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Home My WebLink AboutPermit D06-202 - Upland Distribution - Building 293 - Seismic RetrofitUPLAND DISTRIBUTION BUILDING 293 1125 ANDOVER PK W D06 -202 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049102 Address: 1125 ANDOVER PK W TUKW Suite No: Tenant: Name: UPLAND DISTRIBUTION • BLDG 293 Address: 1125 ANDOVER PK W, TUKWILA WA Contact Person: Name: HEATHER LEAMAN Address: 603 STEWART ST #707, SEATTLE WA Value of Construction: $44,220.00 Type of Fire Protection: SPRINKLERS Type of Construction: IIB Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: Devperm DEVELOPMENT PERMIT Owner: Name: TWO NINE THREE & FOUR LTD Phone: Address: 1325 4TH AVE SUITE 1940, SEATTLE WA DESCRIPTION OF WORK: VOLUNTARY SEISMIC RETROFIT OF WALL ANCHORAGE AND CONTINUITY TIES. Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -202 Issue Date: 07/06/2006 Permit Expires On: 01/02/2007 Phone: 206 624 -3210 Contractor: Name: SAUNDERS CONSTRUCTION INC Phone: 949 646 -0034 Address: 1760 MONROVIA AV UNIT A -1, COSTA MESA CA Contractor License No: SAUNDCI953ND Expiration Date:08 /04/2007 Fees Collected: $1,217.88 Uniform Building Code Edition: Occupancy per UBC: 0011 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: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N 006 -202 Printed: 07 -06 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Mk VIA Date: (c+ I hereby certify that I have read and e ine th s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be mpli ith, 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 performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: Devperm 0fin OE Jo ANN k Mrn I / MT PRvP M6IZ • Date: 7-6-06 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. 006 -202 Printed: 07 -06 -2006 City oh-'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 3523049102 Address: 1125 ANDOVER PK W TUKW Suite No: Tenant: UPLAND DISTRIBUTION - BLDG 293 1: ***BUILDING DEPARTMENT CONDITIONS*** PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -202 Status: ISSUED Applied Date: 05/31/2006 Issue Date: 07/06/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special Inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 12: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ***FIRE DEPARTMENT CONDITIONS*** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Maintain existing sprinkler system piping, bracing and coverage. New brackets, beams, etc. must not obstruct sprinkler doc: Conditions D06 -202 Printed: 07 -06 -2006 head discharge in any way. doc: Conditions City chsTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director 16: 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 recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 006 -202 Printed: 07 -06 -2006 City &Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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. Signature: Om" a Print Name: v .10 ANN A MOW, i�T PI.oP MGR doc: Conditions Date: 1 006 -202 Printed: 07 -06 -2006 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:llwww. ci.tukwila. wa. us Building Permit No. a Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. or oiiceuseo 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 LOCATION King Co Assessor's Tax No.: i4 2 41 I o2. Site Address: I t Z5 At4(7(fl- WRY vagiel" Suite Number: Floor. Tenant Name: tAIIIG( (.Jt 24 �J . 4'Mt 1, ra1tOFf T' New Tenant: ❑ Yes K No Property Owners Name: A407 TRPn-'1 t Ccr- Ptizh"lufk Mailing Address: "2-12-1 tztA j;wiA,-1 (FLU- LlI (o rl A -wL City w State CONTACT PERSON Name: titall*Es LattkAa.1 Day Telephone:ne Mailing Address: I fI City State Z.. E-Mail Address: ( L & r Y, - Fax Number: SC (Q 2`r 2 2 7-1 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) - - Company Name: "1 Mailing Address: City State Zip Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record � Company Name: J �4 Pi� PX.{ Mailing Address: Contact Person: E -Mail Address: Fax Number: Q: ApplicationsWomu- Applications On LineV -2006- Permit Application.doc Revised: 4-2006 bh State Zip vir falai ty State Zip _11-1111a Day Telephone: `fe 2.449 0 Page 1 of6 BUILDING PERMIT INFORI iTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ` tige7 Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑ .. YesNo (If yes, a separate permit and plan submittal will be required) 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? ❑....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: g Sprinklers El „Automatic Fire Alarm ❑..None Will there be storage or use of flammable, combustible or hazardous materials in the building? El .. Yes ' . No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Q: ApplicationsWorms- Applications On Linc3-2006 - Permit Application-dm Revised: 4 -2006 bb ❑ ..Other (specify) SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor II _ k t .-- r'' Floor 3 Floor Floors thin Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORI iTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ` tige7 Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑ .. YesNo (If yes, a separate permit and plan submittal will be required) 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? ❑....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: g Sprinklers El „Automatic Fire Alarm ❑..None Will there be storage or use of flammable, combustible or hazardous materials in the building? El .. Yes ' . No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Q: ApplicationsWorms- Applications On Linc3-2006 - Permit Application-dm Revised: 4 -2006 bb ❑ ..Other (specify) SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT I1RMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size ❑ ...Water Only Meter Size cubic yards cubic yards ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private Q: Npplications\Fonns- Applications On Line 3 -2006 - Permit Application.dac Reviscd: 4 -2006 bh Vlobc Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑ ...Tukwila ❑...ValVue ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilling_ Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 PERMIT APPLICATION NOS — 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbinp Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 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 M4 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: }{� , y Print Name: t 1' n 1 - 1 Date Application Accepted: o4' k, Q:UpplicntiondPonnsApplicntions On LineV -2006 - Permit APPlicntion.doc Revised: 4-2006 bh Date: Day Telephone: 204 6; 21 2 Min Mailing Address: (e0 elW i1 i ? ,-- °p r f7 I City State Zip Date Application Expires: +tt3 Staff Initials: Page 6 of 6 RECEIPT NO: R06 -00978 Payment Date: 07/06/2006 User ID: 1165 Total Payment: 2,767.88 Initials: JEM Payee: AMB ALLIANCE FUND III, LLC SET ID: 0706 SET NAME: SEISMIC RETROFITS SET TRANSACTIONS: Set Member Amount D06 -200 D06 -201 D06 -202 D06 -203 TOTAL: TRANSACTION LIST: Type Method Description Payment Check 0200136 ACCOUNT ITEM LIST: Description 614.68 602.16 739.88 811.16 2,767.88 BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT TOTAL: Amount 2,767.88 2,767.88 Account Code Current Pmts 000/322.100 2,749.88 000/386.904 18.00 TOTAL: 2,767.88 7135 07/07 9710 TOTAL 2767.88 Steven M. Mullet, Manor Steve Lancaster, Director RECEIPT NO: R06 -00769 Initials: JEM Payee: R. 3. HALLISSEY CO, INC. SET ID: 053106 SET TRANSACTIONS: Set Member Amount D06 -200 396.62 006 -201 388.48 D06 -202 478.00 006 -203 524.33 TOTAL: 1,787.43 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT Copy Reprinted on 05 -31 -2006 at 15:20:46 05/31/2006 Payment Date: 05/31/2006 User ID: 1165 Total Payment:1,787.43 SET NAME: SEISMIC RETROFIT TRANSACTION LIST: Type Method Description Amount Payment Check 7129 1,787.43 TOTAL: 1,787.43 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 1,787.43 TOTAL: 1,787.43 5976 06/01 9716 TOTAL 1787.43 Steven M. Mullet, Mayor Steve Lancaster, Director Project: 2/ )Z 44/D .Zit//'' . Type of Inspection: /-', 4v /9 V Address: )12 Date Called: Special Instructions: Date Wan[ / _p alp, �� Requ Phone No: 3 INSPECTION RECORD Rain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. PERMIT NO. (206)431 -3 El Corrections required prior to approval. COMMENTS: - i / -, ?/4it7 /it%!o - 74,9,e-do c/ /9rjr i o /*Xi //t / 'i/a� Date: /2- - /2 - (f nspe or: (\ )/ 7 / 1 t �u . ta. j A $ 8.00 REINSPECTION EE REQUIRED Prior to inspection, fee must be l aid at 6300 Southcente+ Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: 7 > 0 ,��/�s,4 z y z Type of Inspection: \J 4- 7r57 ,l-=•-7 -� Address: - /125 .9 Date Called: Special Instructions: Date Wanted: / � �.m. ,2 `j. -, --° M .nr: Requester: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 Approved per applicable codes. COMMENTS: �Q. pA,4 L, 11C11.- ll S c 4nL & r • <t 5 -e s / w iv lea Ccc 5 5 r ///2 le 44 A #4 i7o 4, ri $58.00 VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit 2:!:! ? Corrections required prior to approval. Project:P L, tok N6 ; ll�� P y jypeoflnsperie. _ e - 0 \, Address: R ,j Date Calle SIJeaafI t3dttLI&"Y; t P Q e l�-ro ' OP C I " ''li vJ Date Wanted: �,rM Requester: Phone No: eat el t0'141 I INSPECTION NO. INSPECTION RECORD (C,'Z0 Retain a copy with permit '"� PERMI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)43 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 6 +-d-e — N r: Date: ? — r r 00 REINSPECTION FEE QUIRED. Prior inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rec No.: (Date: COMMENTS: Sprinklers: Fire Alarm: Type of Inspection: FA F,k) eac_ FA r ANAL. N o* iv cede _v. fs Contact Person: G-le i.. i) P Ry Special Instructions: Np Fit t,Jo,e e ta(4 e. t i_ , ___ iati Niae-et 8 4-`( ) ut.. :t_ ,Jt Cm 1Pfj Project: Slq VI 7, 5 Sprinklers: Fire Alarm: Type of Inspection: FA F,k) eac_ Address 0.301 Suite #: 1 - _v. fs Contact Person: G-le i.. i) P Ry Special Instructions: Phone No.: 26 6 /73 -L/983 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECITON NUMBER INSPECTION RECORD Retain a copy with permit D r — 2c � PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Inspector: i, / i y Date: /6 / /c /0/O Hrs.: /300 Project: n u P(�xlk b, s . CejLIL Type of Inspection: rage_ Ryas-I-- Address: r (a S Suite #: r : a N tou eft. PK w Contact Person: Ck,c; 5 (Jfr /c,v c, 4 Special Instructions: A% Phone No.: ,.)b -a-s►- 0 ►33 Needs Shift Inspection: iv Sprinklers: Y Fire Alarm: _ A% Hood & Duct: ,V Monitor: 6 p j Pre -Fire: Permits: Occupancy Type: 51 • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206 -575 -4407 [_Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 bo(o - ,Qo a. PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Fiat EiNA 61-4 Inspector: P i 5 / y Date: a /q /rJ h Hrs.: . 5 /V' n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from G I the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F:P. 113 c Voluntary Seismic Retrofit For Upland Distribution Center Buildidg 1125 Andover Park West Tukwila, Washington 98188 `- - REVIEWED FOR CODE COMPLIANCE rc Annonucq ) JUN 1 6 2006 Ci Oftukwlli RIA D N( MEAN RECEIVED CRY OFTUKWILA MAY 31 2006 PERMIT CENTER VW 2-02- J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Voluntary Seismic Retrofit for Upland Distribution Center Building 293 1125 Andover Park West Tukwila, Washington 98188 May 4, 2006 JSD # 2006.111.00 phase 05 I ocPUEs W19/ n A Prepared for AMB Property Corporation San Francisco, California JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 1 ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit Location Upland Distribution Center This spreadsheet summartizes the site-specific information for the Voluntary Seismic Retrofit of a one-story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code (IBC). IBC Sec. 1615 Site Ground Motion Latitude = Longitude = Soil Profile Type (Class) = Mapped Spectral Acceleration = Ss = Mapped Spectral Acceleration = = Adjusted Mapped Spectral Acceleration = S Adjusted Mapped Spectral Acceleration = SMI Design Spectral Acceleration, Sin = 2SMS / 3 = Design Spectral Acceleration, SDI = 2Sl / 3= IBC Sec. 1616 Criteria Selection 2006.111.00 Upland Bldg 293-retrofit.Site J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS u, I: — ' .• . • • 'Iv; 2.5 1 . IDDIlend Dr • • t i 2,ob - Gooslc Seismic Use Group = Seismic Design Category = Importance Factor = = I Site Information 2 i tik'r 4 10 iiii•0 , g S 0.469 g 0.886 1.00 , 0 0 Sec. 1616.2 Tables 1616.3(1) and (2) Table 1604.5 JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 2 ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit Roof Weight Roofing: 1/2" Plywood Sheathing: Pur lins: 4" x 16"(11.0 8/ft) @ 8' oc: Girders: 6.75" x 31.5" 012 (51.7 #/f1)@ 24' oc Mechanical / Electrical Sprinklers: Suspended Ceiling System: Miscellaneous: TOTAL: IBC Sec. 1607.11.2 Minimum Roof Live Load For Flat Roofs 2006.111.00 Upland Bldg 293-retrofitRoof J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Roof Loads This spreadsheet calculates the roof loads for the Voluntary Seismic Retrofit of a one-story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code (IBC). Tributary Area (A.) 0 to 200 ft 200 to 600 ft over 600 ft 3 psf psf psf psf psf psf psf psf psf Live Load 12 1.2 - 0.001A 20 59.063 JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: .3 ENGINEER: LW DATE: Apr-06 ANALYSIS• Voluntary Seismic Retrofit J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Longitudinal Perimeter Walls (Walls 1 and 16) This spreadsheet performs supporting calculations for out -of -plane wall anchorage for the Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code Tributary Wall Weight IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Allowable Stress Design Basis Top - Of - Wall Elevation = h = Average Diaphragm Elevation = lt = Bottom -Of -Wall Elevation = h bo1 0 ", ft Wall Thickness = T = inch Wall Unit Weight = W = pcf Tributary Wall Height = H = 13.208 ft Tributary Wall Weight = W = 1037 #/ft Importance Factor = I = 1.00 Design Spectral Acceleration = SDS = 0.886 F = 280 #/ft F = 0.10W 104 #/ft F = 0.8S = 735 #/ft F = 735 #/ft 2006.111.00 Upland Bldg 293-retroditlWalts 1 and 16 4 Anchor Spacing = s = L $ f zi ft EASD F / 1.4 = 525 #/ft F = sE = 4333 pounds for non - steel elements F„p =1.4F = 6066 pounds for steel elements H= (h h +h W TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16-62 largest (F F Fp3] JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: q ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit Continuity Tie At Wall - Zone 4 Hardware (2) CT/T2 Paired Units - Model = Number Of Bolts = Bolt Diameter = Rod Diameter = Number of Paired Assemblies =N = Wood Member Thickness = Wood Capacity Each Pair = V = Steel Capacity Each Pair = V, = F =F /2N= Total Wood Capacity = NVw = Fwaod °wow) Total Steel Capacity = NV, = F,,„ (aaow) = Wood Capacity Unity Check = F / F,,, °mow) = Steel Capacity Unity Check = F,,„1/ F (wow) = Continuity Tie At Wall - Simpson Hardware (2) Paired Units - Model = Rod Strength = F„ = Rod Diameter = d yad = Number Of Bolts = Bolt Diameter = Number of Paired Assemblies =N = Wood Member Thickness = Wood Capacity Each Pair = V = Rod Area = Arad = Steel Capacity Each Pair = V, _ F, = F /2N= Total Wood Capacity =NV„ = F„.00d (allow) = Total Steel Capacity =NV, = F eel ( = Wood Capacity Unity Check = F / F„ood wk.) = Steel Capacity Unity Check = F, l / F eed (.11ow) = 2006.111.00 Upland Bldg 293 - retrofit \Walls 1 and 18 5 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Longitudinal Perimeter Walls (Walls 1 and 16) inches pounds pounds 2167 pounds 5071 pounds 22503 pounds 0.85 OK 0.27 OK 0.3068 1627 2167 5550 8034 0.78 0.76 inches inches psi inches inches inches pounds in pounds pounds pounds pounds OK OK ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33F„)A,od JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 3 ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit Increase for Short-Term Loading, Inc =IS Allowable Tension Loads from Table 6 Tension Capacity of Concrete, Tension Capacity of Rod Steel, Allowable Shear Loads from Table 7 Shear Capacity of Concrete, Shear Capacity of Rod Steel, Spacing Distance for Full Capacity, Edge Distance for Full Capacity, 2006,111.00 Upland Bldg 293- retrotit\Hitti 1 J.S. DYER &ASSOCIATES INC. S T R U C T U R A L E N G I N E E R S d = 3/4 In e =A A3tY in in Ps = Vs = Tc = Ts = V c = Vs = 5.667 f c ASTM A36 s =?. t7: Ibs Ibs psi in in in 4,932 Ibs 8,455 Ibs 5,522 Ibs 4,355 Ibs Edge Distance & Spacing for Full Capacity from Table 6 8.500 In 6.500 in Reduction Factors from Table 4 Min Anchor Spacing Distance Factor, 0.250 Min Anchor Spacing Distance, 2.125 in Min Anchor Edge Distance Factor, 0.330 Min Anchor Edge Distance, 2.145 in Tension Capacity Reduction Factors Based on Anchor Spacing, fn = 0.700 Based on Anchor Edge Distance, fn = 0.600 Shear Capacity Toward Edge Reduction Factors Based on Anchor Spacing, fv = 0.700 Based on Anchor Edge Distance, Tv = 0.200 Shear Capacity Not Toward Edge Reduction Factors Based on Anchor Spacing, fv = 0.700 Based on Anchor Edge Distance, fv = 0.600 Calculated Reductions for Concrete Capacity Tension Capacity Reduction Based on Spacing, Rt1 = Based on Edge Distance, Rt2 Reduction, Rt = Rt1 * Rt2 = Shear Toward Edge Capacity Reduction Based on Spacing, Ref = Based on Edge Distance, Re2 Reduction, Re = Re1 • Re2 Shear Not Toward Edge Capacity Reduction Based on Spacing, Rn1 = Based on Edge Distance, Rn2 = Reduction, Rn = Rn1 • Rn2 Adjusted Allowable Loads Concrete Allowables Tension, Ptc = Tc • Inc • Rt V Toward Edge, Vtc = Vc • Inc • Re = V Not Toward Edge, Vnc = Vc " Inc • Rn = Rod Steel Allowables Tension, Shear, 0.882 1.000 0.882 0.882 1.000 0.882 0.882 1.000 0.882 5,801 Ibs 6,494 Ibs 6,494 Ibs Pts = Ts • Inc = 11,271 Ibs Vts = Vs • Inc = 5,805 Ibs Concrete Tension + Shear Toward Edge Interaction, Uct = (Ps / Ptc) + (Vs / Vtc) = 0.373 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Ptc) + (Vs / Vnc) = 0.373 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.037 OK Concrete Thickness, Ut = t / e = 1.529 OK JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: (,, ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Transverse Perimeter Walls (Walls A and G) This spreadsheet performs supporting calculations for out -of -plane wall anchorage for the Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code Tributary Wall Weight Allowable Stress Design Basis Top -Of -Wall Elevation = 11„ p = Average Diaphragm Elevation = h = Bottom -Of -Wall Elevation = N = Wall Thickness = T = Wall Unit Weight = W = Tributary Wall Height = H = Tributary Wall Weight = W = Anchor Spacing = s = EnD Fp / F = sEASD = Fi sted =1.4F 2006.111.00 Upland Bldg 293- retroffi \Walls A and G 7 ft it inch pcf 13.208 ft 1037 #/ft IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Importance Factor = I = 1.00 Design Spectral Acceleration = Sos = 0.886 F = 280 #/ft F = 0.10W = 104 #/ft F = 0.8S = 735 #/ft F = 735 #/ft 525 ft H= (h h„) +0.5(h +h W TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16 -62 largest [F F F #/ft pounds for non -steel elements pounds for steel elements JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: R ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit Continuity Tie At Wall - Zone 4 Hardware (2) CT/T2 Paired Units - Model = Number Of Bolts Bolt Diameter - 4- - Rod Diameter = Number of Paired Assemblies = N Wood Member Thickness = Wood Capacity Each Pair = V„ Steel Capacity Each Pair = V, - F,.. F / 2N = Total Wood Capacity = NV w = F (41 Total Steel Capacity = NV, = F = Wood Capacity Unity Check = F / F„,..d(anow) Steel Capacity Unity Check = / F ace 0 , 11 .„ 4 = Continuity Tie At Wall - Simpson Hardware (2) Paired Units - Model = Rod Strength = F. = Rod Diameter = d = Number Of Bolts = Bolt Diameter = Number of Paired Assemblies = N = Wood Member Thickness = Wood Capacity Each Pair = V„ = Rod Area = A„d = Steel Capacity Each Pair = V, = F„d = F / 2N = Total Wood Capacity = NV = F„ (allow) Total Steel Capacity = NV, = F eta (wow) = Wood Capacity Unity Check = F / Fd (flow) = Steel Capacity Unity Check = F / F (aflow) = 2908.111.00 Upland Bldg 293-retrofit‘Walls A and G 6 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Transverse Perimeter Walls (Walls A and G) I inches j inches i s - inches pounds pounds 2101 pounds 5071 pounds 22503 pounds 0.83 OK 0.26 OK psi inches inches inches pounds 0.3068 in 8034 pounds 2101 pounds 5550 pounds 8034 pounds 0.76 OK 0.73 OK ICBO ER-5302, Table 2 ICBO ER-5302, Table 2 V, = 2(0.33F.)Arod JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 8 ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit Spacing Distance for Full Capacity, Edge Distance for Full Capacity, 2006.111.00 Upland Bldg 293- retrofit\Hilti 2 J.S. DYER & ASSOCIATES INC STRUCTURAL ENGINEERS d = 3/4 in 5.667 ASTM A36 Tc = Ts = V c = Vs = in in in 4,932 Ibs 8,455 lbs 5,522 Ibs 4,355 Ibs Edge Distance & Spacing for Full Capacity from Table 8 8.500 in 6.500 in Reduction Factors from Table 4 Min Anchor Spacing Distance Factor, 0.250 Min Anchor Spacing Distance, 2.125 in Min Anchor Edge Distance Factor, 0.330 Min Anchor Edge Distance, 2.145 in Tension Capacity Reduction Factors Based on Anchor Spacing, fn = 0.700 Based on Anchor Edge Distance, fn = 0.600 Shear Capacity Toward Edge Reduction Factors Based on Anchor Spacing, fv = 0.700 Based on Anchor Edge Distance, fv = 0.200 Shear Capacity Not Toward Edge Reduction Factors Based on Anchor Spacing, fv = 0.700 Based on Anchor Edge Distance, fv = 0.600 Calculated Reductions for Concrete Capacity Tension Capacity Reduction Based on Spacing, Rt1 = Based on Edge Distance, Rt2 = Reduction, Rt = Rt1 " Rt2 = Shear Toward Edge Capacity Reduction Based on Spacing, Re1 = Based on Edge Distance, Re2 = Reduction, Re = Rel • Re2 = Shear Not Toward Edge Capacity Reduction Based on Spacing, Rnt = Based on Edge Distance, Rn2 = Reduction, Rn = Rn1 • Rn2 = Adjusted Allowable Loads Concrete Allowabies Tension, Ptc = Tc • Inc • Rt = V Toward Edge, Vtc = Vc • Inc • Re = V Not Toward Edge, Vnc = Vc • Inc • Rn = Rod Steel Allowables Tension, Shear, 0.882 1.000 0.882 0.882 1.000 0.882 0.882 1.000 0.882 5,801 lbs 6,494 Ibs 6,494 lbs Pts= Ts• Inc = 11,271 Ibs Vts = Vs • Inc = 5,805 lbs Concrete Tension + Shear Toward Edge Interaction, Uct = (Ps / Ptc) + (Vs / Vtc) = 0.373 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Ptc) + (Vs / Vnc) = 0.373 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.037 OK Concrete Thickness, Ut = t / e = 1.529 OK JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: <9 ENGINEER: LW DATE: Apr -06 ANALYSIS: Wall Anchorage to Flexible Diaphragm, Rods This spreadsheet performs supporting calculations for out -of -plane wall anchorage for the Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code Tributary Wall Weight IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Allowable Stress Design Basis Steel Anchor Road Design Top -Of -Wall Elevation = h, = Average Diaphragm Elevation = h = Bottom -Of -Wall Elevation = h bot = Wall Thickness = T = Wall Unit Weight = W = 5 +` pcf Tributary Wall Height = H = 13.25 ft Tributary Wall Weight = W = 1041 #/ft Importance Factor = I = 1.00 0.886 . 280 #/ft 104 #/ft 738 #/ft 738 #/ft Design Spectral Acceleration = S = F = F = 0.10W = F0 = 0.8SDSIEW = F = Gross Area of Rod, Ag = Net Tensile Area of Road, An = Allowable Stress Increase = Rod Tension Capacity: Yield Stress, T = Rod Tension Capacity: Ultimate Tensile Stress, T = Wall Anchorage Demand, F = Rod Tension Capcity, T = Steel Capacity Unity Check = F / Fe ( = 2006.111.00 Upland Bldg 293- retrofiaRods 10 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Anchor Road Material = Yield Strength, Fy = Ultimate Tensile Strength, Fu = Rod Diameter = Wall Anchorage - Steel Anchor Rod 24 5, ft ft �.F�!f1 -tft 1 inch Anchor Spacing = s =Lkaj ft E,sD = F / 1.4 = 527 #/ft F = SE = 4347 pounds =1.4F — 6085 pounds ASTM A36 36 ksi 58 ksi inches 0.442 in 0.334 i 1.33 12.692 12.900 6.085 12.692 0.48 k k k k OK H= (k - h +0.5(h W TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16 -62 largest [F F F for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: I O ENGINEER: LW DATE: Apr -06 ANALYSIS: Wall Anchorage to Flexible Diaphragm, Rods Spacing Distance for Full Capacity, 8.500 In Tension, Pts = Ts • Inc = 11,271 Ibs Edge Distance for Full Capacity, 6.500 in Shear, Vts = Vs • Inc = 5,805 Ibs Concrete Tension + Shear Toward Edge Interaction, Uct = (Ps / Ptc) + (Vs / Vtc) = 0.583 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Ptc) + (Vs / Vnc) = 0.583 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.090 OK Concrete Thickness, Ut = t 1 e = 1.529 OK JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: t I ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis Transverse Longitudinal 0.23 0.222 0.950 0.039 0.000 0.039 0.222 C, = I Transverse 0.222 0.354 0.177 0.222 0.158 Longitudinal 0.222 0.354 0.177 0.222 0.158 F =C Fp(mex) = 0.4SDSIEW = Fp(min) = 0.2SDSIEW = F = Fp(ASD) = F / 1.4 = Seismic Lateral Loads For Diaphragm Design 0.23 0.222 0.950 0.039 0.000 0.039 0.222 Transverse Tributary Wall Weight = W„ = Roof Length = L = Roof Unit Weight = U = Roof Weight = LU = W,„„ 1440 Total Weight =2W + W,pnt = Wp = 3514 Roof Seismic Load = Fp(ASD)Wp= V,p 556 2006.111.00 Upland Bldg 293-retrofit\Diaphragm g g ft seconds w, W, W, W w 2 -02, Sec. 9.5.5 be used. linked from Site linked from Site linked from Site linked from Site Table 9.5.2.2 Table 9.5.2.2, footnote g Table 9.5.5.3.2 code interpretation for diaphragms Eq. 9.5.5.3.2 -1 Eq. 9.5.5.2 -1.1 Eq. 9.5.5.2 -1.2 Eq. 9.5.5.2 -1.3 Eq. 9.5.5.2 -1.4 Clotho = larger [Cx(minl), CS(SDC E or F)1 Cs(min) < C, < Cs(max) Eq. 16 -63 F p(min) < Fp < Fp(max) previously calculated previously calculated JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 12Z ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis + + + + Diaphragm Analysis L DIAPHRAGM PLAN VW. = V.00rL /2 = V... /W DIAPHRAGM SHEARS MW. = V,00r13/8 .,Immnulll = MWX /W CHORD FORCES SubDiaphragm Analysis L DIAPHRAGM PI AN VW. = V.mrL /2 b llk.VW. = VW. /W .,,11111 DIAPHRAGM SHEARS M.0 = VworL /8 AIIII1n1111i111 T = MW /w CHORD FORCES J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS V roo r = L= W= V mxx = Vmax = Mmn = T mm = V L= W= V max v �� m Mmax = T = 2006.111.00 Upland Bldg 293- retrofiflDiaphragm 13 Diaphragms #/ft ft ft pounds 4i/ft ft-# pounds 21372 668 132237 4132 6672 278 40032 1668 #/ft ft ft pounds #/ft ft-# pounds Seismic Lateral Load Diaphragm Length Diaphragm Depth Maximum Shear Maximum Shear Maximum Moment Maximum Chord Force Seismic Lateral Load Diaphragm Length Diaphragm Depth Maximum Shear Maximum Shear Maximum Moment Maximum Chord Force JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: i7 ENGINEER: LW DATE: Apr-06 ANALYSIS• Diaphragm Continuity Ties J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS This spreadsheet performs supporting calculations for continuity ties for the Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code (IBC). IBC Sec. 1616.4.2 Connections IBC Sec. 1620.2.4 Connections Dead = D }2 QO ; psf Live = L s psf Area = A = < 8tt3, q ft F = 0.05(D+L)A = 10723 pounds Design Spectral Acceleration = S =f 0.8861 g w= DA = 107234 pounds F = 0 . 1 33Sosw'p = 12636 pounds F = 0.05w = 5362 pounds Wall Force Wall Anchorage Force = F = ` 1 #/ft Tie Spacing = s = s ft F = F„s = 25666 pounds Subdiaphragm Force Number Subdiaphragms =N = Edge Reaction = V = 12 [ pounds previously calculated F =NV = 21372 pounds strength level Allowable Stress Design Basis F 10723 Fp2 = 12636 F = 5362 F = 25666 F = 21372 F = 25666 F =F /1.4 F eed =1.4F = 25666 2008.111.00 Upland Bldg 293- retrofinTfe (NS) 14 Continuity Ties - Longitudinal Direction (NS Forces) 18333 pounds pounds pounds pounds pounds pounds pounds pounds ASD Basis roof dead load roof live load area tributary to tie strength level previously calculated weight tributary to tie Eq. 16 -58 Eq. 16 -59 previously calculated strength level largest [F Fp2, Fp3, F0, Fps] for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 14 ENGINEER: LW DATE: Apr-06 ANALYSIS• Diaphragm Continuity Ties Steel Capacity Unity Check = Fnal / Lei ( = 0.94 OK 2006.111.00 Upland Bldg 293- retrofitttie (NS) 15 d,w.L 'YLLl„111 mow! tea,.®, = ,A•.0. Y„Ow MLCVT f• ammmunTeooi MSS i q.` K N8 AY MYM SSW ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V,= 2(0.33F„)Arod JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: t b ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties F = 0.05w — F — p — 1855 pounds Eq. 16 -59 Wall Anchorage Force = F — #/ft Tie Spacing = s = '.?r"#1' ft F = F = 24888 pounds Subdiapbragm Force Number Subdiaphragms = N = Edge Reaction = Vma =L . r' pounds previously calculated F NVma = 6672 pounds strength level F = 3710 pounds F = 4372 pounds F = 1855 pounds F = 24888 pounds F = 6672 pounds F = 24888 pounds F = F / 1.4 = 17777 pounds F = 1.4F 24888 pounds ASD Basis previously calculated strength level largest [Fpt, Fp2, Fp3, Fp4, Fps) for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 293 JOB NO: 2006.111.00 SHEET NO: 14, ENGINEER: LW DATE: Apr-06 ANALYSIS. Diaphragm Continuity Ties Continuity Tie At Wall - Zone 4 Hardware Total Wood Capacity = NV„ = = Total Steel Capacity = NV, = on .„ ) = Wood Capacity Unity Check = F / = Steel Capacity Unity Check = F / Fits (dkw) Continuity Tie At Wall - Simpson Hardware (2) Paired Units - Model Rod Strength = F. = Rod Diameter = d = Number Of Bolts = Bolt Diameter = Number of Paired Assemblies =N = Wood Member Thickness = Wood Capacity Each Pair = V = Rod Area = A — Steel Capacity Each Pair = V, = F F / 2N = Total Wood Capacity = NV„ = F„,.. dollow) = Total Steel Capacity = NV, = F m = Wood Capacity Unity Check = F / F oll Steel Capacity Unity Check = F / F (slk.) = 2006.111.00 Upland Bldg 293-retrofthTle (EW) 17 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Continuity Ties - Transverse Direction (EW Forces) (2) CT/T2 Paired Units - Model = Number Of Bolts = Bolt Diameter = Rod Diameter = Number of Paired Assemblies = N = Wood Member Thickness = Wood Capacity Each Pair = V„ = Steel Capacity Each Pair = V, = I , inches inches inches pounds 4 pounds F = F / 2N = 8889 pounds 23322 pounds 39966 pounds 0.76 OK 0.62 OK psi inches inches inches pounds 0.7854 in 27200 pounds 8889 pounds 22160 pounds 27200 pounds 0.80 OK 0.92 OK ICBO ER-5302, Table 2 ICBO ER-5302, Table 2 V, = 2(0.33FJA,.. DEPARTMENTS: 6 Buircrig Division Public Works ( nn Wk (c- n -0fv PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -202 DATE: 05 -31 -06 PROJECT NAME: BUILDING 293 SITE ADDRESS: 1125 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 5(t AJAX- (o-(' 6 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUESITHURS ROUTING: Please Route Wi Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents4outing slip.doc 2-28-02 Incomplete ❑ Approved with Conditions Pla ni g Division ❑ Permit Coordinator DUE DATE: 06-06-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 07-04-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SAUNDCI953ND Licensee Name SAUNDERS CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602518261 Ind. Ins. Account Id PRESIDENT Business Type CORPORATION Address 1 1760 MONROVIA AVE UNIT A -1 Address 2 City COSTA MESA County OUT OF STATE State CA Zip 92627 Phone 9496460034 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/4/2005 Expiration Date 8/4/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CASILLAS, PATRICIA AGENT 08/04/2005 SAUNDERS, STEVEN PRESIDENT 08/04/2005 HILL, SUSAN SECRETARY 08/04/2005 Look Up a Contractor, Electric' nil or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond .Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date DEVELOPERS SURETY & Until https: / /fortress .wa.gov /lni/bbip /printer.aspx ?License= SAUNDCI953ND 07/06/2006 x x x x