYS (LL): 23b50 LB (MAX) AS MANUFACTLRED BY HILTI OR EPDXY - TIE ET (lGf3O# 4 BY •n � 5IMP50N STRONG TIE, OR APPROVED EQUAL. 69(�SN.��� kqT OF UNIT FULLYLOAVED: 29,125 LB DESIGN 5E15MIG WT 2Q,125 LB SOIL BEARIN6 PRE55URE =2500 P5F+I/'3 INCREASE FOR SEISMIC. -0 (A95UMEV) -� FOOTING SLAB ON GRADE: Fc =3000 P51 MIN. 6" MIN. THICKNE Aw ll 1 I I BASE PLATE ECTION 3 a � W W >0 a W W U i � W O J F F- � Z � � F � � 2 Z Z RECEIVED f.� 7 OF 111KW11A MAR 16 2004 N J H 3 Q PERMIT CENTER � Q W W O �— COLUMN 3 Z c 0 —BASE fj_ 3/8 x%Vx7-10#6 pj W Q W LL PV (2) 1/2"4) HILTI HIT 2 > li Co HY-150 ANCHORS 2x2x3/16 KA5HER EXIST. SLAB ON GRADE G 0 N ADHESIVE DATE: JAN. 16 2004 DESIGN BY: zJD DRAWN BY: rdw SHEET s i of 1 JOB NO. 04- 126.00 v 09 - �... _ .� ....r - -.. a +_.. �.. . _ . ... ! . w a �. .y -. .. �. • • ••i�,+ ♦mow f. • a..y..M .y! wK ti V .� r w •. .� ..... _ .� y+,r� ti . � %'� •1r• 4!'.+tir �•JI ./•�.��•� ` /1.� •1[.a- 1,11x... �. VA Mme. q.�l�r"�r 1• . x �' "'�"Y�T" �l��A�MT -;rr• • �+..�. t , t �.. . - t11► :Atal�l,�:..sti ... . • .,a.. .• ._ . mi HY-150 ANCHORS 2x2x3/16 KA5HER EXIST. SLAB ON GRADE G 0 N ADHESIVE DATE: JAN. 16 2004 DESIGN BY: zJD DRAWN BY: rdw SHEET s i of 1 JOB NO. 04- 126.00 v 09 - �... _ .� ....r - -.. a +_.. �.. . _ . ... ! . w a �. .y -. .. �. • • ••i�,+ ♦mow f. • a..y..M .y! wK ti V .� r w •. .� ..... _ .� y+,r� ti . � %'� •1r• 4!'.+tir �•JI ./•�.��•� ` /1.� •1[.a- 1,11x... �. VA Mme. q.�l�r"�r 1• . x �' "'�"Y�T" �l��A�MT -;rr• • �+..�. t , t �.. . - t11► :Atal�l,�:..sti ... . • .,a.. .• ._ . mi