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HomeMy WebLinkAboutPermit D13-0382 - OTIS ELEVATOR - TENANT IMPROVEMENTOTIS ELEVATOR 3315 S 116 ST D13-0382 Parcel No: Address: • 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 0923049068 Permit Number: 3315 S 116 ST 149 Issue Date: Permit Expires On: Project Name: OTIS ELEVATOR D13-0382 1/7/2014 7/6/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 MIKE SORENSON 1100 SW 7 ST , RENTON, WA, 98057 NORTH WEST HANDLING SYSTEMS IN 1100 S.W. 7TH STEET, RENTON, WA, 98055 NORTHWH275JF N/A ( $5,000 Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2015 DESCRIPTION OF WORK: INSTALL EXISTING PALLET RACKING. SEE ATTACHED DRAWINGS, ENGINEERING AND SUPPLEMENT FOR LOCATIONS, SPECIFICATIONS, PRODUCT DESCRIIPTIONS ETC. Project Valuation: $1,500.00 Fees Collected: $182.70 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 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: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No c n Permit Center Authorized Signature: Date: )---7-1 LI 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. Date: / — —( 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. . • 8: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 9: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 10: Maintain fire extinguisher coverage throughout. 11: 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 #2328) (IFC 104.2) 12: 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 #2328) 13: 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) 14: 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) 15: 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 315.2.1) 16: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 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. kr-S"'" 0 33 Project No. Date Application Accepted: lx -)...0-1 3 Date Application Expires: `1 —1-0'11 (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 /I King Co Assessor's Tax No.: 33/5" Site Address: 'S, �� G T Suite Number: f'1 q Floor: / Tenant Name: 0 * 1.S el v r ( C3rRrift y New Tenant: Er— Yes ❑ ..No PROPERTY OWNER Name: % - 5" (€ cibn Address: itoo S w 7 r y, Name: /' n / Phone:246 $i g_ Ligg g Fax:/05.0w...0 4/6 Email: 5ol'e►)Son e hW HS• COM Address: 1 7?to Ga1 e,,,,. N‘ / s1 ?►O City:.K kG w, �4 State: �J ,4 Zip:9g,6� CONTACT PERSON — person receiving all project communication Name: % - 5" (€ cibn Address: itoo S w 7 r y, City: f? tin State: I/, Zip:120. JJ \\ v� l Phone:246 $i g_ Ligg g Fax:/05.0w...0 4/6 Email: 5ol'e►)Son e hW HS• COM GENERAL CONTRACTOR INFORMATION /� Company Name J0 V1 t _ 1 1 s f f Address: "06 514/ 7 -as, J ST/. State: (4/4 Zipgg,05- 7 City: Redoz,eN Phone: i /a.�, � osze . Fax:y35.doP l? /� (4 Contr Reg No.:Hor tot � F Exp Dat :0 /a /8./, /5-- c5"Tukwila TukwilaBusiness License No.:FUS-091301-17 (1S_o9 130y7 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh • RCHITECT OF RECORD Company Name: j a \. / (1,,,,,,,,- ca l�Ow�m .r Engineer Name: 64c...4 07 Com.. Name: State.A Zipp/cPeiY City:/' � � Phone:gg8,.xe, ..3g(0 Fa' ($. D• -3g13 Architect Nam-. Address: City: St. -• Zip: Phone: Fax: il: ENGINEER OF RECORD Company Name: j a \. / (1,,,,,,,,- ca l�Ow�m .r Engineer Name: 64c...4 07 Address: 7 �dZ �� Br _ �+�a7 C04€ c) 1 ! State.A Zipp/cPeiY City:/' � � Phone:gg8,.xe, ..3g(0 Fa' ($. D• -3g13 Email: — LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1500 Describe the scope of work (please provide detailed information): S f 1( 1a s's irnr ©u /(eF r d.cki y, , f 62e ..Cee Existing Building Valuation: $ 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 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: Compact: Handicap: Will there be a change in use? ❑ Yes 2 -No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 1I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New : Type of Construction per IBC Type of Occupancy per IBC In Floor 6 5' 0O0 /(90C 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck V 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: Compact: Handicap: Will there be a change in use? ❑ Yes 2 -No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 1I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx 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 AU I AGENT: Signature: Print Name: , kR- 'e—vl Mailing Address: ( O 0 W 7 S1 - H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Date: / ?-// D// Day Telephone: 26R/ ' i4 g C (/'/I- 92057 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $182.70 D13-0382 Address: 3315 S 116 ST 149 Apn: 0923049068 $182.70 DEVELOPMENT $182.70 PERMIT FEE R000.322.100.00.00 $108.00 PLAN CHECK FEE R000.345.830.00.00 $70.20 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R472 B640.237.114 $4.50 $182.70 Date Paid: Friday, December 20, 2013 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 051917 Printed: Friday, December 20, 2013 2:14 PM 1 of 1 CRWSYSTEMS INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line. (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT -03F IVISION (206) 431-367&� Project:_ DI1S Type of Inspection: l'-lNJii. (_. Address: � 3 + -5 5 i IC, Q57 -- Date Called: Special Instructions: C'n (( V"7 (� { #e l • Date Wanted: a.m. .44:4, — !Q! ) t( p.m. Requester: _ j/lo/jl t k e Phone^40 0 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1:3-3�3Z. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C_) --fl S eLe' ► -- -og. Type of Inspection: V----Idc-7-1;,, L. 2) V51 Address: 3315 Suite #: S , It �- s•, S -,,-k, \ Contact Person: () 1 th -its Special Instructions: p Phone No.: + Z 0 (7 8 t 8 -'VZ 843 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �e'S Sprinklers: 2) V51 Fire Alarm: Hood & Duct: th -its p / , v H,L .-• Occupancy Type: _5Z.,. Ccc-4cV—t,r A8_c\. vDe>oc \ec.lCLz I / Si Sr s 1 t ,, Needs Shift -Inspection: �e'S Sprinklers: 2) V51 Fire Alarm: Hood & Duct: Monitor:Pre-Fire: p Permits: Occupancy Type: _5Z.,. Inspector`, Date: kk 1 ck Ur Hrs.: 2) V51 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 -4 S-i'reproofing Aggregates Shotcrete. Concrete Masonry Asphalt Roof.in.g Piling Steel Soils Wood January 28, 2014 File No. 14-113 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit: Otis Elevator Company 3315 S. 116th St. Suite 149 D13 0382 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INCPECTION AI ID 4I.TERIAL TESTII ID. NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are, completed on the above referenced project. The following inspection was required and a copy of our inspection report is attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. x(pja Kimberle Anderson President CC: NorthWest Handling Systems, Inc. -Tony Johnson Tel: (425) 881-5812 Fax (425) 881-5441 0 7126 180th Ave. NE o P.O. Box 2523 o Redmond, WA 98073 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Tony Johnson Field Report Report #: 059411 Project Number: 14-113 Permit #: D13 0382 Project Name: Otis Elevator Company Address: 3315 S. 116th St. Suite 149 Inspection Performed: Proprietary Anchors Date: 1/9/2014 Time: Temperature: Anchor bolts for pallet racks. Verified installation of Hilti KBTZ anchors, 1/2 x 4 1/2" with 3 1/4" embed, torqued to 40 ft. lbs. All placed per plan. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner [� Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell 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 COPY NORTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTENTION FIRE AND BUILDING DEPARTMENTS RACK INFORMATION SUPPLEMENT SITE ADDRESS: 3315 116th St. Ste 149 TENANT NAME: Otis Elevator Company DATE: December 13, 2013 APPLICANT: Mike Sorenson / (206) 818-4488 1. Load application and rack configuration drawings attached. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2013 City ofTukwila BUILDING DIVISION 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building/site plan. 3. Stamped engineering calculations attached. 4. 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. 5. Commodities stored: Non hazardous, non combustible, non encapsulated. Records archive storage. Tools (power ft hand), tool boxes, elevator components. Wires, hoses, steel and plastic component parts. Stored on wood pallets directly on racks. 6. Sprinkler System Information: .39/5600 7. Smoke and heat vents: In place. 8. Building egress and exits indicated on attached drawings. bro3sz RECEIVED CITY OF TUKWILA DEC 202013 PERMIT CENTER BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK & EN(INEERIN( do. 412 WEOT BROADWAY, QUITE #204 (LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 1 JOB NO.. RD -17110 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: OTIS ELEVATOR COMPANY 3315 SOUTH 216th STREET TUKWILA, WA 98168 PER IBC 2012 EDITION SECTION 2209 STORAGE RACKS CAPACITY: 1500 # / LEVEL AT TYPE "A" 1000 # / LEVEL AT TYPE "8" 300 # / ARM AT CANTILEVER RACK CALCS. 1 THRU 8 DRAWINGS: RD -17110 FILE COPY Permit No. EXPIRES 12-26-15 pl3-G382 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 2 0 2013 PERMIT CENTER BY G. OHANIAN DATE. 12-13-13 SUBJECT RACK DEOIdN & EN(INEERINCi CO. 412 WEOT BROADWAY, BUTTE #204 0LENDALE, CIA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -17110 (N BEAM in tO 120" & 99" r I 4 4 . 4 SEISMIC DESIGN Spsxl V—_ Rx1.4 )(w TYPE "A" Ix=1.31 Sx =.67 Fy = 55 KSI. 144 SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (1.5 Kx.88)+(0.8 Kx.25) = 1.5= 0.8 K 2 BEAMS M=$z =11"K S R= .34<.67 4 A 384.1 L = .44" < 180 = .67" x E IBC 2012 (SEC. 2209), RMI SPECS. ASCE 7-10 SDs =0.93 (USGS WEB SITE, "SITE CLASS 0") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 2x1.5 K =1.5 K 2 coy. P=.2 DL+ (1.5Kx0.75)=1.3K W =.2oL+ (1.5PLx0.67)= 1.2 K LONGIT. • 13 K K = '20 TRANS. LONGIT. SEISMIC . 3K 0 2.2-K 8.0-K BY G. OHANIAN RACK DESIGN & ENdINEERINC4 CO. DATE. 12-13-13 SUBJECT. 412 WET BROADWAY, OUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 3 JOB NO.. RD -17110 COLUMN ANALYSIS Fy=55 KSI Ae=.54 Ix=.67 Se=.4 rx=1.1 ry=0.6 KL _62x1.7 _95 rx 1.1 KL _ 42 ry—0.6-68 Mn=Se .Fy= 24 COMBINED STRESS RATIO Pex—" "'X-18.0 Oc-1.8 Qc.P+C2b.Cmx.M —.70<1 (KL) 2 — — Pn Mn.ax — f�oP — Qb=1.67 ax=1— Pex .86 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .13 K (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION Fe= (K�j2=32 rx F n=F y(.658 A c2 )=27 KSI Pn= Fri .Ae = 14.0 K 1.3K c = •./Fy /Fe = 1.31 Xc<1.5 3"x3"x1/8" BASE PLATE .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 2.2'K 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND— .01 xwl 2= 9"K M— 5.1"K M— 6.0"K SEISMIC TOTAL 5.1'K 8.0 'K 5.1'K 1,1 BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK DENI(N & ENOINEERINGt do. 412 WET BROADWAY, QUITE #204 LENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO. RD -17110 OVERTURNING MOT=.20Kx2 x135"x0.66 =36"K COL. MR = 1.3 Kx44"= 58 "K 20K NO UPLIFT LOAD TO DIAGONAL P = .20 Kx2 x 52 = .47 K COL. 44 FY =55 KSI Ae=.29 rx =.46 L= 52" Pa = 3.1 K CHECK WELDS Pn= (1 .01L)L.t.Fu = 5.36K 0= 2.55 --=2.1Kx2 =4.2K SIDES 1.3 K 1.3K I1/4—\ 71 I x `J N .20K 44" TOP LEVEL LOADING W= O.2DL+O.8LL=1.O K LOAD PER COL. V= .16 K MpT=.16Kx2 x114"=36"K COL. MR = 1.0 Kx44" = 42 "K NO UPLIFT BOTH SIDES TYP. 1.5" TYP 1/8 '1.5" BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK DEOI(N & ENOINEERINGI do. 412 WET BROADWAY, QUITE #204 LENDAI,.E, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 5 JOB NO.. RD -17110 0 N O tn r 120" & 99" r 1 v • t TYPE "B" LOAD PER COL — 4X 1.0 K =2.0 K 2 coL P= .2 pit (2.0K XO.75)=1.7 K W=.2DL+ (2.0PLx0.67)= 1.5 K L= K ONGIT. 17 V '26 TRANS. COLUMN ANALYSIS 1 5/8' • M x—l— —x t=.o9o' COMBINED STRESS Pex= ( 2 =27.0 ax=1 Pex = .89 Y= F 5555 KSI Ae=.54 I x=.67 Se=.4 rx=1.1 ry=0.6 RATIO Qc=1.8 Ob=1 .67 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .09 K 44" � C SIDE VIEW LONGIT. SEISMIC KL _50x1.7 _77 rx 1.1 KL _ 42 _ ry —68-0.6 Mn =Se .Fy= 24 Qc.P+ flb.Cmx.M =.43<1 Pn Mn.ax (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED .17K 2 Fe=(KL)2=50 rx 2 F n=F y(.658 c )=35 KSI Pn= F„ .Ae = 19.0 K 1.7 K 0 7•K 9'K 1.3`K 8.1 'K Xc='/Fy/Fe = 1.05 Xc<1.5 3"x3"x1/8" BASE PLATE • BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK DEOI N & EN(dINEERIN( d0. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 6 JOB NO.. RD -17110 MOMENT AT BEAM CONNECTION .5x.09x 1x65=2.9 K BEARING CAPACITY OF COL. HOLE 1.3 "K 4.7' 4.7 'K 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 .K 3 PIN CONN. CONN. MEND=.01XWI2= .6"K M— 4.7"K M— 5.3"K SEISMIC TOTAL ` 8.1 K TOP LEVEL LOADING OVERTURNING MOT =.26 Kx2 x135"x0.66 = 46 "K COL. MR = 1.7 Kx44" = 75 "K NO UPLIFT CHECK SLAB 1700 = 1.7 °' 1000 .26" 1.7x144=244 °" •/2471.=16" M= (12 )2x1000x 2 x12=666 "# 5= 12x62 = 72 6 666 = 9 <1.6 N/2500 =80 72 1 7K 1 7K r: 711 I x 1 V N .26K M N st 44" 44" o W= 0.2DL+0.5LL=0.7 K LOAD PER COL. V= .12 K MOT =.12Kx2 x114"= 27 "K COL. MR = 0.7 Kx44" = 31"K NO UPLIFT 1700 # 1 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK DEOI N & ENOINEERINct do. 412 WET BROADWAY, QUITE #204 LENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 7 JOB NO.. RD -17110 72" CANTILEVER RACK ARM t=.105" I x=.72 S x=.53 Fy =36 Ksi. ARM CONNECTION 1/2"0 PIN A = .19 Fv = 22Ksi Va = .19x22 = 4.2K 4.2Kx2 = 8.4K DOUBLE SHEAR Ma = 8.4Kx4" = 33"K>5.4"K CONN. SEISMIC DESIGN Sas V—_ xl Rx1.4 )(w IBC 2012 0 rn 0 rn y 36" SIDE VIEW 300 # / ARM M = .30Kx18"= 5.4"K 5_4"K S — R— 22 - .25 Sin =.93 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=4 W=D.L.+ PRODUCT LOAD BY G. OHANIAN DATE. 12-13-13 SUBJECT RAdK DEIN & EN(INEERINC do. 412 WET BROADWAY, SIUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO 8 JOB NO.. RD -17110 LOAD PER COL. = 4x.30K=1.2K P=.2DL+1.21(=1.4K V= .23 K Me= 1.4Kx(18"+3") = 28"K Ms=.23 Kx90"x.66 = 14"K COLUMN ANALYSIS 4' U .03 t=.188 U) 42 "K Fy=36Ksi A=2.16 Ix=7.4 Sx=2.9 rx=1.8 COMBINED STRESS RATIO Pex F2E.Ix = 66 (KL)2 ax=1 rIcP Pex _.96 OVERTURNING MOT = 14'K MR = 1.21(x20"= 24"K NO UPLIFT KL = 2x90 — 100 rx 1.8 Mn=Se.Fy= 104 Fe=(KL XL rx 2 Fn=Fy(.658 Ac )=21 KSI X, <1.5 Ac= F/Fe = 1.11 Po= Fn .Ae = 46 K fZc=1.8 f1c.P+Qb.Cmx.M P„ M =.66<1 ,,.ax Qb=1.67 Cmx=.85 (2)-1/2"0 ANCHOR PER BASE, 3 1/4" EMB. (ONE AT EACH END) HILT! KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED TRANSVERSE SEISMIC LENGTH r OF ROD COL P =.23x 2 x100"=1.6K 1 72 BRACES SPAN 1/2"0 RODS Ta = 3.2K TOP LEVEL LOADING (100% LOAD) W=.2 D.+.30L.L..50 K =.08Kx90"=7.2"K MOT MR =.50 Kx18"= 9.0"K V= .08 1( NO UPLIFT 5/16 u 11 41 MI/ ,tvik;111/ 11 11111\ 1/2"0 BOLTS TYP 6"x2 1/2"x1/4" PLATE BOTH ENDS 1/20 ROD 1 5/8" r T=0.07" Design Maps Summary Report Page 1 of 2 USGS Design Maps Summary Report User -Specified Input Report Title 3315 SOUTH 216th STREET, TUKWILA, WA 98168 Fri December 1.3, 2013 07:40:53 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.40818°N, 122.28645°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ( 5 000m oVashon s h o n• t a n d D ,ckion 0 33,1 mapquest USGS-Provided Output Ss = 1.391 g Si = 0.523 g Tukwila l; Seatac S„5 = 1.391 g SM, = 0.784 g 02013 0 MapQuest S°s = 0.927 g S°, = 0.523 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.40 1.26 1.12 0.95 lfi 0.34 LA 0.70 0.55 0.42 0.20 0.14 0.00 0.00 0.20 MCER Response Spectrum 0.40 0.60 0.00 1.00 1.20 1.40 1.00 1.00 Period, T (sec) 1 _ u -- - , I - - - 1 . - 1 1 1 2.00 1.10 1.00 0.00 0.30 0.70 In 0.00 f0 • 0.50 0.40 0.30 u. 2'. 0.10 n nn 0.00 Design Response Spectrum 0. 20 0.40 0.00 0.50 1.00 1.20 1.40 1.00 1.50 Period, T (sec) 2.00 • PLAN ' WROUTING SLIP PERMIT NUMBER: D13-0382 DATE: 12/20/13 PROJECT NAME: OTIS ELEVATOR SITE ADDRESS: 3315 S 116 ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: b� /QCs Building Division Public Works / W\ AMC) Fire Prevention 111 Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/24/13 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 01/21/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ . Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS Washington State Department of `,) Labor & Industries • Page 1 of 2 NORTH WEST HANDLING SYS INC Owner or tradesperson FRANCK, JAMES JEROME Principals FRANCK, JAMES JEROME CLARK KOSTY KEVIN THOMAS Doing business as NORTH WEST HANDLING SYS INC WA UBI No. 600 051 641 1100 SW 7TH ST RENTON, WA98055-2939 425-255-0500 KING, County Business type Corporation Governing persons CLARKRKOSTY 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 — 10/09/2015 Bond TRAVS Bond account no. 81 SI 03354822BCM Received by L&I 10/09/2001 Insurance Travelers Indemnity Co of Ame Policy no. 6302C242044TIA13 Received by L&I 10/03/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 10/01/2001 $1,000,000.00 Effective date 10/01/2013 Expiration date 10/01/2014 httos://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641&LIC=NORTHWH275JF&SAW= 01/07/2014 SEPARATE PERMIT REQUIRED FOR: Ertlechanical El°Electrical grAlumbing gedas Piping My of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. ROT: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. bmi. OZ212 Plan review approval is subject to errors and omissions. App!oval of construction documents does not authorize th 1,.3t1011 of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: City Of Titicwila BUILDING DIVISION SITE MAP 24'-6" 24'-6" 24' SHEET NUMBER 24'-6" 24'-6" M. Sales Field Supr Eng OPEN OPEN Sup BEN HERTFIER SCOTT ADAMS Field Supr Field Si) Srvc Sales pr jymm Acct MngrJOHN OBERTO KLEIN DAVE Srvc Sales JODI WISLOW I Acct Mngr SEPARD Fit d Supr • 36 — Open Office , 1 1 1I [ -1 - A_c __rrgri,YAN_ SrvcSales1°1BEKY Act:ngrMACCAMY i)EL§ales l L KALLMAN r ANDREWk'E -.L_ siERSrvcSalesB oS 7ctmE Sry Admin CONNIE R. Admir'i Reg Sales CONNIE Mgr ROLEY I OPEN Sup OPEN ifJ 00_ LATERALS TO BE LATERALS TO BE OFIFICE AREAANGHORED ANCHORED RELOCATED F OPEN SCREEN Acct Assoc TV 4 LATERALS TO BE ANCHORED Open Office 113 111;...../ OPEN DOUG JOHNSON „LARRY IWILIJAMS Office 112 —r Reg Office 111 !LATERALS TO BE [ANCHORED v -r-- T/D 110 Copy /MAIL SLOTS 109 LATERALS TO BE ANCHORED ET NTWK COPIER ' °— , Reg Office 108 LATERALS TO BE ANCHORED Intern HILLARY _ Ops Clerk ANDREEA DAVID Reg PAT Office MACDONALD 102 MAX PRINSEN JANE NGUWEY HR Mgr_ LIT RACK MTR MAIL MAGI - FAX RSM MATT STICKLER MOTORIZED SCREEN Training 115 4 >< 4 4 4 4 4 C v Break Room 117 - i , OPEN „ „ r Reg Sales—. r— Mgr - — Reg CSAA OPEN Reg Office 7 36 closet closet Plan Area Men's 107 74 File Room 114 4 OGLESBY 1D1 V I 1; FLAT SCREENTV „I 72W 30D C=I 72W 30D 72W X 30D -,8W X 30D D Con 116 FLAT SCR EN TA, RECYCLING REFRIG. BINWC I 72W X /AD 72W X 30D 72W X 30D OD V SC ORTABLE EYEWASI- CABINET 5' SI 'K COUN(ERS Women's —WELDING EXIjAUST HOOD @.48"(aFF-1 048"—AF 240V/20AMPH 220V p WEL) Tool/Parts Storage SC 11'-6" __LPROJECT _ _ STAGING REA 4/P 7 4 00 4/y"4.zi 1 Wrhs Mgr WILLIAM Whrs HERIAN Office 118 HANGING PLAN RACKS -- HEIDI CARPENTER Coord OPEN V V SC SC • "7 BRYAN III 1 SMITH OPEN Sprinkler Main h 9'-1" SECURED STOR HAZ MAT SECURED STOR 44X120 1 0) 0 0 0 O OIL STORAGE T:0 HVALL 20'--0" 44X120 44X120 44X120 44X120 44X991 44X99 ECEIVI\G J WEATHER SEAL DOCK HIT DOORS SERVICE STORAGE EXIST UNIT HTR WAREHOUSE MODERNIZATION STORAGE 44X99 0 0 0 NEW BOLLARDS PLAN VIEW SCALE: 1/8" = 1'-0" SHIPPING L J L DOCK HIGH DOORS Warehouse PROPANE FORKLIFT 119 LATERALS TO BE ANCHORED Common Area Electrical Room FLUORESCENT LIGHT FOR THIS AREA 10'AFF. NEW EQUIPMENT STORAGE ELEC FORKLIFT NEW RAILING EXIST UNIT HTR SECURITY SCREEN SHIPPING/ RECEIVING AREA REVIEWED FOR CODE COMPLIANCE , e APPROVED DEC 3 1 2013 1)L— City of Tukwila BUILDING DIVISION 40 RECEIVED CITY OF TUKWILA DEC 2 02013 PERMIT CENTER DRIVE -I\ DON DRAWING NUMBER 12) c‘w o 3 8, 2 MIIIIIMM/11M/IMIIIMMIMINM1M1 • C 0 N x 1 3/4" V) tat cc t=0.07" 2 3/4" va. rjf t=x.06" SEC. A—A 1/4"0 SAFETY LOCK (1000 # CAPACITY) TYP 1/8 t=.09" t=1/8" 0 (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) 7/16'10 RIVET ASTM A576 -90B HOT—WROUGHT UNS G10100 GRADE C-1010 0 t=3/16" 0 0 0 0 BRACING DETAIL 3 PIN CONNECTION GENERAL CONFIGURATION HORIZONTAL TAB COLUMN HORIZONTAL TAB 1/2"0 BOLTS 3 3/4" 3/16" END PLATE TY>3/ V 16 ARM T=0.07" REVIEWED FOR ,CODE COMPLIANCE APPROVED (2)—•1/2"0 ANCHOR BOLTS PER BASE 1 AT EACH END, 3 1/4" EMB„ (SEE NOTE NO. 4) 1/20 ROD DEC 312013 City of Tukwila BUILDING DIVISION 120" & 99" IMMIP NNW 44" r II 20 N co 0 i0 N 1 120" & 99" 5 "X" BRACING DETAIL OP C C r MEP 44" ARM DETAIL 72" NQTfS: 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012 EDITION, SECTION 2209 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 #00777 (E70XX ELECTRODES) 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6—STORAGE RACK CAPACITY 1500 #/ LEVEL AT TYPE "A" 1000 #1 LEVEL AT TYPE "B" 300 #/ ARM AT CANTILEVER RACK 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 (SEE NOTE NO 6) 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-0" 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 RECEIVED CITY OF TUKWILA b13,04. -DEC 2 0 2013 PERMIT CENTEIR 41, rn 0 rn 20 N RACK DESIGN AND ENGINEERING 412 WEST BROADWAY SUITE #204 GLENDALE CA. 91204 SCALE: NONE DRAWN BY: .4s: DATE: 12-13-13 PROJECT: 4,4s.0 9355E ti. SIDE VIEW CANTILEVER RACK SIDE VIEW EXPIRES 12-26-15 OTIS ELEVATOR CO. 3315 SOUTH 216th STREET, SUITE #149, TUKWILA, WA 98168 JOB NO. SHEET NO, STORAGE RACK DETAILS RD -17110