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HomeMy WebLinkAboutPermit D19-0084 - PSAV - RELOCATE RACKS TO NEW FACILITYPSAV 790 ANDOVER PARK E D19-0084 /\ Parcel No: Address: �~^�«x "�� Tukwila ~~U~x x�n v U�nxw�Kxa Department of Community Development 6300 SnwthcenterBoulevard, Suite #1OO Tukwila, Washington 9818V Phone:ZO6'431']G7U Inspection Request Line: %O6'43D'935U Web site: http://www.TukwilaWA.Pov DEVELOPMENT PERMIT 2623049095 Permit Number: D19'0084 Project Name: P5AV Issue Date: 4/2/2019 Permit Expires On: 9/29/2019 Owner: Contact Person: Name: Contractor: License No: Lender: Name: LBARN-ODMPANYXV|LLC 3347K8ICHAELSONDR#200,|RNNE, WA, 92612 N1|KESOKENSON NORTH WEST HANDLING SYSINC lIOOSYV7TMST'RENTDN,WA, 98055 NORTUVVH275JF 79OANDOVEoPARK E^TVKW|U\WA, 98188 Phone: (206) 255-0500 Expiration Date: 10/9/2019 DESCRIPTION OF WORK: MOVING RACKS FROM OLD FACILITY TONEW FACILITY. 36BAYS. PLEASE SEE ATTACHED DRAWINGS, ENGINEERING AND SUPPLEMENT FOR ALL DETAILS. Project Valuation: $6,00000 Type cfFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: 1116 Electrical Service Provided by: TUKWILA Fees Collected: $397.04 Occupancy per IBC: 5-1 Water District: TUKW|LA Sewer District: TUKvV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVAC296-468: y Code: Public Works Activities: Channe|ization/SthpinO: [urb[ut/Access/5dewa/k: Fire Loop Hydrant: Flood Control Zone: HauUnO/0venizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut O Fill: O Number D No Permit Center Authorized Signature: Date: ~7//�/-/ ^ `. |hearbYcertify 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 nrlocal laws regulating construction orthe performance nfwork. |annauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: ~ Date: This permit shall become null and void if the work bnot commenced within l80days for the date ofissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1; 'BUILDING PERMIT [DNDOOONS*~~ Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted zk 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 Budding Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports tothe Building Official in atimely manner. 5: Afinal report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center, Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage nrbracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington, Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. �'. \^� 8: All electrical work shall beinspected and approved under aseparate permit issued bythe City nfTukwila Permit Center. 9: VALIDITY DFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,5UUsq. ft. ofarea. The mtinQuisher(s)should beufthe "All Purpose" (3A,40B:[)dry chemical type. Travel distance toany fire extinguisher must be75'orless. (|F[ 906.3)(NFv410,5.4) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or bracketssupplied. Hangers o/brackets shall besecurely anchored to the mounting surface in accordance with the manufacturer's installation instructions, Portable fire extinguishers having agross weight not exceeding 4O 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 isnot more than l5feet (lO67mm) above the floor, The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (10Zmm). (|F[9O67and |F[ 906.9) ll: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use, These locations shall bealong normal paths nftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|FC906.5) 12: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will berequired tnconduct these required surveys. (NFPAl0,7.Z,73) 14: Maintain fire extinguisher coverage throughout. 17: Maintain fire alarm system audible/visual notification, Addition/relocation ofwalls orpartitions may require relocation and/or addition ufaudible/visual notification devices. (City Ordinance #2437) 16: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nuwork shall commence until a fire department permit has been obtained. (City Ordinance #2437} (|F[9Ol2) 18: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall bemaintained inanapproved manner. (|FC305.l) 23: Where storage height exceeds l5feet and ceiling sprinklers only are installed, fire protection hYone cfthe following methods is required for steel building columns located within racks: <n> one'hnurfine proofing, (b)sidewaUsprinkler at the l5foot elevation pfthe column, (c)ceiling sprinkler density minimums as determined bythe Tukwila Fire Prevention Bureau. (NFP4 1]'I6.1.4) 19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of18inches below sprinkler head deflectors insprink|eredareas nfbuildings. (|FC315.11) 20: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall bemaintained. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #I4]6and #Z4]7) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 22: These plans were reviewed hyInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(lO6)575'4407. PERMIT INSPECTIONS REQUIRED / CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 14Ci 00 Project No. Date Application Accepted: 3-11--fq Date Application Expires: I I cf (For office use only) 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** SITE LOCATION Site Address: 7 .?62 r#Ivtr P4r4 - Tenant Name: P S 4v PROPERTY OWNER Name: Lpi. 121,,ii_...7 Address: vUnt,SfL,. ' . e?5— City: „Akke... State: G../4 Zip:giof CONTACT PERSON - person receiving all project communication Name: 4 A , 1 0 ,/v Address: / i 00 57 City: State: i Phone: Fax: - 6 Email: . 0 0 il cv A S , (Or-. GENERAL CONTRACTOR INFORMATION . Company Namem rjt, a / Address: i / 00 Sw 7. City: RP 4 State: Zip?oce- 7 Phone. Faxio.5-,??8-r'-6/16 Contr Reg Noworiih vh 5....)....xp Date/1//? Tukwila Business License No.:f7)1.1- .0 ? 9 Ifoii 7 King Co Assessor's Tax No.: Suite Number: / Floor: / New Tenant: f Yes L ..No CHITECT OF RECORD Co• EILWAIIIIIIMMI Address: NIMMIIIIIIMINII ISIIMIL State: Zip: Phone: Fax: ENGINEER OF RECORD . Company Name:R4 de Dzs ' 1 Engineer Name: ,---: Us*"'N1 0 k4e) Address:Li t .a.. j. Brsact) SY- 3.0 'Y City: 6.40,44 (e. State: Zip,i200 it Phone gig.ayo . Ay° Fax:srlege„bye .3 g. /....? Email: rackdzs feir, 1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: (c 4 de Address: ° City: cs— 1/1 State: Zip: HAApplicationsTorms-Applications On Line12011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 ."\ UILDING PERMIT INFORMATION — 206-431-3670 (Lev Valuation of Project (contractor's bid price): $ 0 0` er) Existing Building Valuation: $ ( d /ic 9Cc/X Describe the scope of work (please provide detailed information): r&cla ,=1/ jl (1( - pa-p- PZe4rI ek-z--1 .1,1( c7“ ,Y;--, Will there be new rack storage? Y<Yes El.. 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 1st Floor . 0 ..7i-e7 3/ CD Oa ft — r. S- rd Floor v 3rd 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): 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: Will there be a change in use? Yes Cornpact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Er..., Sprinklers E Automatic Fire Alarm 1:1 None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? LI Yes KeNo If "yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications \ Forms -Applications On Line120 l I Applications \Permn Application Revised - 8-9-1 lidocx Revised: August 2011 bh Page 2 of 4 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 OR AUTHORIZED GS<: Signature: y'"�'"'M-`' Date: ? )// q Print Name: d V lie-1.50.E Day Telephone: tJ "! (S ' 4/z/kD Mailing Address: I (e0O 5 Wit -CV ( Slate Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 '\ DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $255.08 D19-0084 Address: 790 ANDOVER PARK E Apn: 2623049095 $255.08 Credit Card Fee $7.43 Credit Card Fee R000.369.908.00.00 0.00 $7.43 DEVELOPMENT $237.05 PERMIT FEE R000.322.100.00.00 0.00 $212.05 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $10.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17307 R000.322.900.04.00 0.00 $10.60 $255.08 Date Paid: Tuesday, April 02, 2019 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 02819D Printed: Tuesday, April 02, 2019 10:45 AM 1 of 1 „.; YSTEM5 DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $141.96 D19-0084 Address: 790 ANDOVER PARK E Apn: 2623049095 $141.96 Credit Card Fee $4.13 Credit Card Fee R000.369.908.00.00 0.00 $4.13 DEVELOPMENT $137.83 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17132 R000.345.830.00.00 0.00 1111111=111 $141.96 Date Paid: Monday, March 11, 2019 Paid By: MICHAL;E SORENSON Pay Method: CREDIT CARD 032914 Printed: Monday, March 11, 2019 11:30 AM 1 of 1 YSTEM5 y\ CO TUKWILA ETRAKIT 6200 5OUTHCENTER 8LVD TUKWILA, W4 98188 206'433'1870 CITY OF TUKWILA 0817340000802374464500 Date: 04/02/2019 I0:44:40 AM CREDIT CARD SALE VISA [4xD NUMBER: TnAN AMOUNT: $255.08 AprK0V4L [D: 028I9D RECORD #: 000 CLERK ID: jaczel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUmWIL4 ETKAKIT 0200 S0UTHCENTER 8LVD TUxwILA' WA 98188 206'433-1870 CITY OF TUKwIL4 Date: 04/02/2019 10:44:40 4M CREDIT CARD SALE VISA CARD NUMBER: TKAN AMOUNT: $255.08 APPROVAL [n: 02819D RECORD #: 000 CLERK ID: jazzel Thank you! Cu5tomer Copy CO TUKWILA ETKAKIT 6200 S0UTH[ENTER BLVD TUKWILA' WA 98188 306'433-1870 CITY OF TUKWILA Date: 03/I1/2019 11:29:32 AM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $I41.96 APPROVAL [D: 032914 8s[VxD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3ki'T0 Permit Inspection Request Line (206) 438-9350 Nct Project: ^^ Type of Inspection: Address: .1 cro 41N4Cuvil- VAR Date Called: Special Instructions: taeAl.:5 Date Wanted: a.m. Requester: (X yI. Phone No: 747 B` & L'Li98 Approved per applicable codes. El Corrections required prior to approval. EOM M ENTS: tvi4Vg=.1 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r r1 1100 SW 7th St Renton, WA 98b57 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 790 Andover Park East TENANT NAME: PSAV DATE: 03/11/2019 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of Tukwila BUILDING DIVISION 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Special inspection of anchor bolts performed by AAR Testing Lab. PO Box 2523 Redmond, WA 98073. 425-881-5812. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Commodity class I-1V. Audio a video equipment. Stored on pallets on wire mesh decked racks. Non encapsulated. 7. Sprinkler System Information: .39/2500 Sprinkler head temp 286 degrees. 8. See attached sprinkler a alarm tests. 9. Overhead/emergency/exit Lighting indicated on attached drawing. 10. Ceiling clear height: 22' 8". Proposed top of product storage: 17'. big 00E3'1 RECEIVED CITY OF TUKWILA MAR 11 2019 PERMIT CENTER By G. GHANIAN DATE . 3-1-19 SUBJECT RACK DEPIGN & ENGINEERING CO. 412 WET BROADWAY, BUITE #204 OLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackdegignlegmail.com SHEET NO. 1 JOB NO. RD-19786 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: PSAV 79 0 ANDOVER PARK EAST TUKWILA, WA 98188 PER IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 1 5.5.3 RMI/ANSI/KAH 1 6.1 :2012 STORAGE RACKS CAPACITY: 3000 it/ LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-19786 EXPIRES 12-26-19 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of Tukwila BUILDING DIVISION bt9 oo81-1 RECEIVED CITY OF TUKWILA MAR 11 2019 PERMIT CENTER By C. 8HANU\N 3 1 1Q DATE. - - SUBJECT RACK DEPIGN & ENGINEERING CO. 482 WEOT BROADWAY, OUM #204 TEL:(888)240-3810 E-&tAffi: rackdeoigniOgmag.com SHEET No. 2 JOB RD 1Q786 1*" & 1om^ Y | / K | � � � 144" LONG BEAM |v=2.86 = _ ~�,_-'.~n. .0 FRONT VIEW = Fy=55xs ` ` � � ` � � � 00 � ` 72^ f |. BEAM v | | D � ,_ FRONT VIEW LOAD PER BEAM + 25% IMPACT LOAD 2 BEAMS M=�i�=Z7~« O 5x°L' ^ L ^ m= =§9 � =�V SEISMIC DESIGN S x| n Y=�DSx/.* ^ xN |8C 2015 SEC, 2209,1 ASCE 7-10 SEC. 15.5.3, RM|/xN3|/WH 16.1:2012 5os=8.86 (U3GS WEB SITE, ^3nI CLASS D^) 1=1 NO PUBLIC ACCESS R=G MOM. CONN. RM| 2.6 AND 2.6.3 R=4 BRACED W=D.L2+ PRODUCT LOAD LOAD PER ooL.= 3«3.0 «-4.5« 2 COL. P=.2D+ (4.5«xO.75)=3.6« YV=.2~+ (4.5pxx0.67)=3.2 x Y = .37^ mwGIr \L-=S '55« LONG|T. SEISMIC e.4"K � � -00 � � � xy -. -- --� . SIDE VIEW 72" LONG BEAM 2 s/4^ M=Wt2=14^« O 3 = 41�77 n' ' 5x*L4 ^ L �= =.1� � =40^ rV"K e.4"K By G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE. 3—1—19 412 7EP BROADWAY, ourrE #204 TEL:(813810 E—kAR: nackmaaignuftmmil.comu SHEET NO. J JOB NO. RD 18786 COLUMN DESIGN Fy=55^o xo=.62 |x='g5 5e=.5 rx=1.2 rr =1.1 COMBINED STRESS RATIO pwx=,r-[J»=O�U o�=1.D (KLlu . ` ' 0u=1 67 ox=/_ocp=_92 ' BASE PLAT[ ANCH. T[N3|0N= O ANCHOR SHEAR =.1O« KL 48x1 2 = ' =46 rx 12 KL J5 —�J --- ry —i.1 — ocP oul�x� + � = 58<1 Ph M,.ctx i2\-1/2^0 ANCHORS PER BASE PL, 3 1/4^ EMB. H|LT| NW|K BOLT—TZ [5R-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65=2.31 BEARING CAPACITY OF COL. HOLE 7/16^0 RIVET A=.1 Fy=7gm" Po=.1x79x.4=3« Mn = (2.3«x4. )+(1.1 Kx2^) = 1 1.4'x J PIN CONN. CONN, M_ ,mo =.O1xw|z= 2.2 ^« M=77 "K SEISMIC M=g.g.n TOTAL 7r x[ Fo= =lJ5 (KL)z ` r, ' z x Fn=F(.658 " )=46ma pn=F,Je=23.0 x 3.5« O,4^« x c =~F /Fe = 0.64 1.5 By G. OHAN|AN -19 3 1 DATE. - SUBJECT RACK DEPIGN & ENGINEERING CO, 482 #204 TEL:(818)240-3810 E-8tkM; rackdep' 8ftpmafl,com SHEET No. 4 RD 1y786 OVERTURNING M«x2 x182"xO.G8=1|8~« "'=.55COL. Mn = 3.6«x42^= 150'« NO UPLIFT 42" LOAD TO DIAGONAL P=.55«x2 x4D=1.J« COL- 42 Fy=55 uo Ao=.26 rx=.4O po= 3.8« CHECK WELDS Pn=L.f.Fu =.06x1.5"x65=5.8« 0=2.J5 pn = 5'8 «=2--O« �0 2.35 �»�-' CHECK SLAB 3600 -J6 1000 ' `/ .518=23. 3.6x144=518 "" M= /7.5i 1OOOx�-x12=2344^� \ 12 /' 2 u 12x8 S= =72 6 2344 =3J<1 6-/2,5V0=80 72 TOP LEVEL 100% LOADING Y= .28« MOT =.23«x2 x144^=84 "K COL Mn = 1.7^x42"=72^« | Y 8^ CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL • Date: 18/30/2018 Customer: ILBA REALTY Performance Evaluation #O1 1 , " I Tech: ICOLBY FASOLI Work Order:111497 Site: IANDOVERBLDG Address: 1720-790 Andover Park E, Tumwater, Wa System # 11 Type Wet System # 12 Type We System # I Type ' System # I Type I System # I Type 1 Area Cove lEast Half Area Cove jWest Half Area Cove' Area Cove Area Cove Other: r Assembly F Storage r Industrial r Offices .17 Retail r Apartments r Condominiums r Residential A. Owner's Section 1. Has there been any fire protection modifications since the last inspection?: r Yes 1.7 No Describe below. 2. Destribe any fire(s) since last inspection: jNone, IRLIVILvdc.0 CODE CanuVLIANCE APPRO17D 3. Date (approximate if unknown) sprinkler system was installed: J197 4. Name of installation company: 'Disco Fire MAR 22 2019 B. Inspector's Section 1. General a. Does the system have a hydraulic plaque? b. Are the risers labeled and what are the specifics? City ofTukwila BUILDING DIVISION Discharge density' Peri Sq. Ft. residual pressure at riser' psi. Gallons per minute' c. Is the building fully sprinklered? d. Is the entire sprinkler system in service? e. Record water pressure at riser, 2. Control Valves a. Are all sprinkler system control valves and all other valves in the appropriate open or closed position? b. All control valves operated through full range of motion and returend to normal position? MAR 11 2019 c. Are all control valves in the open position? ro Locked rvi Sealed l Tampered PEFIMIT CENTER d. Are all control valves properly signed? 3. Fire Department Connections a. Are fire department connections in satisfactory condition (unobstructed view, couplings rotate freely, caps are in place)? FDC backflushed in 4. Wet Systems a. Have antifreeze system solutions been tested? .(Required every 5 years) RECEIVED CITY OF TUKWILA • Solution % b. Were the test results satisfactory? Specific Gravity Reading(s . c. Does the building appear to be adequetely heated at time of inspection? e, Internal exam of piping conducted in 12017 (Required every 5 years) 00 fi Deg 41fies•••••• No N/A r 1.7 1— ✓ 7 .7 • I F r r 150 PSI Yes No N/A J r- • r F l r r Yes No N/A Fr r i Yes No N/A r r r r r F r 017 5. Dry systems a. Is the air pressure and priming water level in accordance with manufacturer's instructions? b. Has the operation of the air or nitrogen supply been tested? bl, Is it in service? c. Were the low points drained during this How Many? inspection? d. Did the quick opening devices operate satisfactorily? e. Did the heating equipment in the dry pipe valve room operate at the time of inspection? f. Was the dry valve tripped during this inspection? Yes No N/A r r r F ✓ r F ✓ r F ✓ r F ✓ r F ✓ r F Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial NO, Make Model Serial No. 1 1 1 Q.O.D Trip ok Time to trip thru test pipe Water Pressure air pressure Trip point pressure Time water reached test outlet Alarm operate d ocal Alarm operated tedInitial remote Min Sec PSI PSI PSI Min Sec I I I r- i I I 11 1 1 1 1 1 1.1 1 1 1 J III 11 1 I g. Date dry pipe valve trip tested(control valve fully open). h. Internal exam of piping conducted in 6. Alarms a. Did water motor gong test satisfactorily b. Did electrical bet test satisfactorily? c. Is the system supervised with alarm? (Required every 5 years) VVho? eridian Security Operator # d. Did alarm monitoring service test satisfactorily? e. Waterflow alarm? f. Valve tamper monitoring? g. Hi/Lo air switch 7. Sprinklers, Gauges a. Are all sprinklers free from corrosion, foreign material, or paint? b. Are there any non -dry sprinkler heads manufactured prior to 1920? c. Are all non -dry sprinkler heads less than 75 years old? d. Are all non -dry sprinkler heads less than 50 years old? e. Are at dry type sprinkler heads less than 10 years old? f. Are all FAST RESPONSE sprinkler heads less than 20 years old? g. Is there fluid in the glass bulbs? h. Is a head wrench, stock of spare sprinklers, and teflon tape available? 1. Does the exterior condition of the sprinkler system appear to be satisfactory? j. Date of last MIC testing? 8. Waterflow Test at Main Drain made at Sprinkler Risers Test Pipe Date Test Pipe Location Date of last sample testing: Date of last sample testing: Date of last sample testing: Date of last sample testing: Size Test Pipe r 11973 12004 r r F Yes No N/A Fr r ✓ F 1 r r F r • r ✓ r Yes No NIA • r r ✓ 17 r r F .17 r r F F r r r F r r 1N/A Static Pressure Residual(flow) Pressure 1 18-30-2018 'Riser 12" 050 530 2 F-30-2018 'Riser 12" It so 1130 3 f 4 1 5 r 9. Explain any "NO" answers and comments: 10. Adjustments or corrections made during this inspection: 11. Although these comments are not the rsult of any engineering review, the following desirable improvements are recommended: System 1 System 2 System 3 System 4 System 5 P' is operational -17 is operational r is operational r is operational r is operational ✓ is operational with defects ✓ is operational with defects r is operational with defects ✓ is operational with defects ✓ is operational with defects ✓ is not operational ✓ is not operational ✓ is not operational ✓ is not operational ✓ is not operational Smith Fire Systems, INC. 1106 54th Avenue East, Tacoma, WA 98424 Phone: (253) 248-2000 Fax: (253) 248-2360 - IColby Fasoli 2 243 8-30-2018 Signaturelnspector Print Name WA SFMO 111 # Date Signature Inspector Print Name Date Date: 18/30/2018 Customer: ELBA REALTY Confidence Testing Fire Alarm #O1 Tech: ICOLBY FASOLI 1 .1 Work Order:1.11497 Site: IANDOVERBLDG Address: 1720-790 Andover Park E, Tumwater, Wa Name of Tester Date of inspection Control panel manufacturer Number of initiating circuits Battery voltage Battery voltage under full load !Colby Fasoli 18-30-2018 'Silent Knight Certification No.121243 Type of inspectionlAnnual 'Addressable 6. 9 Volts 25.24 Model No.1IFP-1000 No. of signal circuitd4 Charge circuit voltage127,46 Volts (Signals operating) Volts 1. Trouble signal with AC power off 2. System operates satisfactory on standby power 3. All signals operate on AC power 4. Have all alarm notification appliances been checked for proper operation? 5. All circuits checked for electrical supervision 6. Control panel checks made per manufacturer's instructions 7. All auxiliary equipment operates (Elevators, fans, dampers) 8. Central station or remote connection Name of Monitoring Company:3Meridian Security 9. Key to panel available 10. Operating instructions at panel? 11. Service Label or Tag (SFC Appendix III-B) 12. Did you sign off item 8 on the elevator log Equipment Tested IRTZVIElle_EDFC CODE CCIVOLIANCE APPROVaD MAR 22 7119 • City of Tukwila BUILDING DIVISION F Yes re Yes Yes F Yes r Yes Yes r Yes P Yes F Yes F Yes F.' Yes r Yes r No r No r No r No J No r No r No r No r No r No r No r No r N/A r N/A r N/A r N/A r N/A r N/A F NIA r N/A r N/A r N/A r N/A F N/A Type Of Equipment Numbers Of Units Tested Satisfactory No. Of Units In Building Yes No N/A Bells, Horns, Chimes 20 r r320 Voice Alarm Spearks 1 Visual Alarm Device 124 F Trouble Indicators Super. Switch (Auto. Spr.) Auto Spr. Flow Switches 2 r Smoke Detector(s) 1 r Heat Detector(s) rManual Pull Stations 6 r Ventilation Controls Operate Central Station 1 Annunciators I1 rr Elevator Call Down r r t ECE VE Fire Damper/Smoke Dampers r rC Phone Jacks 11 Auto. Door Unlocks - Failsa e AR 2019 Auto. Door Release k Other 'Duct Detectors iF r Problems Found: None. Corrections Made: Date Corrected BY I This is to certify that the fire alarm system has been properly tested and inspected for reliability to cover the items listed in this report. Smith Fire Systems, INC. 1106 54th Avenue East, Tacoma, WA98424 Phone: (253) 248-2000 Fax: (253) 248-2360 ...,,,_ ... _..., .....1,11t MINS 'Colby Fasoli 8-30-2018 Signature Inspector Print Name Date Signature Owner Print Name Date /- • EflMIT COM) COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0084 PROJECT NAME: PSAV SITE ADDRESS: 790 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 0 /11/19 Revision # Revision # before Perrnit Issued after Permit Issued DEPARTMENTS: AT Awc, A Avc Building Division mg Fire Prevention II Public Works Structural Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 04/09/19 Approved with Conditions Denied (ie: Zoning Issues REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire lE Ping PW El Staff Initials: 12/16/2013 I (ime Lspaii,i1 Contact Safety & Health Claims & Insurance hington State Department of abor & Industries N., Search L&I A-Z Index Help Search Workplace Rights Trades & Licensing NORTH WEST HANDLING SYS INC Owner or tradesperson Principals FRANCK, JAMES JEROME, PRESIDENT KOSTY, CLARK RANDOLPH, TREASURER THOMAS, KEVIN A (End: 09/28/2011) Doing business as NORTH WEST HANDLING SYS INC WA UBI No 600 051 641 1100 SW 7TH ST RENTON, WA 98055-2939 425-255-0500 KING County Business type Corporation Governing persons JAMES J FRANCK CLARK R KOSTY; 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. NORTHWH275JF Effective — expiration 04/06/1973— 10/09/2019 Bond Travelers Cas & Surety Co Bond account no. 815103354822BCM 512,000.00 Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. 6302C242044PHX18 Received by L&I Effective date 09/28/2018 10/01/2018 Expiration date 10/01/2019 Insurance history Savinys Help us improve No savings accounts during the previot ear 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 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 329,999-00 Doing business as NORTHWEST HANDLING SYSTEMS INC Estimated workers reported Quarter 4 of Year 2018 "Greater than 100 Workers" L&I account contact T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/21 /2015 Inspection no, 317936474 Location 1100 Sw 7th Street Renton, WA 98055-2939 Inspection results date 08/21/2015 Inspection no. 317937073 Location 1100 SW 7th Street Renton, WA 98055-2939 Violations Violations tt; Washington Stale Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve PLAN VIEW f F-3l` J �, 13'-2" [1581 X N X 1' [12"] L J F-3CJ F-31` z F-1 z F-1 F-4 F-3 0— CO X N /T \ J-3 10'-6" 10'-6" [126"] [126"] 33 O X N "cr- 03 X N 33 O CO X N 20' [240"] F-4 F-4 co X N d- rb 0 X N CO X N F-4 F-4 xxxxw Jr.\ F-44 F-4 F-4 F-4 F-4 XXI 121111XXXXXA F-4 F-4 F-4 33 X N CO o_ X N 03 O X N d- CC) X N O X N 00 csi *xxaaaxa F-4 F-4 F-4 F-4 F-4 F-4 F-4 F-4 F-4 F-4 00 X N 03 X 03 X N mot' (Th / :\ \ J'-3 1' [12"] xxxavxoutatwasmalotu rsxmasmix F-4 nxxaaacxsa sx F-4 0 xxXXXXXX 4 Ia11IDLIHxlt XI XI F-4 F-2 xxoan.xnssm O' F-2 • 25' [300"] 0 F-2 F-4 4 D PROJECT NOTES: -PROJECT NAME: PSAV -PROJECT ADDRESS: 790 ANDOVER PARK E. -ALTERATION AREA: 3,000 +/- SQFT -EXISTING TENANT SPACE: 10,500 +/- SQFT -PROJECT DESCRIPTION: ANCHOR (36) BAYS OF USED PALLET RACKING -COMMODITY CLASS: I -IV NON ENCAPSULATED -SOLID DECKING: NO -CONSTRUCTION TYPE: III-B -OCCUPANCY: S-1 -BUILDING CEILING HEIGHT: 2218"' -MAXIMUM PRODUCT STORAGE HEIGHT: 17' -BUILDING OVERHEAD SPRINKLER SYSTEM:. 39/2500 WITH 286* HEADS REVISIONS No changes shall be made to the scot* of Work without prior approval Of the Tukwila Building Division. NOTE: Revisions will require a new plan Submittal and may include additional plan review SEPARATE PERMIT REQJJIRED FOR: I Mechanical EYElectrical [Plumbing L.LY Gas Piping City of Tukwila BUILDING DIVISION EXIT LOCATION OF BATTERY BACK-UP EMERGENCY BUG EYE EXIT LIGHTS - (J�3 LOCATION OF OVER HEAD LIGHTS -SPECIAL INSPECTION OF ANCHOR BOLTS TO BE PERFORMED BY AAR TESTING LAB 425-881-5812 PO BOX 2523 REDMOND, WA 98073 FIL Permit No. ?P-Pool.t Plan review approval is subject to errors and omissions Approval of construction documents does lot autn craze the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is a nowledged: By. , � Date: */q/7. t BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 11 2019 PERMIT CENTER b ooa.q / �' , 0 5. 8 DOTS l' 01 iY%Uj// (r/� •7� cz F� 0 k) l I tO1 Pi ��/ f le 11 all ,Z�c� • .z. o• 4. '�•,•.•, �i� /,� F� \----- Lo i T,` \ _� �. BOTH SIDES TYP> 1/8 V �� \ / ❑ �, ` 0� _ F '` ___ t=0.07" I I 8 V CTYP g•;0 1 1/2"/ 71 FBI 73-i . 2 3/4'' \ 3 . At 10801 A . , ..., 1 /4" 0 SAFETY LOCK (1000 #CAPACITY) 0 0 . >,._ i j _ 1 A 4 . ttoIN _�, t .07 OD• ep. >'. ° ° >° p. ° SEC. A —A 8 8 I o... °' ° '; ��..— n.. ° ee . . °.. / / / \ ❑ ------� \ OO °. •P. _� A •n TIP 1/p " I TYP 1 8 ri.5" / (2)-1 3 1/4" /2"C ANCHOR BOLTS PER BASE PLATE EMB., (SEE NOTE NO. 4) IL. .9 k — — — — INi fr I I SEC. B—B 7/16"0 RIVET ASTM A576-90B HOT —WROUGHT G10100 GRADE UNS C-1010 t=3/16" BASE PLATE DETAIL Ci) BRACING DETAIL (.2; 3 PIN CONNECTION (3j ROW SPACER Ge-17 REVIEWED FOR E COMPLIANCEp(� COAPPROVED °>. AP■9�y/RO V®ED MAR 22 2019 I City of Tukwila BUILDING DIVISION 144" & 108" 72" 42" 42" 42" NOTES: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2015, ASCE/SEI 7-10, ACI 318-14, RMI/ANSI MH 16.1:2012 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #01649 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KB TZ (ESR 1917) SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY: 3000 #/ LEVEL 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (3000 #/ LEVEL) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'—O" OF HEIGHT 9—THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY CITY OF TUECVK TUKWILA MAR 11 2019 PERMIT CENTER 5" BEAM 1 O 4" BEAM © 0 I is + f I / CO I r 16 Al CO /, 0 200 VI- 111 III 11 CK DESIG A D.E GI EERI G 03 10 I j�c�Y� 412 WE R AY, SUITE #204, GLENDALE, CA. 91204 .. ..: ... ,• .. ... :. N .. C ' . d. ���w 4.. 1,• �� SCALE: NONE DRAWN BY: -4_S' l t ,r •i, DATE 3-1-19 PROJECT: I=W ^ .°" �' , t .A w S \/ 790 ANDOVER PARK EAST, TUKWILA, WA 98188 FRONT VIEW FRONT VIEW SIDE VIEW • STORAGE RACK DETAILS JOB NO. RD-19786 SHEET NO. EXPIRES 12-26-19