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HomeMy WebLinkAboutPermit D06-201 - Upland Distribution - Building 426 - Seismic RetrofitUPLAND DISTRIBUTION BUILDING 426 335 ANDOVER PK W D06 -201 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8836500060 Address: 335 UPLAND DR TUKW Suite No: Tenant: Name: UPLAND DISTRIBUTION - BLDG 426 Address: 335 ANDOVER PK W, TUKWILA WA Value of Construction: $33,278.00 Type of Fire Protection: SPRINKLERS Type of Construction: 1113 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doe: Devperm DEVELOPMENT PERMIT Owner: Name: BOEING OREGON MASABI TRUST Phone: Address: 1325 4TH AVE SUITE 1940, SEATTLE WA Contact Person: Name: HEATHER LEAMAN Phone: 206 624 -3210 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. 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 Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -201 Issue Date: 07/06/2006 Permit Expires On: 01/02/2007 Fees Collected: $990.64 Uniform Building Code Edition: Occupancy per UBC: 0011 D06 -201 Pdnted: 07 -06 -2006 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: A.O Date: D1 etelv I hereby certify that I have read and xa i ed is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b mp with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of woork. I am authorized to sign and obtain this development permit. l tl�vru a- t- t,ar, Jo ANN A S1f11WN ,ASST PROP MGR- Date: 1 - 0o 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. D06 -201 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: ci.tukwila.wa.us Parcel No.: 8836500060 Address: 335 UPLAND DR TUKW Suite No: Tenant: UPLAND DISTRIBUTION - BLDG 426 1: ***BUILDING DEPARTMENT CONDITIONS "' PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D06 -201 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 fumish 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 006 -201 Printed: 07 -06 -2006 doc: Conditions City OkiTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us **continued on next page** Steven M. Mullet, Mayor Steve Lancaster, Director head discharge in any way. 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. D06 -201 Printed: 07 -06 -2006 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions goveming 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 regulating construction or the performance of work. Signature: 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: ci.tukwila.wa.us Gunn 0 I lt.ar. -J doc: Conditions 006 -201 Print Name: Jo /I N J fttrflAiV ,4 PnoP MGR Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws Date: 7'(0"06 Printed: 07 -06 -2006 CITY OF TUKWILti Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:ll www. cis tukwila. 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,LOCA`PION p King Co Assessor's Tax No.:-T--s�a C'TI OT 1 ) yJ ,�'.� I / C Site Address: i j Suite Number: Floor: �— Tenant Name• iiUU.0)L kZ& gl A1�( lei! llL P T1 l " Property Owners Name: PAW, ¶Fo 'tv-tt Mailing Address: 2121 I q 4U? (O ri A W 1 Uc- City Name:Sa Day Telephone: Mailing Address: 002 CLV #4 2-.1— *lam? � (f (,- Fax Number: Sap E-Mail Address: Company Name: de Mailing Address: Contact Person: Building Permit No. ti2Olti 2-©I Mechanical Permit No. Plumbing /Gas Permit No Public-Works Permit Na. Project No. (For office use only) New Tenant: ❑ Yes K No V- A- e t bli €s jai a t mo t - 1 State Tili<. 41LA.. att— (, Vt GENERAL CONTRACTOR-INFORMATION- (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Company Name:? Mailing Address: Zip Contact Person: E-Mail Address: Contractor Registration Number: Contact Person: E-Mail Address: NGINEE R bF RECORD -All plans must be wet stamped by Engineer of Record E -Mail Address: QAApplicatiom\Fomu- Applications On tine \3 -2006 - Permit Application.doc Revised: 4-2006 bh City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OE _REC w A ll pl ans must be wet stamped by Arcbitect of Record- , Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: t State Zip Day Telephone: Fax Number: 'I4+ L 2514P 61 (e40 Page 1 of 6 BUILDING PERMIT INFORi\ ION. -206 -431 -3670 Valuation of Project (contractor's bid price): $ 2:7Z9 • OD Existing Building Valuation: $ Scope of Work (please provide detailed information): WAftW&' ' 44* 't' ? —ti r 'ft�1 i,K�d: ((�(i- Prr rat Will there be new rack storage? Of yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below 2 Floor 3 Floor Floors, thru aseinent Accessory Structure* . Attached Garage Detached Garage - Attached : Carport ' Detached Carport Covered Uncovered Deck Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC S — 1 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: yt .,Sprinklers ❑..Automatic Fire Alarm ❑..None Will there be storage or use of flammable, combustible or hazardous materials in the building? la. 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. ❑ ..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. Q :iApplicelionr\FormsApplicationI Oo rine.3- 2006 - Pennir ApplicaIion.doc Revised: 4-2006 Rh Page 2 of 6 1 PUBLIC WORKS PERMIT INt lIMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑...Water District #I25 ❑...Water Availability Provided . er District Tukwila ❑...SewerUse Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...ValVue ❑...Sewer Availability Provided ubmitted 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): ❑ -.Bight-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 cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backfiow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public Q: Appiiutioue\Fo nu- AppliuGone On mineV- 2006 - Permit Application.dae Revised: 4-2006 bb Call before you Dig: 1-800-424-5555 Private Private ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ -Renton ❑ .. Seattle ❑ .. Approved Septic Plans Provided ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Bight-of-way Use - Potential Disturbance ❑...Traffic Impact Analysis ❑ ...Hold Harmless - (SAO) ❑...Hold Harmless - (ROW) ❑ .. Grease Interceptor ❑ .. Channel nation ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Milian 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 1 PERMIT APPLICATION NOl*r — Applicable to all permits in this plslication 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: Mailing Address: 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). eti itI t -aka • d1 =ragalle I Date Application Accepted: i (0 Q: Applications \P nns- Application On LIne1/43-2006 - Permit Application.doc Revised: 4-2006 sn ENT: City Date: Day Telephone: AN( er 21 2,2 State Zip Staff Initials: Page 6 of 6 RECEIPT NO: R06 -00978 Initials: JEM UserlD: 1165 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 Amount ACCOUNT ITEM LIST: Description 614.68 602.16 739.88 811.16 2,767.88 Payment Check 0200136 BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 SET RECEIPT TOTAL: Payment Date: 07/06/2006 Total Payment: 2,767.88 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 ?710 TOTAL. 2767.88 Steven M. Mullet, Mayor Steve Lancaster, Director Copy Reprinted on 05 -31 -2006 at 15:20:46 05/31/2006 RECEIPT NO: R06 -00769 Initials: JEM Payment Date: 05/31/2006 User ID: 1165 Total Payment: 1,787.43 Payee: R. 3. HALLISSEY CO, INC. SET ID: 053106 SET TRANSACTIONS: Set Member Amount D06 -200 396.62 D06 -201 388.48 006 -202 478.00 D06 -203 524.33 TOTAL: 1,787.43 TRANSACTION LIST: Type Method Description Payment Check 7129 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 SET NAME: SEISMIC RETROFIT TOTAL: Amount 1,787.43 1,787.43 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 1,787.43 TOTAL: 1,787.43 5975 06 /01 9716 TOTAL 1787.43 Steven M. Mullet. Mayor Steve Lancaster, Director Project: Z /dC 4n/[) D s7 Type of Inspection: /_ 1/V4 ( V Address: 33 5 z/ P 49,vt) DE_ Date Called: Special Instructions: Date Wanted: /2 -/Z -aL a.m. Requester: Phone No: 204 25 / -O/3 3 INSPECTION RECORD Retain a copy with permit rL.i G� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 IYIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1) r - yv l <' e,.,.t \ ►P Inspe or: l/4/4 Date: / El 8.00 REINSPECTION FE Q REQUIRED. Pri J r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proj/ecc // A 1/ Type of Inspection: \...) Addr ss: 33 c i.,,, / Date Called: Special Instructio s: Date Wanted: m. Requester: Phone No: 7 v— z5 / —O/: 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (2 r 6)431136' COMMENTS: /"/"444 /, /,&- z; / A/ ", /ice - Date: // 7 — Corrections required prior to approval. In�• �f 5 8.00 REINSPECTION FE REQUIRED 'or to inspection, fee must be • paid at 6300 Southcenter Blvd., Suit 100. Call to sechedule reinspection. Receipt No.: !Date: Project: _ ZJr O, 57 . Type of Inspection: F R2A rni , l/ g _._ Address: 335 7 /Dc‘n_o) Ore Date Called: Special Instructions: Date Wan • i3 — 0 G �Irrtf Requester: Phone No: 2 o 6 - z.s1 - oi33 INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ect r: Retain a copy with permit PER T N 06)431 -3670 CENTS: A pproved per applicable codes. El Corrections required prior to approval. IDat 8.00 REINSPE N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: Project UP t -M b.SSQ . Type of spection: rt r ( 1 uvt) Address: 339- 7I Pt_ An. ) Date Called: Special Instructions: Date Wanted: 1 ^l I c1 & �.- ..•rt- Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 JD Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Data PERMIT (206)431 -3 Corrections required prior to approval. COMMENTS: S t - de,b+• 44-c — t..l 9— i o r n l/ A- ns • = tor: eipt No.: ' Date: — 11— 8.00 REINSPECTION FET REQUIRED. if or to inspection, fee must be aid at 6300 Southcenter vd., Suite 1 Call to sechedule reinspection. 'Date: Project: 1.1 l 44 Disf. C-e i- r 81i Typ of Inspection: G re l;. «rl Address: LA?, Ich fr. Suite #: 33c ' - r P/< W Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: j r /w' Sprinklers: Fire Alarm: G Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. COMMENTS: F'e a - Dim Inspector: pa Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit n Corrections required prior to approval. Date:eil;t��ofj 006- Z PERMIT NUMBERS Hrs.: ., $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 444 Andover Park East. Call to schedule reinspection. pt No.: r Date: 12/2/05 T.F.D. Form F.P. 85 Voluntary Seismic Retrofit FILE COPY Permit No. For L Upland Distribution Center Building 426 335 Andover Park West Tukwila, Washington 98188 REVIEWED FOR CODE COMPLIANCE x ft nnnnvcf JUN 1 6 2006 / City Of Tukwila BUILDING DIVISION C m'OFTU WILA MAY 31 2065 PERMIT CENTER tL4r2 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Voluntary Seismic Retrofit for Upland Distribution Center Building 426 335 Andover Park West Tukwila, Washington 98188 May 9,2006 JSD # 2006.111.00 phase 08 Prepared for AMB Property Corporation San Francisco, California JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: 1 ENGINEER LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit 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 = S = Mapped Spectral Acceleration = S = Adjusted Mapped Spectral Acceleration = SMS = Adjusted Mapped Spectral Acceleration = SMi = Design Spectral Acceleration, SDS = 2SMS / 3 = Design Spectral Acceleration, SDI = 2S / 3= IBC Sec. 1616 Criteria Selection 2006.111.00 Upland Bldg 426-retrof t\Slte J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Seismic Use Group = Seismic Design Category = Importance Factor = I = IE = Site Information 2 1.00 Sec. 1616.2 Tables 1616.3(1) and (2) Table 1604.5 JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: 2 ENGINEER. LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit • Roof Weight Roofing: 1/2" Plywood Sheathing: Purlins: 4" x 14"(11.0 #/ft) @ 8' oc: Girders: 6.75" x 27" GLB (44.3 #41) @ 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 426-retrofit\Roof 3 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). psf psf psf psf psf psf psf psf psf Tributary Area (A.) Live Load 0 to 200 ft 12 200 to 600 11 1.2 - 0.001A over 600 fl 20 59.063 JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Tributary Wall Weight Allowable Stress Design Basis Wall Anchorage - Longitudinal Perimeter Walls (Walls 1 and 12) 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 Top -Of -Wall Elevation = h 2 .5 ft Average Diaphragm Elevation = h = . .; .5 ft Bottom -Of -Wall Elevation = = ft Wall Thickness = T inch Wall Unit Weight = W = 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 = Sin = 0.887 F = 280 #/ft Fp2 = 0.10W w = 88 #/ft F = 0 . 8 SDSIEWw = 625 #/ft F = 625 #/ft Anchor Spacing = s = .% `) ft EASD = F / 1.4 = 446 #/ft F =sE F =1.4F = 2006.111.00 Upland Bldg 426 - retrofit \Wells 1 and 12 4 H= (h h„) +0.5(hp +h W„.= TWH /12 linked from Site linked from Site Sec. 1604.8.2 Sec. 1620.2.7 Eq. 16 -62 largest [Fpi, Fp2. F p3] pounds for non -steel elements 5119 pounds for steel elements JOB NAME: Upland Distribution Center Building 426 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 = NV = Fwood (glow) = Total Steel Capacity =NV, = F„ = t (glow) = Wood Capacity Unity Check = F / Fwood m ow) = Steel Capacity Unity Check = F / F,ree1 (glow) = Continuity Tie At Wall - Simpson Hardware (2) Paired Units - Model = Rod Strength = F„ _ Rod Diameter = droll = 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 woo d (gl = Total Steel Capacity = NV, = F (glow) = Wood Capacity Unity Check = F / F wood (mow) = Steel Capacity Unity Check = F alco / F gka (glow) = 2006.111.00 Upland Bldg 426- retrofit\Walls 1 and 12 5 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Longitudinal Perimeter Walls (Walls 1 and 12) inches /4 pitches 6,73 inches 5071 pounds 22503'. pounds 1828 pounds 5071 pounds 22503 pounds 0.72 OK 0.23 OK psi inches cinches inches 4 pounds 0.3068 in 1627 1828 5550 8034 0.66 0.64 pounds pounds pounds pounds OK OK ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33FJAros JOB NAME: U pland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: 5 ENGINEER: LW DATE: Apr -06 NALYSIS: Voluntary Seismic Retrofit Anchorage Design of Threaded Rods in Concrete Using HILTI HIT HY -150 Adhesive System Based on ICBO ER -5193 Anchor Rod Data Anchorage Purpose,iE= Min Shear Toward Edge Distance, c = Min Shear Not Toward Edge Distance, c Load Factors Increase for Short-Term Loading, Inc = Allowable Tension Loads from Table 8 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 426- retrofitWilti 1 J.S. DYER &ASSOCIATESINC. STRUCTURAL ENGINEERS d = 3/4 in t=, Ps = Vs = f 'c = Tc = Ts = V c = Vs = 4.667 00 in 1 in ASTM A36 psi S= i9ttt in Odin :DOD in 3,859 Ibs 8,455 Ibs 4,543 Ibs 4,355 Ibs Edge Distance & Spacing for Full Capacity from Table 8 7,000 In 5.250 in Ibs Ibs 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 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 = 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, 1.000 1.000 1.000 1 .00 0 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 426 NO: 2006.111.00 SHEET NO: IJOB ENGINEER: LW DATE: Apr-06 ANALYSIS• Voluntary Seismic Retrofit J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS 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 Intemational Building Code Tributary Wall Weight IBC Sec. 1620.3.1 Anchorage Of Concrete Or Masonry Walls (Strength Design Basis) Allowable Stress Design Basis Wall Anchorage - Transverse Perimeter Walls (Walls A and G) Top -Of -Wall Elevation = h = Average Diaphragm Elevation = h = Bottom -Of -Wall Elevation = h = Wall Thickness = T = Wall Unit Weight = W = Tributary Wall Height = H = Tributary Wall Weight = W„. = Importance Factor = I = 1.00 linked from Site Design Spectral Acceleration = S = 0.887 linked from Site F = 280 #/ft Sec. 1604.8.2 F = 0.10W. = 88 #/ft Sec. 1620.2.7 F = 0.8S = 625 #/ft Eq. 16 -62 F = 625 #/ft largest [F F F Anchor Spacing = s = 1JX J ft EASD = F / 1A = 446 #/ft 2006.111.00 Upland Bldg 426- retrofit \Walls A and G 7 5 13.25 ft 881 #/ft ft ft inch pcf F = sE = 3572 pounds F ate = 1.4F = 5001 pounds H = (h h„) +0.5(h„ + h t .) W TWH /12 for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: - R. ENGINEER: LW DATE: Apr-06 ANALYSIS: Voluntary Seismic Retrofit (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 = NV, = Fwood (allow) = Total Steel Capacity = NV, = ( =- J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Continuity Tie At Wall - Zone 4 Hardware Continuity Tie At Wall - Simpson Hardware Wall Anchorage - Transverse Perimeter Walls (Walls A and G) 2006.111.00 Upland Bldg 426-retroft6Walls A and G 8 !pounds , ..cira "c 0a 'Pounds 1786 pounds 5071 22503 0.70 0.22 pounds pounds . OK OK inches pounds 0.3068 in 8034 1786 5550 8034 0.64 0.62 pounds pounds pounds pounds OK OK ICBO ER-5302, Table 2 ICBO ER-5302, Table 2 = 2(0,33F)ked JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: J ENGINEER: LW DATE: Apr -06 ANALYSIS: Voluntary Seismic Retrofit • Spacing Distance for Full Capacity, 7.000 in Tension, Pts = Ts • Inc = 11,271 Ibs Edge Distance for Full Capacity, 5.250 in Shear, 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 / Ptc) + (Vs / Vnc) = 0.395 OK Rod Steel Tension + Shear Interaction, Us = (Ps / Pts) + (Vs / Vts) = 0.025 OK Concrete Thickness, Ut = t / e = 1.571 OK JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: ci ENGINEER. LW DATE: Apr -06 ANALYSIS: Wall Anchorage to Flexible Diaphragm, Rods Rod Tension Capacity: Ultimate Tensile Stress, T = Wall Anchorage Demand, Fa _ Rod Tension Capcity, T = Steel Capacity Unity Check = F atty / Fsi (dlpwl 2006.111.00 Upland Bldg 426•retrofitRods 10 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Wall Anchorage - Steel Anchor Rod Top -Of -Wall Elevation = h,p = =265 ft Fpr = F = 0.10W = F = 0 . 8 SDSIEWW = F = Wall Unit Weight = W = J41, pcf Tributary Wall Height = I-1= 13.25 ft Tributary Wall Weight = W = 881 #/ft Importance Factor = I = 1.00 Design Spectral Acceleration = Sips = 0.887 280 88 625 625 Anchor Spacing = s = $9 ; ft EASD = F / 1.4 = 446 #/ft F = sE = 3657 pounds F eel = 1.4F = 5119 pounds ASTM A36 36 ksi 58 ksi mi1 inches 0.442 0.334 1.33 12.692 12.900 5.119 12.692 0.40 #/ft #/ft #/ft #/ft in in k k k k OK H= Nov - 1 1p ) + 0.5(hp +ham 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 426 JOB NO: 2006.111.00 SHEET NO: to ENGINEER: LW DATE: Apr -06 ANALYSIS: Wall Anchorage to Flexible Diaphragm, Rods Spacing Distance for Futt Capacity, Edge Distance for Full Capacity, d = 3/4 in ASTM A36 2006.111.00 Upland Bldg 426-retrofit/lilt 3 Increase for Short-Term Loading, Inc =y Tc = Ts = Vc = Vs = 4.667 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 Capacity Not Toward Edge Reduction Factors Based on Anchor Spacing, iv = 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 = 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 = 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1 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) = 0.711 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 426 JOB NO: 2006.111.00 SHEET NO: 11 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis ASCE 7 Sec. 9.5.5 Equivalent Lateral Force Procedure Soil Profile Type (Class) = D Mapped Spectral Acceleration = S = 0.458 g Design Spectral Acceleration = SDS = 0.887 g Importance Factor = I = 1.00 Average Diaphragm Elevation = h = 26.'5 ° ft Basic Seismic Force - Resisting System Response Modification Coefficient = R = System Overstrength Factor = S2, = G = redundancy factor = p = T= C1(hn) / C,= Six / (WO = Cs(max) = S / T(RJ1) Co lnl) = 0.044S = Cs(min. EDE Born = 0.SS /WI) _ Cs(min)= IBC Sec. 1620.4.3 Diaphragms Seismic Lateral Loads For Diaphragm Design 2006.111.00 Upland Bldg 426- retrofit\Diaphragm J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS 0.23 0.222 0.950 0.039 0.000 0.039 0.222 0.23 0.222 0.950 0.039 0.000 0.039 0.222 C, = I Transverse 0.222 0.355 0.177 0.222 0.158 Longitudinal 0.222 0.355 0.177 0.222 0.158 F =C,W Fp(max) = 0.4S = Fp(min) = 0.2S = F= Fp(nsD) = F / 1.4 = Transverse Tributary Wall Weight = Walll = Roof Length = L = Roof Unit Weight = U = Roof Weight = LU = W, = Total Weight = 2 W,,,, + W. Wp = Roof Seismic Load = Fp(ASD)Wp = Vsoor= 12 seconds W Wp W W W Longitudinal #/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) C$(SDC E or F)1 Cs(min) < C, < C5(max) Eq. 16 -63 Fp(min) < Fp < Fp(max) previously calculated previously calculated JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: 12..7 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Analysis 2515000 •�w4 ,�'i2 q'�; 50300 77586 408 144 2515000 2390615 20406 4427 • Diaphragm Analysis = V.ao.L /8 = Mw. /W J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS vmof L= W= V. = Vmu = Mmax = T. = Vmor L= W= Vmu = Vmu = Minn = 2006.111.00 Upland Bldg 426- retrofit\Diaphragm 13 Diaphragms #/ft ft ft pounds #/ft ft-# pounds 15475 645 95108 3963 6036 252 36216 1509 #/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 426 JOB NO: 2006.111.00 SHEET 140: 17 ENGINEER: LW DATE: Apr-06 ANALYSIS: Diaphragm Continuity Ties rigid wall / flexible diaphragm structure in accordance with the 2003 International Building Code (IBC). Dead = D Live = L Area =A= F = 0.05(D+L)A = L 1 psf 12 00.4 psf 6548„ ft 7677 pounds IBC Sec. 1620.2.4 Connections Design Spectral Acceleration = S = 0x8$77) g previously calculated w = DA = 74969 pounds weight tributary to tie F = 0.133 = 8847 pounds Eq. 16 -58 F = 0.05w = 3748 pounds Eq. 16 -59 Wall Anchorage Force =F :,;88t:; #/ft Tie Spacing = s = F = F = 21658 pounds Subdiaphragm Force Number Subdiaphragms =14 = Edge Reaction = Vmm, = 75 pounds F = NV = 15475 pounds F = 7677 F = 8847 F = 3748 F = 21658 F = 15475 F = 21658 F= F /1.4 F„ =1.4F= 15470 21658 pounds pounds pounds pounds pounds pounds pounds pounds ASD Basis roof dead Load roof live load area tributary to tie strength level previously calculated strength level previously calculated strength level largest [F F F F F for non -steel elements for steel elements JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: i4 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties F rrd =F /2N= Total Wood Capacity = = Fwd wow) = Total Steel Capacity = NV, = F„., w = Wood Capacity Unity Check = F / F m = Steel Capacity Unity Check = F„ / F, „ ( = inches inches /2 inches 15548 pounds *203 pounds 7735 pounds 15548 pounds 22503 pounds 0.99 OK 0.96 OK 1psi inches inches inches 1911/80.1 pounds 0.6013 in 22400 pounds 7735 pounds 19080 pounds 22400 pounds 0.81 OK 0.97 OK ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(0.33F0Arod JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: t5 ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS IBC Sec. 1616.4.2 Connections Wall Force Allowable Stress Design Basis 2008.111.00 Upland Bldg 428- retroflaTie (EW) 18 Continuity Ties - Transverse Direction (EW Forces) 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). Dead = D 1 145 i psf Live = L = ',1200psf Area = A -3092,j ft F = 0.05(D+L)A = 3625 pounds Wall Anchorage Force = F„ = #/ft Tie Spacing = s = ft F = F 21144 pounds roof dead load roof live load area tributary to tie strength level IBC Sec. 1620.2.4 Connections Design Spectral Acceleration = Sin =.($& g previously calculated w = DA = 35402 pounds weight tributary to tie F = 0.133S = 4178 pounds Eq. 16 -58 F = 0.05w = 1770 pounds Eq. 16 -59 previously calculated strength level Subdiapbragm Force Number Subdiaphragms =N = Edge Reaction = Vmex = ` . fJ pounds previously calculated Fps =emu = 6036 pounds strength level F = 3625 pounds F = 4178 pounds F = 1770 pounds F 21144 pounds F = 6036 pounds F = 21144 pounds largest [F F F F F F = F / 1.4 = 15103 pounds ASD Basis for non -steel elements F„ = 1.4F = 21144 pounds for steel elements JOB NAME: Upland Distribution Center Building 426 JOB NO: 2006.111.00 SHEET NO: 1 (, ENGINEER: LW DATE: Apr -06 ANALYSIS: Diaphragm Continuity Ties . Wood Capacity Unity Check = F / Fwood (dtow) = Steel Capacity Unity Check = F uel / F (aaow) = Continuity Tie At Wall - Zone 4 Hardware Continuity Tie At Wall - Simpson Hardware 2006.111.00 Upland Bldg 426- retrofl(ttie (EW) 17 J.S. DYER & ASSOCIATES INC. STRUCTURAL ENGINEERS Continuity Ties - Transverse Direction (EW Forces) (2) Paired Units - Model = Rod Strength = F. = Rod Diameter = droll = Number Of Bolts = Bolt Diameter = Number of Paired Assemblies =N = Wood Member Thickness = Wood Capacity Each Pair = V. = Rod Area = A, = 0.6013 Steel Capacity Each Pair = V, = 22400 F =F /2N= 7551 Total Wood Capacity = NV„ = Fwood ( = 19080 Total Steel Capacity =NV, = F (snow) = 22400 Wood Capacity Unity Check = F / F (allow) = 0.79 Steel Capacity Unity Check = F„ / Fatal (allow) = 0.94 {inches inches 112 - inches 5548 'pounds " 3 pounds 7551 pounds 15548 pounds 22503 pounds 0.97 OK 0.94 OK psi inches inches inches pounds in pounds pounds pounds pounds OK OK ICBO ER -5302, Table 2 ICBO ER -5302, Table 2 V, = 2(033F,)Arod ACTIVITY NUMBER: D06 -201 DATE: 05 -31 -06 PROJECT NAME: BUILDING 426 SITE ADDRESS: 335 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buil ling i n Public Works Structural WI MAL (r .17Ip DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 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 (ft Fire revention Incomplete ❑ arAA 'KA- & g Planning 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: TUES/THURS ROUTING: Please Route 1 Structural Review Required ❑ No further Review Required DATE: DUE DATE: 07-04 -06 Approved with Conditions 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 I 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, Electrician 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/Inilbbip/ printer .aspx7License= SAUNDCI953ND 07/06/2006 x x x x