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HomeMy WebLinkAboutPermit D15-0066 - NORTHWEST ALLIANCE STORAGE - STORAGE RACKSNORTHWEST AT JJANCE STORAGE GROUP 1179 ANDOVER PARK W D15-0066 City of Tukwila • Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3523049093 Permit Number: D15-0066 Address: 1179 ANDOVER PARK W Issue Date: 5/22/2015 Permit Expires On: 11/18/2015 Project Name: NORTHWEST ALLIANCE STORAGE GRO Owner: Name: CWWA SOUTHCENTER 4 LLC Address: PO BOX A-3879 C/O EQUITY OFFICE MGMT LLC, CHICAGO, WA, 60690 Contact Person: Name: ROBERT SMITH Address: 1241186 AVE E , PUYALLUP, WA, 98373 Contractor: Name: WAREHOUSE SOLUTIONS NW LLC Address: 29026 39 AV S, AUBURN, WA, 98001 License No: WAREHSN912CC Lender: Name: N/A LESS THAN $5,000 Address: "I , DESCRIPTION OF WORK: Phone: (253) 202-8895 Phone: (253) 709-4696 Expiration Date: 2/3/2017 INSTALL PALLET RACKS Project Valuation: $4,300.00 Fees Collected: $324.62 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: s Date: ` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: _ Date: J 2 Zrd' Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents may be required by Table 3206.2 of the International Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. (SMOKE VENTS ARE REQUIRED AND SHALL MEET THE REQUIREMENTS OF INTERNATIONAL FIRE CODE SECTION 910.) 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 4: Maintain fire extinguisher coverage throughout. 6: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 7: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 9: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 10: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 12: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 13: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL CITY OF TUKh 1LA Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. Project No. Date Application Accepted: —t ` - Date Application Expires: 9 -- use CONSTRUCTION PERMIT APPLICATION 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" )))) /� King Co Assessor's Tax No.: Js-Z 30/ /o 99 Site Address: // 7� Cl evt `� fi;' ` ��� NNA • Suite Number: Floor: Tenant Name: P0144y- L l %gihcc New Tenant: .....Yes El.. No PROPERTY OWNER Name: .TC0 tl Address: City: j k �� I c J State: wi Zip: CONTACT PERSON - person receiving all project communication r Name: lue; I S�^( Address. ,2 c f� g(r4e LA-- City: y�h State: LvIf Zip: Phone: I Lr)_ Mgt' Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: lae /k &wAk SoL Mtn v Address: 29aZ6 39A Ac f". City: State: J D Zip:p� Phone: Fax:L Contr Reg No.: %/2Ce Exp Date: 24C-/7 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: T7 Address: Z I I Z Z A 14, City: it State: w� Zip:16703 Phone: -LOC _ K/.79317ax: Email: (! L,)S A.) n4c)ecoi-7 ENGINEER OF RECORD Company Name: )3.qr) i j A Engineer Name: u/ .Z 7 ) Z (,t j t Address: City: State: / ,,9 Zip: 78b3) Phone: r �� j_ 73 p 3 Fax: h/ Email: 34Rwe 9 -- cv LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Pagel of 4 BUILDING PERMIT INFORMATIt - 206-431-3670 Valuation of Project (contractor's bid price): $ �l �GD 'd Existing Bu' dinp Valuation: $ Describe the scope of work (please provide detailed information): �S�a %� ��'� 4�'4Gl_j Will there be new rack storage? ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 nd Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): I j�, yad Floor area of principal dwelling: Floor area of 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: f 0 Compact: Handicap: Will there be a change in use? ❑ ....... Yes ❑ .......No If "yes", FIRE PROTECTIONIHAZARDOUS MATERIALS: .....Sprinklers ❑ .......Automatic Fire Alarm [-I ....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes (V ...... No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safet 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. H:Wpplications\Forms-Applications On Linet2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 It PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O&AUTHORIZED AGENT: Signature: Date: Print Name: 126e-- , 5� Day Telephone: 2&, "&S 3 -?S-2 ►21 h CJ 0AY4 Mailing Address: �� Ij �°r ��L�� �t�°iif�i �� / City State Zip H:Wpplications\Form -Applications On Line\2012 ApplicationsTernnit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 PUBLIC WORKS PERMIT INI ,MATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District El.. Tukwila ❑ ... Water District # 125 ❑... Highline ❑. Renton ❑ .. Water Availability Provided Sewer District El.. Tukwila ❑ ...Valley View El ... Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report ❑ .. Traffic Impact Analysis El.. Bond ❑... Insurance ❑... Easement(s) El ... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) El.. Hold Harmless — (ROW) 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 cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance El ... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water " ❑ .. Name: Mailing Address: Name: Mailing Address: ❑ ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑ ... Utility Undergrounding " WO # (2) WO # (3) WO # " WO # (2) WO # (3) WO # WO # ❑ .. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Awage Treatment Day Telephone: City Day Telephone: State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 City State Zip Page 3 of 4 DESCRIPTIONS• PermitTRAK QUANTITY PAID $314.62 D15-0066 Address: 1179 ANDOVER PARK W Apn: 3523049093 $324.62 DEVELOPMENT $315.20 PERMIT FEE R000.322.100.00.00 0.00 $188.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $122.40 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $9.42 Date Paid: Monday, March 16, 2015 Paid By: ANDY PRATT Pay Method: CREDIT CARD 01634Z Printed: Monday, March 16, 2015 2:18 PM 1 of 1 RWSYSiEMS c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prfgleclt,: s / " Address: Type of ins ction: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: Ilnspector: ✓ r�/�� IDate: r ra-2/t5 FJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P; jec : (� Type fInzection, L A dress- ( 7 6b' �r �� W� Date Calle' . Special Instructions: Date Wanted: a.m. q — 3 — IT p.m. — Request ka Phone No: ❑ Approved per applicable codes. Rcorrections required prior to approval. .i •� � rll rr r �_) Inspector: �/�' Dater _ 3 I J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Gall to schedule reinspection. INSPECTION RECORD >/` Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tj,-P -e_ Type of Inspection: ire_ �/PA- Address: 1 �-� 9 Contact Person. i Suite #: Special Instructions: Phone No.: .Approved per applicable codes. COMMENTS: O Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: -Occupancy Type: Inspector: yy� 4f S Date: /2 , 41,6 Hrs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD I)15~- ooS6 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (� t Type of Inspections t,7TC� Address: 1 -�c� �� t,) Contact Person: Suite #: Special Instructions: Phone No.: 10 Approved per applicable codes. /Corrections required prior to approval. COMMENTS: �L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: VL�//SHrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: 4 Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 !l:fl Field Report Report#: 63890 ► A.A 12. Testing E_a6t ratory; lnc. 71.2618t1th Ave.N.E., Parr 1$0; Suite.CiO't; itei mond, WA 98052- r tit..w.:-.. A"fCa004 =04''f.C-Al2C 004,,CAA4. Client: Northwest Alliance Storage Group LLC Project Number: 15-584 1179 Andover Park W. Permit #: 015-0066 Tukwila, WA 98188 Project Name: Northwest Alliance Storage Contact: Andy Pratt Address: 1179 Andover Park W. Inspection Performed: Proprietary Anchors Date: 9/8/2015 Time: Temperature: Jn site for anchor bolt inspection for all racks. (2) 1/2" x 4 3/4" Simpson Strong Bolt 2's were placed )er base plate with a minimum 3" embedment. Bolts were torqued to 60 ft. lbs. per ESR 3037. RECEIVED CITY OF TUKWILA SEP 18 2015 PERMIT CENTER Distribution: Distribute Client ❑ Distribute Contractor Distribute Engineer ❑ Distribute Owner Inspector: Nygard, John Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc, Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden FILE W-PY PROJECT: NW A LIAP)e-E 'SIVAAG1E CKp.- ritkw�,t, w RATE © 3 - ZU X PAGE OF ENGINEER: 97X I'm 1 15019 SUBJECT: 5'FfFzL 414-y - M L&GT ocki 14:�AJAI.Mst s ANAL qr 1S i -r-SC-S /" Or 9A ai QPMCOAA 7Q IME ZOI Z. Z 8t $6t. 220,111 ;tide 7." 12 r CDD& "io SAC 191.5.3 a1= AS(& 7-10 Q• MTv:� KATr .�sr,�G TirE ,@Sty J3 I'l - 67 G$ 6Ids� Asiiiti�f l� t* 1, ,oaf iofel,) TV Me CA 1A r" SS I.432. Fi�a TYP FAf-11-17y AfWILGSS /z Sim G LdSS b 16 . A = 4-,o 7'AAms+1. (1544cfp) 3#A 117• w ©.tsgt A Jmv A) br2 VL v a.tobf Gslr Wr v &67w PLAp APL + IDt t p. ZS LC. _ tcl1 � ='L9.' � RED icVNED F NSA V. AAC& to*o V6X &vC-L. p*R. (MA of- 9;EA*3 13 ,3, coo C& � CODE COIVIPLII 44e. 100'o 1&*Vdt rA AALk 3L - FOR. Ptxp All !•a MAY O l 201 TPt Su�r�! 1l� 6.tS9! x 3 't 2,no i,00-7 [ t 65. o1 H Sdb A v 144,17 Z" 4( 4Q-3 ,� 3,7f � Ci ofTukwi sus �. k BUILDING DIVI; Tw o.4*yo 11= avvr • oA Q 04 T0 t.E-v - ar)ti( %h-rw 0,411,Lei 'too 7'= R,R3G V _ 0. t se cps-. MAv. toff-P PE s VX + 4. + 0,1-r 1Q, 8� � 24%, d�x43/4' SemPs04 pLA4.&V �VIPaOA" Pft. IbAX- pwa t3�Un 5(645 1.ft. h 311� ttst•AAV Tom. t9SIiQ A#,b M.��c Vu s 1�a6" RECf=iVED Vu./kV,, D-94, CITY OF TUKWILA aptum& AA tA 1.001 MAR 16 2015 `D�pe f3RAt .� ' �� 3q`}y -1• 3s1 '"9ERMIT CENTER Att, 1SR�ct�1c. S7"'RUrS .�'�t,G t;tz"x j1��4 x 1� C'- SC-��'t�r•�s AQ %�. � lir Kx •(D�(��.�I�r� • © .3�j cW9 •ot� dit jr, .�rt.3. Pat. r. s i.t(,.4• ` p : a. 4*1 ION I DAiE `L 8t 5 PAGE ` OF ENGINEER: 67X J-016* ! S OM SUBJECT: PROJECT: k•l d 1. d 4... o. r r = ?I s ` kill, Lv, Ir c 48.20' t;a_ led & -. 240 to ,ISASIE PL,BTLSA 54#* i !6&L , M.A+G eoa,,u p s & im k Use pLAr&S . Ac- S`x? x 3/g -1;7 Ap 35.p 11.1i -fie > 0. 111 1% ; — atc < A c• 60 -Fe s �. 7 x '� = % .- o k*i PRASE p LAT Or M ,m 0.197 x ( 2. o)'Lf Z . Q. 394. ,��• 7MlCo - COM 4, 5U-6 W ETM ` 21 GOO ps; sty A"• -6 = -5 4 (f,")`/o a 54 ps; Gov- ZAAVii a Ab 3 (2Q f V.c G,0)(ZT 5r5 + /►0 4.331 M' C.uuro1r L`1R , : VL(o1 x 3 c 2.2 w t9. 33Gf A: WAMI *" t-de Ga-rmtcu. twu A 41' Fu-c f ACV-(t % iv•30 s-m s . tz.*M. t 2.OS 12 � �.9St i t s 6Art mv 45. D3 �~ us! ab ,► v7o (c41gAo Czrs�.23 �' Q.3gtr G 13-f iij Mewls AA . t2, k .a--- .46 • DATE 03- 201S PAGE �✓' OF _ ENGINEER: JUb t5n1� SUBJECT: PROJECT: CO LAA 144 S : X- 3�)t I GA G- S eon aAts k) to 3/,� U-T� Up s S,e• t.otgt S4e,p-.144w: f: .005Ct w4 k 1-u 6 " Y', x 1 , 81.6u i�a ss 3. 3 �►" CWqr}x, = car�.-�� d� 2&.109 1cs;= t�.sr is: N � 1,0 .� � =Qt= 33.St �ti if- 'F6 IA.1 0,19 C n, k, y D. 8 S' cc it - 9.44 4- o.32 � p.'IS — � G E.C� AA r G.-JD k1l; �a,/ i�.c a (9.83 — City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 25, 2015 ROBERT SMITH 1241186 AVE E PUYALLUP, WA 98373 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0066 NORTHWEST ALLIANCE STORAGE GRO - 1179 ANDOVER PARK W Dear ROBERT SMITH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • 1) Please provide details of "old video footage". Is there cellulose nitrate film? Are there VHS tapes? etc. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3670 . Sincerely, Megan Par s , Permit Technician File No. D15-0066 Kann c,,...L D—I.... .-.1 c..;.- 4lnas - 'r..1 .,;1 W--1;--.-- n Q 7 Q 0 - Dl --- In.< 4.21 sK7n - 1;....')nK 4.21 2.<.<c PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0066 DATE: 04/20/15 PROJECT NAME: NORTHWEST ALLIANCE STORAGE GROUP SITE ADDRESS: 1179 ANDOVER PARK W Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: Building Division ❑ Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # Revision # kw'�'40U �-.% - 15' Fire Prevention Structural ❑ before Permit Issued after Permit Issued Planning Division ❑ Permit Coordinator a DATE: 04/21/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/19/15 Approved ❑ Approved with Conditions ❑� Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0066 DATE: 03/16/15 PROJECT NAME: NORTHWEST ALLIANCE STORAGE GROUP SITE ADDRESS: 1179 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Binding Division Revision # before Permit Issued Revision # after Permit Issued A'►1/l CvVV Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑� (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 04/14/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: I— Departments issued corrections: Bldg ❑ Fire Ping ❑ Pw ❑ Stafflnitials 12/ 182013 Date: City of Tukwila Department of Community Deve! 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httn:t/www.TukwiiaWA ,gov REVISION SUBMITTAL Revision submittals must be submitted in person at tine Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan CheekMermit Number: D 1. 5-0066 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NORTHWEST ALLIANCE STORAGE GROUP Project Address: 11.79 ANDOVER PARK W Contact Person: Summary of Revision: Phone Number: :�-a r�� air>..i•+i�>••�L�i�S�Pli!I�EJi��33 'IF 01511 • f . 7 • 1 • t t CELL. t- E fLtM Q 0tjj AcS N ct_?t-Ty E5 i�61 $ fl t t V � awFiV ED '1t , u:t Sheet Number(s): "Cloud" or highlight all areas of revision including dat evision c Received at the City of Tukwila /Perrrmiit�Ceenntter by: Entered in TRAKiT on `tee W;Tcrmh CcmerlTemp1atesTbrm5kRcvettun Submiugf S rm.doe Rewred: March 2n14 WAREHOUSE SOLUTIONS NW J T C Page 1 of 2 Home Inicio en Espanol Contact Safety Washington State Department of Labor & Industries WAREHOUSE SOLUTIONS NW LLC Search L&I I A-% Index Help biy Secure 1: `i`I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 29026 39TH AVE S AUBURN, WA98001 SMITH, ROBERT RODNEY 253-709-4696 Principals KING County SMITH, ROBERT RODNEY, PARTNER/MEMBER Doing business as WA UBI No. Business type 602 889 014 Limited Liability Company Governing persons ROBERT SMITH License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. WAREHSN912CC Effective — expiration 02/03/2009— 02/03/2017 Bond Wesco Insurance Co $12,000.00 Bond account no. 46W BO40686 Received by L&I Effective date 01/10/2014 01/30/2014 Expiration date Until Canceled Bond history Insurance Underwriters at Lloyds $1,000,000.00 Policy no. PFK047769-2 Received by L&I Effective date 01 /26/2015 01/30/2015 Expiration date 01 /30/2016 Insurance history .S........avings .... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........................................ https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602889014&LIC=WAREHSN912CC&SAW= 5/22/2015 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of'egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways.,. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. I. SPRINKLER DENSITY IS .495 OVER 2000 SQ FT 2. lk SPRINKLER HEAD TEMPERATURE IS SET AT 286 DEGREES f. 3. OLD VIDEO FOOTAGE INCLUDES DIFFERENT TYPES OF VIDEO TAPES: 1" VIDEO TAPE, %" VIDEO TAPE, D-1 TAPE. D-2 TAPE, BETA TAPE, AND VHS TAPE. THERE IS NO CELLULOSE NITRATE FILM. ONLY ACE BASE AND POLYESTER BASE FILMS STORED ON CONVENTIONAL WOOD PALLETS, NON -ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 23' 5. APPROXIMATE CEILING HEIGHT IS 25'8" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 11►_0 7 16 ko 4 40" X 106" 8 4 40 X 106 40 X 106 r Lt - ❑ 40" X 106" 40" X 106" 40" X 1061111 40" X 106" 11 40" X 106 Tunnel Bay 40" X 106" 11 40" X 106" 11 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" J ,_ 15„ �8 616 REVISIONS No changes shall be made to the scope of work without prior approval of TOkv.lila Building Division. NOT`: R ;vis;ons will require a new plan submittal and may inc'ude additional plan rovimu foss. 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 11 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106 "l 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" t40" X 106" 40" X 106" 11 ►_ 9 7 it 16 ko O 40" X 10611 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106" 40" X 106"' 40" X 106" 40" X 106" 40" X 106" WED FOR COl3E CO ��E® CE APPR MAY 01 2015 Ci of JING IDNIG'ON BOO FILE COP Permit Los n review approval is subject to errors and omissi proval of construction documents does not authc violation of any adopted code or ordinance. Re( approved Field Cop and conditions is acltnowlod By: Data: �' . Z 2- /S' City of Tulmlila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1.6 2015 PERMIT CENTER A �I�I�IMI�I� No w fn J Z Q N S J ()W �- ¢ �WHfxl�¢¢W y W Q� W Q X 3 M qPQ 4' a X w W ,t J ZZ W n-=CM3 ¢JV1�W1-�W�fn LMJ=0Cn z¢ L"C3 zzOw 3v=iwcn�w ¢ ►—���►= zVF- q O U= 3 Q W A Z w F_W(XWF-F-o vj82JO W W F-F-=MC6 W a- = = z '.-' J d .-. Q�or3u v)wCF=- w Ln F LnU 0 N ti O � Z U) aw O � co O Q Q LU LU U4 Vi o vU �Q� ©01 O JS � rn Q N a Cq 0. � w A � J 0 0 0) 00 0 00 O 00 (j Wa'F_ 0 O co Q rn ' AZ r— I--- ry DRAWN BY.• RRS SCALE: 3/16" = 1' 0" DATE: 3-6-15 DRAWING NO: 128'-6" CHECKED BY.• SHEET NO. 1 OF 2 SHEETS —AS NOTED 6" L BEAM SECTION .075 THI ASTM A572 GR50 n4a 5/8" DIA. 2 HOLES 3/8" THK. — 3" 1" LBF 404 ALL 106" LOADS BEAMS 1/2" 5 7" 3/16" V 1 1/2" 2 3/4" 5" 2 1/2" 2" T ". AS NOTED 1 /4" REF. .531 SQUARE .375 R 3" l/8" 11 GA THIS 3" 31-4111 '-1011 7 -�-{ �-�-1/2" 4 3/4" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS -�I 1-3/4" UPRIGHT COLUMN 1 ire11 1"1� .075 THK�jI ' 1 1/4 COLUMN STRUT. R1/8" TYA MIN. 1" (TYP. I Ln STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH OF LODI, CA OR EQUAL. 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: A) BEAMS AND COLUMNS Fy=50ksi FU=65ksi. B) BRACING STRUTS Fy=36ksi Fu=58ksi. C) BASE PLATES FY=36ksi Fu=58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: 3000 LBS 4. CONCRETE SLAB IS GIVEN AS 5 J"THICK WITH fc'= 2500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 3000 psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEDGE ANCHORS OR EQUIV. (A.) FOR THE 5" X 7" BASE PLATES: USE 2 - 1/2"0 X 4-3/4" ANCHORS WITH 3"EMBEDMENT PER BASE PLATE. PLACE ANCHORS DIAGONALLY FOR ANY BASE PLATES WITH 4 HOLES. SPECIAL INSPECTION IS REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2012 IBC SECTION 2209 THE 2008 RMI CODE AND SEC 15.5.3 OF ASCE 7.10 USING THE ASD METHOD: V=0.67 Cs x Ip x Ws WHERE: Ip =1.0 - RESTRICTED AREA - (NO PUBLIC ALLOWED) Cs=2.5Ca/R Ca = 0.3819 FOR THE GIVEN ADDRESS AND SITE CLASS D R = 4.0 TRANSVERSE DIR: BRACED FRAMES R = 6.0 LONGITUDINAL DIR. - MOMENT FRAMES EXITING NOTES: 1. EXTERIOR DOORS ARE Y SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .495GPM OVER 2,000SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. 3.OLD VIDEO FOOTAGE, STORED ON CONVENTIONAL WOOD PALLETS, NON -ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 23' 5. APPROXIMATE CEILING HEIGHT 25'8" TNT A 0 "1 I-VL T A T TYP.) HORIZINTAL BRACE �Og i GOwkpL� CE 01 V la GlW p$ � � ��0 WASI C < -vo l -- RECEIVED CITY OF TUKWILA E a wo w ti OF-v, HO J tiWQ�WaX3 Aa qPqwauLjWL�NJ ZZwQ-_v;=ozsc=i, ¢Jyd'WM-�W�v, �J�O(�7.-.tnOZ Z¢ i..o¢3zZow Q F-W=VZVF- Aw�I=-OC�wLLJ F_OOP` ,nn!J0W WM .-. W n. = S J n..-. ===o PPE3 Cy owx F-I-P4F-000U> C6W F- u.J w <t A � 0 vm 0 Pico v co v 0 000 �C'C/) J a > -0 a.� a o < z F-- 0, DRAWN BY: RRS SCALE: NONE DATE: 3-6-15 DRAWING NO: CHECKED BY.• BASE PLATE DETAIL INTERLArk"LE COLUMN LF75 I1GA ASTM A572 GR50 MAR 16 2015 PERMIT CENTER SHEET NO, 2 OF 2 SHEETS