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Home My WebLink AboutPermit D06-200 - Upland Distribution - Building 425 - Seismic RetrofitUPLAND DISTRIBUTION BUILDING 425 305 ANDOVER PK W D06 -200 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8836500050 Address: 305 UPLAND DR TUKW Suite No: Tenant: Name: UPLAND DISTRIBUTION - BLDG 425 Address: 305 ANDOVER PK W, TUKWILA WA Owner: Name: COOMBS DON W TRUSTEE Address' 1325 FOURTH AVE SUITE 1940, SEATTLE WA Contact Person: Name: HEATHER LEAMAN Address: 603 STEWART ST #707, SEATTLE WA 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 DESCRIPTION OF WORK: VOLUNTARY SEISMIC RETROFIT OF WALL ANCHORAGE AND CONTINUITY TIES. Value of Construction: $34,202.00 Fees Collected: $1,011.30 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: Type of Construction: IIB Occupancy per UBC: 0011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT doe: Devperm Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -200 Issue Date' 07/06/2006 Permit Expires On: 01/02/2007 Phone: Phone: 206 624 -3210 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 -200 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: Signature: Print Name: doc: Devperm AlP Date: d.Plag I hereby certify that 1 have read and a i ed t 's permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b c mp 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. J ANN A % IN MCI PROP. MGR. Date: 7-6-OG 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 fast inspection. D06 -200 Printed: 07-06-2006 City aidTukwila Parcel No.: 8836500050 Address: 305 UPLAND DR TUKW Suite No: Tenant: UPLAND DISTRIBUTION • BLDG 425 1: ***BUILDING DEPARTMENT CONDITIONS*** 14: ***FIRE DEPARTMENT CONDITIONS "' doc: Conditions 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 PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -200 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: 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. 12: 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). 13: 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. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D06 -200 Printed: 07 -06 -2006 following concerns: doc: Conditions City okr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us **continued on next page** Steven M. Mullet, Mayor Steve Lancaster, Director 16: Maintain existing sprinkler system piping, bracing and coverage. New brackets, beams, etc. must not obstruct sprinkler head discharge in any way. 17: 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) 18: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 006 -200 Printed: 07 -06 -2006 City or'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwtla.wa.us 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: a,m 0. icc-flu,„_) Print Name: .o ANN k 6A IMF , MOE PREP MGR doc: Conditions Steven M. Mullet, Mayor Steve Lancaster, Director Date: 7 -G-ao D06 -200 Printed: 07-06 -2006 CITY OF TUKW/L Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h t tp:ll www. ci. tkwila. wa. us 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 Address:?( &f x)y� 11C Tenant Name: Building Permit No. ` f -1 Mechanical Permit No Plumbing/Gas Permit No Public - Works:Permit No:� ;ojebt No. or of use only) King Co Assessor's Tax No.: 3 2- 41 I n2. Floor: — Suite Number: VS .. is. " ...y►G.:atalf New Tenant: ❑ Yes KNo Property Owners Name: AiM2 ¶ROP�1" f Car- PLR-#c1fd) 4 Mailing Address: 212:1 / Al to 4f i t WI (O "Thar-WI, w A- q bz`lis City State Zip i t: Name: ft-EaTh q-- Mailing Address: E-Mail Address:: [ejrk-.\l - c a✓t GENERAL "CONTRACTOR INFORMATION (Contractorinformation for Mechanical (pg 4 )for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Day Telephone: '" I1- * City State Fax Number: qap IQ / ,,- ta \ 2 /n s City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD -A11 plans must be we stamped by Engineer of Record Company Name: Mailing Address: Contact Person Je E-Mail Address: QMpplic.tio sWonni- Appaations On tine 3- 2006 -Permit Applicntion.doc Revised: 4-2006 bb City Day Telephone: Fax Number: State Zip tat VS ity State Zip Day Telephone: i at: / Fax Number: t� l Pita en YIP Page 1 of 6 ( `BUILDING PERMIT' INFORM 1ON - 206- 431 -3670 Valuation of Project (contractor's bid price): $ o'202- cO Existing Building Valuation: $ Scope of Work (please provide detailed information): vd44 tm yr P '4i &'t' fic Will there be new rack storage? ❑ ..Yes VNo (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below 1 Floor Z°0- Floor. 3"° Floor asement ' Accessory. Structure* _ Attached Garage Detached Garage _ Attached Carport Detached Carport - '. ; Covered Deck Uncovered Deck isting Interior Remodel Addition to Existing Structure New Type of Construction per IBC i t -� Type of Occupancy per IBC 4. 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: l Sprinklerss ❑..Automatic Fire Alarm ❑..None ❑ -Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. 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. 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. Q AppIicatioa cans- Applinlions an IiiwU -2006 - Pernil Appacation.doc Revised: 0-2006 bh Page 2 of 6 ( PUBLIC WORKS PERMIT IN SRMATION - 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District b ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑... ValVue 0... Sewer Availability Provided ubmitted with Application (mark boxes which applv): .. .Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) reposed Activities (mark boxes that apply); 0 ...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 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ . ❑ ...Cap or Remove Utilities ❑ . ❑ ...Frontage Improvements ❑ . ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water PP QMIptica iooN'ans-Applicatiau Oo Line V- 2006 -Permit Application.doc Revised: 4-2006 b0 Call before you Dig: 1- 800 -424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Private Private ❑ .. Highline ❑ .. Renton ❑ .. Seattle ❑ .. Approved Septic Plans Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Renton ❑ .. 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 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing; Name: Day Telephone: Mailing Address: City .State Zip Page 3 of 6 PERMIT APPLICATION NO1Nb - 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. 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 Signature: Print Name: 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). Plumbing 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 Date Application Accepted: Day Telephone: 20(e , l 272-to Mailing Address: Ce0 htq .0A et. *1(n �� (/7 City State Zip Date Application Expires: vs I ltfce QMppac tion.WFonnsAppliwYoes On Line\- 2006 - Permit Applicaaoa.6ae Revised: 42006 bh Date: Staff' Initials: • I Page 6 of 6 RECEIPT NO: R06 -00978 Initials: JEM Payment Date: 07/06/2006 User ID: 1165 Total Payment: 2,767.88 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 71.35 07/07 7710 TOTAL 2767.88 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIPT NO: R06 -00769 Initials: JEM Payee: R. 1 HALLISSEY CO, INC. SET TRANSACTIONS: Set Member Amount D06 -200 396.62 006 -201 388.48 D06 -202 478.00 D06 -203 524.33 TOTAL: 1,787.43 ACCOUNT ITEM LIST: Description 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 ID: 053106 SET NAME: SEISMIC RETROFIT TRANSACTION LIST: Type Method Description Amount Payment Check 7129 1,787.43 TOTAL: 1,787.43 PLAN CHECK - NONRES 000/345.830 TOTAL: Account Code Current Pmts 1,787.43 1,787.43 5975 06/01 9716 TOTAL 1787.43 Steven M. Mullet, Mayor Steve Lancaster, Director Project: 9 r V : 1_4 1/4.1b 'I`nl(' Type of Inspection: r/ Al U / Address: rj( AKA Net Pu u, Date Called: Special Instructions: Date Want d: / 2 l / kU to a.m. Requester: Phone No: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Doer zoo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- '1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �'a r 1 4 - C &vv (f 4 e (P I rJ a Date: /z /i z d6 8.00 REINSPECTIO FEE REQUI5EO. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., ite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: 2/ , )LAn/0 23 /6 Type of Inspection: , A b V Address: „, 3 L /PGANi .v Called: _ Special Instructions: - Date Wanted: / 0 — 1 - 5 - - 0 (a.m.. P.m. Requester: Phone No: &o6 - z5/ - v 1 3 3 Z- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 16 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 113670 Approved per applicable codes. COMMENTS: m i/4 -t, * s r' el/ re Ad, ks UM) Si/ f ector: $58.00 REINSPECTION F1cE REQUIRED. r to inspection, fee must be paid at 6300 Southcenter ' glvd., Suite 100. Call to sechedule reinspection. Receipt No.: CA” / <.t 1 / - z 5 - dy Date: ❑ Corrections required prior to approval. ProU L �� am/ Type of InsPe 1P n: - t c9 . • Address: � �p t � a j fa+�L? ( Y c. Date Called: LA —I Special Instructions: Date Wanted: c�� —1 I --d e a.m� P.m. Requester: Phone No: ba -zoO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PE 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 rn AO p roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: in0,--c st-e1,4 — /V p■ r Date: 7— I I -t37 . $58100 REINSPECTION E REQUIR$ . Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: uPi hs\-. Goi-UC /po N P-S Type of Inspection: Rrt (,JAL Address: 3o S u o kip DR— Suite #: Contact Person: ckt ( [/}1J - 4 PG 4 Special Instructions: Phone No.: 4 )-06 -. sl— of 3 Needs Shift Inspection: ;1 Sprinklers: i Fire Alarm: Hood & Duct: A/ Monitor: ftt1' Pre -Fire: Permits: Occupancy Type: 5 ( 1 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 sF Doh - ao0 PERMIT NUMBERS in Corrections required prior to approval. COMMENTS: l F t ti r t d .-7 oil . Se; Sr.. o Inspector: s r Date: NW Hrs.: . S` 444- / 4- n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the qty of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 REVIEWED FOR CODE COMPLIANCE y Ammo/won JUN 1 4 2006 COty Of Tukwila RUTLDTN( nItsION CITY OF K ILA MAY 31 2006 PERMIT CENTER ciDGto —too J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Voluntary Seismic Retrofit for Upland Distribution Center Building 425 305 Andover Park West Tukwila, Washington 98188 May 9,2006 JSD # 2006.111.00 phase 07 Prepared for AMB Property Corporation San Francisco, California JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 1 ENGINEER; LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit IBC See. 1616 Criteria Selection Seismic Use Group = I Sec. 1616.2 Seismic Design Category = E Tables 1616.3(1) and (2) _ . Importance Factor = I = = 1.00 Table 1604.5 JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 2 ENGINEER LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit psf psf psf psf psf psf psf psf psf Tributary Area (A,) Live Load O to 200 ft 12 200 to 600 ft 1.2 - 0.001A, over 600 ft 20 59.063 JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: .3 ENGINEER: LW DATE: Apr -06 ANALYSIS: 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 = h top = 26.5 ft Average Diaphragm Elevation = h„ = 26.5 ft Bottom -Of -Wall Elevation = N = 0.0 ft Wall Thickness = T = 5.5 inch Wail Unit Weight = W = 145 pcf Tributary Wall Height = H = 13.25 ft Tributary Wall Weight = W 881 #/ft IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Importance Factor = I = 1.00 Design Spectral Acceleration = SDS = 0.887 F = 280 #/ft F 0.10W 88 #/ft Fp3 = 0.8SDSIEW = 625 #/ft F = 625 #/ft 2006.111.00 Upland Bldg 426- retrofit \Walls 1 and 12 4 H = (hrop - hn) + 0.5(hn + W TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16 -62 largest [F F F Anchor Spacing = s = 8.19 ft EASD = F 1.4 = 446 #/ft F = sEASD = 3657 .ounds for non -steel elements F „ = 1.4F = 5119 pounds for steel elements JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: '-1 ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit Continuity Tie At Wall - Zone 4 Hardware Continuity Tie At Wall - Simpson Hardware 2006.111.00 Upland Bldg 425-retrofit Walls 1 and 12 5 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Longitudinal Perimeter Walls (Walls 1 and 12) 24-6 2 1/2 3/4 1 6.75 5071 22503 1828 5071 22503 0.72 0.23 1 6.75 5500 0.3068 1627 1828 5550 8034 0.66 0.64 inches inches inches pounds pounds pounds pounds pounds OK OK HD2A 8034 psi 5/8 inches 2 5/8 inches inches pounds m 2 pounds pounds pounds pounds OK OK AT BOWS ALL EMS{ ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33F„)As .108 NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: .J ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit 2006.111.00 Upland Bldg 425 - retrofit \Hilti 1 J. S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS 3.500 in Tension Caoacitv Reduction Factors 5.500 in Based on Anchor Spacing, fn = 0.700 Based on Anchor Edge Distance, fn = 0.600 4.867 Shear Canacitv Toward Edae Reduction Factors Based on Anchor Spacing, fv = 0.700 1,396 Ibs Based on Anchor Edge Distance, fv = 0.200 0 Ibs Shear Canacity Not Toward Edae Reduction Factors Based on Anchor Spacing, fv = 0.700 f 'c = 4,000 psi Based on Anchor Edge Distance, fv = 0.600 ASTM A36 Calculated Reductions for Concrete Capacity s = 8.250 in Tension Caoacity Reduction Based on Spacing, Rt1 = Based on Edge Distance, Rt2 = Reduction, Rt = Rt1 • Rt2 = Shear Toward Edae Caoacitv Reduction Based on Spacing, Re1 = Based on Edge Distance, Re2 = 1.333 Reduction, Re = Re1 • Re2 = Shear Not Toward Edae Capacity Reduction Based on Spacing, Rn1 = Based on Edge Distance, Rn2 = Tc = 3,859 Ibs Reduction, Rn = Rn1 • Rn2 Ts = 8,455 Ibs V c = Vs = 4,543 Ibs 4,355 Ibs Edge Distance & Spacing for Full Capacity from Table 6 7.000 in 5.250 in Reduction Factors from Table 4 Min Anchor Spacing Distance, 1.750 in Min Anchor Edge Distance Factor, 0.330 Min Anchor Edge Distance, 1.733 in Adjusted Allowable Loads Concrete Allowable@ 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, 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1 000 5,144 Ibs 6,056 Ibs 6,056 Ibs Pts = Ts " Inc = 11,271 Ibs Vts = Vs • Inc = 5,805 Ibs Concrete Tension + Shear Toward Edge Interaction, Uct = (Ps (Ptc) + (Vs (Vtc) = 0.271 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Ptc) + (Vs / Vnc) = 0.271 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.015 OK Concrete Thickness, Ut = t / e = 1.571 OK JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: („ ENGINEER LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code Top -Of -Wall Elevation = h = 26.5 ft Average Diaphragm Elevation = h„ = 26.5 ft Bottom -Of -Wall Elevation = h yor = 0.0 ft Wall Thickness = T = 5.5 inch Wall Unit Weight = W = 145 pcf Tributary Wall Height = H = 13.25 ft Tributary Wall Weight = W = 881 #/ft IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Importance Factor = IE = 1.00 Design Spectral Acceleration = Sp = 0.887 F = 280 #/ft F 0.10W..= 88 #/ft F = 0.8S = 625 11/11 F = 625 #/ft Anchor Spacing = s = EASD = F / 1.4 = F = sEASO = =1.4F= 2006.111.00 Upland Bldg 425- retrofl6Walls A and G 7 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 Fps] 8.00 ft 446 #/ft 3572 ..unds for non -steel elements 5001 pounds for steel elements JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: a ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit Steel Capacity Unity Check = Fneel / F,„ (allow) = 0.62 OK 2006.111.00 Upland Bldg 425- retrofit \Walla A and G 8 ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33F „)Ar0d JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 8 ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit Min Shear Not Toward Edge Distance, c = 12.000 in Load Factors Increase for Short-Term Loading, Inc = 1.333 3,859 Ibs 8,455 Ibs 4,543 Ibs 4,355 Ibs Edge Distance & Spacing for Full Capacity from Table 6 7.000 in 5.250 in Reduction Factors from Table 4 Min Anchor Spacing Distance Factor, 0.250 Min Anchor Spacing Distance, 1.750 in Min Anchor Edge Distance Factor, 0.330 Min Anchor Edge Distance, 1.733 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 Canacitv 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, R12 = Reduction, Rt = Rt1 • Rt2 = Shear Toward Edge Capacity Reduction Based on Spacing, Ret = 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, V Toward Edge, V Not Toward Edge, Rod Steel Allowables Tension, Shear, Ptc = Tc • Inc " Rt = Vtc = Vc " Inc Re = Vnc =Vc` Inc • Rn = 0.886 1.000 0.886 0.886 1.000 0.886 0.886 1.000 0.886 4,556 Ibs 5,364 Ibs 5,364 Ibs Pts = Ts • Inc = 11,271 Ibs Vts = Vs • Inc = 5,805 Ibs Concrete Tension + Shear Toward Edge Interaction, Uct = (Ps / Ptc) + (Vs / Vtc) = 0.395 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Plc) + (Vs / Vnc) = 0.395 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.025 Concrete Thickness, Ut = t / e = 1.571 OK OK JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: q, 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 Rod Tension Capcity, T = Steel Capacity Unity Check = F e , Fated (allow) = 2008.111.00 Upland Bldg 425- retrofitRods 10 J. DYER & AS SOCIA TES INC. Wall Anchorage - Steel Anchor Rod Importance Factor =1 = 1.00 Design Spectral Acceleration = SDS = 0.887 F = F 0.10W Fp3 = 0 . 8 SDSJEWw = F = Anchor Spacing = s = Emr, / F = sEASD = Fsrxt =1.4F = 26.5 ft 26.5 ft 0.0 ft 5.5 inch 145 pef 13.25 ft 881 #/ft 280 #/ft 88 #/ft 625 #/ft 625 #/ft 8.19 ft #/ft pounds pounds 446 3657 5119 ASTM A36 36 ksi 58 ksi 3/4 inches 0.442 0.334 in in 1.33 12.692 k 12.900 k 5.119 k 12.692 k 0.40 OK H = (h - hp) + 0.5(hp + hoot) W TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16 -62 largest [F F p2. F for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: ENGINEER: LW DATE: Apr -06 ANALYSIS: Wall Anchorage to Flexible Diaphragm, Rods Based on Edge Distance, Rn2 = 1.000 Tension Capacity of Concrete, Tc = 3,859 lbs Reduction, Rn = Rn1 • Rn2 = 1.000 Tension Capacity of Rod Steel, Ts = 8,455 Ibs Adjusted Allowable Loads Concrete Allowables 4,543 Ibs Tension, Ptc = Tc * Inc • Rt = 5,144 Ibs 4,355 Ibs V Toward Edge, Vtc = Vc * Inc Re = 6,056 lbs V Not Toward Edge, Vnc = Vc * Inc' Rn = 6,056 Ibs Rod Steel Allowables Spacing Distance for Full Capacity, 7.000 in Tension, Edge Distance for Full Capacity, 5.250 in Shear, Min Anchor Edge Distance Factor, 0.330 Min Anchor Edge Distance, 1.733 in Pts = Ts' Inc = 11,271 Ibs Vts = Vs' Inc = 5,805 Ibs Concrete Tension + Shear Toward Edge Interaction, Uct =(Ps /Ptc) +(Vs /Vtc)= 0.711 OK Concrete Tension + Shear Not Toward Edge Interaction, Ucn = (Ps / Ptc) + (Vs / Vnc) = 0.711 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.105 OK Concrete Thickness, Ut = t / e = 1.571 OK JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: t ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis Bearing Wall System Bearing Wall System Ordinary Reinforced Concrete Shear Walls Ordinary Reinforced Concrete Shear Walls This spreadsheet summarizes the development of anchorage loads into the diaphragm for the Voluntary Seismic Retrofit of a one -story rigid wall / flexible diaphragm structure in accordance with the 2003 International Building ASCE 7 Sec. 9.5.5 Equivalent Lateral Force Procedure IBC Sec. 1617.4 requires that the Equivalent Lateral Force Procedure of ASCE 7 -02, Sec. 9.5.5 be used. Soil Profile Type (Class) = D Mapped Spectral Acceleration = S = 0.458 Design Spectral Acceleration = SDS = 0.887 Importance Factor = I = 1.00 Average Diaphragm Elevation = h = 26.5 Basic Seismic Force Resisting System Transverse Response Modification Coefficient = R = System Overstrength Factor = f 0 = C = redundancy factor = p = T= C /4= C3= S / (R/I) _ Cs(max) = SDI / T(R/I) = C omm = 0.044S = Cs(min • SDC E or F) = 0.5S1 / (R/1) = Cs(min) = C, = IBC Sec. 1620.4.3 Diaphragms Seismic Lateral Loads For Diaphragm Design Tributary Wall Weight = W = Roof Length = L = Roof Unit Weight = U = Roof Weight = LU = W,nnr = Total Weight = 2W„„ + W nor = W p = Roof Seismic Load = F = Vrnnr = 2006.111.00 Upland Bldg 425- retroflt\Dlaphragm J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS F =C,W Finnan) = 0.4S = Fp(min) = 0.2S = F = Fp(ASD) = F / 1.4 = Diaphragms 12 4.0 g g ft Longitudinal 2.0 0.020 1.00 0.23 0.222 0.950 0.039 0.000 0.039 0.222 4.0 2.0 0.020 1.00 0.23 0.222 0.950 0.039 0.000 0.039 0.222 seconds W W W Wp W #/ft ft psf #/ft #/ft #/ft 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 Cs(min)= larger [Cs(minl). CS(SDC E or F)I Cs(min) < Cs < Cs(max) I Transverse 0.222 0.355 0.177 0.222 0.158 Longitudinal I 0.222 0.355 0.177 0.222 0.158 Eq. 16 -63 Fp(min) < F < Fp(max) Transverse 881 123.25 11.45 1411 3173 503 Longitudinal 881 540 11.45 6183 7945 1259 previously calculated previously calculated JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 1 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis 47456 4427 503 1259 305 123 123 540 76708 77586 622 144 5848947 2390615 47456 4427 1259 503 25 24 24 24 15475 6036 645 252 95108 36216 3963 1509 w V..x = V oorL /2 = V.,x /W DIAPHRAGM SHEARS Mwx = VnoorL /8 T.o = Mwx /W J.S. DYER & ASSOCIATES INC. STRUCTLRAL ENGINEERS Vroof L W Vmex = Vmu = Mm�x = Tmn = Vmor= L= W = Vmex = Vmex = Mmax _ Tmax = 2006.111.00 Upland Bldg 425 retroflnDiaphragm 13 Diaphragms #/ft ft ft pounds #/ft ft-# pounds #/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 425 JOB NO: 2006.111.00 SHEET NO: t3 ENGINEER LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties 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 Wall Force Allowable Stress Design Basis J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Continuity Ties - Longitudinal Direction (NS Forces) Dead = D = 11.45 psf Live = L = 12.00 psf Area = A = 6548 ft F = 0.05(D+L)A = 7677 pounds Design Spectral Acceleration = S = 0.887 g w = DA = 74969 pounds F = 0 . 133 SDSWp = 8847 pounds F = 0.05w = 3748 pounds Wall Anchorage Force = F = 881 #/ft Tie Spacing = s = 24.58 ft F = F = 21658 pounds 2006.111.00 Upland Bldg 425- retrofit \Tie (NS) 14 F = 7677 pounds F = 8847 pounds F = 3748 pounds F = 21658 pounds F 15475 pounds F 21658 pounds F = F / 1.4 = 15470 pounds F, = 1.4F= 21658 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 Subdiapbragm Force Number Subdiaphragms = N = 1 Edge Reaction = V,,,., = 15475 pounds previously calculated F N V = 15475 pounds strength level largest [Fpt, Fp2, Fp3, Fp4, Fp5] for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 19_ ENGINEER LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties • • Rod Area = Arod = 0.6013 in Steel Capacity Each Pair = V, = 22400 pounds F rog = F / 2N = 7735 pounds • Total Wood Capacity p ty =NV = Fwaod (allow) = 19080 pounds Total Steel Capacity = NV, = Fated ( = 22400 pounds • Wood Capacity Unity Check = F / F wow) = 0.81 OK Steel Capacity Unity Check = F s , ttl / Fsml (allow) = 0.97 OK ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33Fu)Arad JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 15 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties Continuity Ties - Transverse Direction (EW Forces) rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code (IBC). This spreadsheet performs supporting calculations for continuity ties for the Voluntary Seismic Retrofit of a one -story IBC Sec. 1616.4.2 Connections IBC Sec. 1620.2.4 Connections Subdiaphragm Force Number Subdiaphragms = N = 1 Edge Reaction = V,,,,, = 6036 pounds previously calculated F = NV,„,, = 6036 pounds strength level Allowable Stress Design Basis 2006.111.00 Upland Bldg 425- retrofinTie (EW) 16 J.S. DYER & ASSO INC. Dead = D = 11.45 psf Live = L = 12.00 psf Area = A = 3092 ft F = 0.05(D+L)A = 3625 pounds 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 F = 3625 pounds F = 4178 pounds F = 1770 pounds F = 21144 pounds F = 6036 pounds F = 21144 pounds largest [Fpt, Fp, F F F F = Fp / 1.4 = 15103 pounds 1ASD Basis for non -steel elements Fi = 1.4F = 21144 pounds I for steel elements JOB NAME: Upland Distribution Center Building 425 JOB NO: 2006.111.00 SHEET NO: 1(c. ENGINEER LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties Steel Capacity Unity Check = F „ ttl / F „„( = 0.94 OK ICBO ER - 5302, Table 2 ICBO ER - 5302, Table 2 V, = 2(0.33Fo)Arod ACTIVITY NUMBER: D06 -200 DATE: 05 -31 -06 PROJECT NAME: BUILDING 425 SITE ADDRESS: 305 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DE k P G A y R L TMENTS: 4 , „.' Building Division Public Works 154. Structural V1/4, (P-114436 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ,,PERMIT COORD COPY �.. PLAN REVIEW /ROUTING SLIP Approved with Conditions 5(1 t' 6th-ofr Fire Prevention Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: E DUE DATE: 06-06-06 No further Review Required DATE: DATE: "ILL. t Planning Division SW Permit Coordinator Not Applicable ❑ n DUE DATE: 07 -04 -06 Not Approved (attach comments) ❑ 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 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