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HomeMy WebLinkAboutPermit D18-0220 - ABS CABINETS & GRANITE - STORAGE RACKSABS CABINETS AND GRANITE 1075 INDUSRTY DR D18-0220 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 2523049071 Permit Number: 1075 INDUSTRY DR Project Name: ABS CABINETS & GRANITE Issue Date: Permit Expires On: D18-0220 8/13/2018 2/9/2019 Owner: Name: Address: BKM TUKWILA 1701 QUAIL ST STE 100 , NEWPORT BEACH, WA, 92660 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7TH ST , RENTON, WA, 98057 Contractor: Name: NORTH WEST HANDLING SYS INC Address: 1100 SW 7TH ST , RENTON, WA, 98055 License No: NORTHWH2751F Lender: Name: ABS CABINETS & GRANITE Address: 1075 INDUSTRY DR , TUKWILA, WA, 98188 Phone: (206) 818-4488 Phone: (206) 255-0500 Expiration Date: 10/9/2019 DESCRIPTION OF WORK: INSTALL USED PALLET RACKING. SEE ATTACHED DRAWINGS, ENGINEERING, CALCULATIONS AND SIPPLEMENT FOR RACK CONSTRUCTION AND COMMODITY DETAILS. Project Valuation: $13,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $623.02 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: TUKWILA 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: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: 0030 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: Print Name: Date: %3l (er 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: 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 or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: 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. 12: 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) 9: 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) 10: 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) 11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label 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 be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 13: Maintain fire extinguisher coverage throughout. 16: 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) 15: 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) 17: 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) 18: 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) 19: 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) 20: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 4046 SI-EPDXY/EXP CONC Ohl 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 , ddv-O Project No. Date Application Accepted: --7 (q-{ Date Application Expires: t -(q (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: 075 ,Z'n t(4 soler y l L King Co Assessor's Tax No.: Suite Number: 'l r c( Floor: Tenant Name: % 6 S Ca 6 r te-- 4 7- New Tenant: ©' Yes ❑ ..No PROPERTY OWNER Name: I cot, 7-ukLlILA OWA/eR p004. ?- L. Address: a A4 f RSl1)6 01350 City: c o_ ( (46_0 State: L.. Zip: (0( 0. CONTACT PERSON — person receiving all project communication Name: i ,l r % J o rey►,5'o,, � Address: /foe) Sts✓' 7t* 5 r ^4i Address: 1 00 5-141 7 c .7__ City: Rew. Lrn State: Zip:m— Phone: / . 81, 1jLl8rj Fax:(/ . 69v6 6 . t91 Email: sorter, 5-0(1 L h ti/A S• Wien GENERAL CONTRACTOR INFORMATION Company Name,/or 1, Wits/ /v f �1fa11 J l�G�°'hS Address: /foe) Sts✓' 7t* 5 r ^4i City: I `P,vt / h State: 6,4_ Zip 9r/�1 7 O `°1,5 jl/ Phone: -?-5-5 . 09,t) Fax:y2's ; �$� �63Q Contr Reg Noi.fic j 641 a,-1 S J F Exp Date:0 /Q /` 9, Tukwila Business License No.: _69,30 ti 77< �^ H: \Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ' CHITECT OF RECORD Name: �' Co ' any Name: tt Address: iii a w .5_6441.,41 5_644 45/0_,Ae, /� 4 Architect e: r. a 5. w., / q»'/. Co✓vs City: Address: State: Zip: City: State: Zip: Phone:• E 1 : ENGINEER OF RECORD Name: Company Name:,+ 1�4(k De ao 63;, ir1 Co Engineer Name:V/+ nf,k 6/114,„( 6 N tt Address: iii a w .5_6441.,41 5_644 45/0_,Ae, /� 4 City: State: Zipp/aoy Phone: slg w p3gtoFaxv8„go A38,3g4.3Email: r. a 5. w., / q»'/. Co✓vs City: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 5-�-- ( f ��1 Address: /'1Ca City: n 1 State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ / 31 0 Existing Building Valuation: $ tUokh 1.^ Describe the scope Ill work (please provide detailed information): n s Jei I upcod fa f t r _ �-- �t Ac�(t d riG'ti r .tris, piJ� l r(e •-tet /04 (A G+S f 4.S. er1�1�1 ,v0' 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: Will there be a change in use? Compact: Handicap: ❑ Yes 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 Fie" -No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM • ❑ On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 ApplicationsTermit 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 I" Floor f'69 5 ri— 6 0 0 111 j c 2nd Floor 1 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? Compact: Handicap: ❑ Yes 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 Fie" -No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM • ❑ On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 A 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 AUTHORIZE NT: Signature: Date:7// 3 (� Print Name: frt / Day Telephone: p 6 ^ki c4 - 7cd Mailing Address: /100 Xlrtf 7 4±2 S T H:\Applications\rorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh C� (,d�- 98;(25-7 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $623.02 D18-0220 Address: 1075 INDUSTRY DR Apn: 2523049071 $623.02 Credit Card Fee $18.15 Credit Card Fee R000.369.908.00.00 0.00 $18.15 DEVELOPMENT $587.27 PERMIT FEE R000.322.100.00.00 0.00 $351.98 PLAN CHECK FEE R000.345.830.00.00 0.00 $228.79 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $17.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14992 R000.322.900.04.00 0.00 $17.60 $623.02 Date Paid: Thursday, July 19, 2018 Paid By: MICHAEL SORENSON Pay Method: CREDIT CARD 01793D Printed: Thursday, July 19, 2018 3:05 PM 1 of 1 SYSTEMS o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/19/2018 03:04:30 PM CREDIT CARD SALE VISA CARD NUMBER: **********0264 K TRAN AMOUNT: $623.02 APPROVAL CD: 01793D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 7/19/2018 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 b g-D22o Project: �� T e of insp�\ection: p Address: I07S Lelk2 — r, Date Called: n Special Instructions: U 3E Cvll(�C� / T nle:j Date Wanted: %O T'3 - a.m. p.m. Requester: Mr ite-- Phone No:I 0 1 _ , Li Approved per applicable codes.0p Corrections required prior to approval. COMMENTS: 1 X e4M SI v4) J Jo/ ¢-.r Dateti 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 P�r 5 ( Q' I // / E. Unow E lih _�,F•41 Ott -i speq/ion: "/��� Address: / O5—ZA/C1(4blie Date Called/d: Special Instructions: t� CkIL' f ' F D e Wanted: 9 `/3'20/ �a m' p.m. Reuester ' !Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: t (• rrj 1113 1 -in C4974--k-ador- CcA, 11r<Q anc� CceII€6P MS Inspector: 73 (-'tf.1,--' r2 % Date: ? _43 _ ZO/s REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit N - Q 22-c (1S-) / r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: 1 Hrs.: Fire Alarm: ti/ Type of Inspection: Address: Suite #: /('r ( 0 f U S l Contact Person: Special Instructions: o4 / Phone No.: �f< Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 1 Hrs.: Fire Alarm: ti/ rG%f- — 5 tel/v / - 5 4vv Monitor: Pre -Fire: Permits: -'"7(- F7 0 y& \ ffrF77 o4 (4' . 2.(rrS "JO Ti (- r G-vf2 ( (J? -rte.) F-13,(1_ /i) r_, l_ /ti g,4165 .1 Needs Shift Inspection: 7 Sprinklers: 1 Hrs.: Fire Alarm: ti/ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 5--/ Inspector: Date: /jf Hrs.: $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit' U/ -a 27 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type 'G 7� SC. of Inspection: t/t i'(4, -c' Address:_., 7Suite#: / S /,icL,,i1ytui A'. Contact Person: Special Instructions: /'' /4A4L_ S,.k,4 -01. Cr'4,-jy4 2' ( iL{-c✓ 3 ,O . , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `% (/7 k le r s / sir,/LL o 40 Pra /-: € v74-- C -c 1 v fro i. `SP'r aP/�. kf 4jetre , F7 1 4. .e_v'l.5 , : A -, 444 Svc 7-- S goof re/14 . d /4A4L_ S,.k,4 -01. Cr'4,-jy4 2' ( iL{-c✓ 3 ,O . , 4 /1 ha vtc)I sei / ✓i G {-e Gt,S,-ed A ( _ r //G �l • r Permits: ,- Pte 9i nv "i _ L . r _ ; r.e �)ro C�5) s r- ' 61-A 7L Q s�,�;� Sys ? N L � file_ 6vie 1/I Lt 1 F --.-r re' t'lell 44 Gl.4p/eV, o1 1/`I i4 ( i'k ✓-e-ct Q-✓ �f Needs Shift Inspection: echVis" Sprinklers: `% Fire Alarm: % Hood & Duct: C) Monitor: Pre -Fire: Permits: Occupancy Type: S - / Inspector: ,1 c4 Date: 91.fliK Hrs.: $100.00 REINSPECTION FEE REQUIRED. Youwill 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 3/14/14 T.F.D. Form F.P. 113 NORTHWEST HA NDLI NG SYSTEMS, I N C. The Material Handling Experts BILE 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEM SITE ADDRESS: 1075 Industry Drive TENANT NAME: ABS Cabinet Et Granite DATE: 07/13/2018 APPLICANT: Mike Sorenson / (206) 818-4488 IEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila 1. Load application and rack configuration drawings attached. 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: Wood cabinets. Knocked down, stored flat in cardboard boxes directly on pallet racks. Not encapsulated. 7. Sprinkler System Information: .39/5600 8. Ceiling clear height: 20'. Maximum product storage height: 18'. bWk o2,7.a RECEIVED CITY OF TUKWILA JUL 192018 PERMIT CENTER • BY G. OHANIAN RAdK DEOIdN & EN(INEERINd do. DATE .7-17-18 SUBJECT 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 E-MAIL: rackdesignl@gmail.com SHEET NO 1 JOB NO.. RD -19501 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ABS CABINETS & GRANITE 1075 INDUSTRY DRIVE TUKWILA, WA 98188 PER IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3 RMI/ANSI/MH 1 6.1 :2012 STORAGE RACKS CAPACITY: 2500 #/ LEVEL CALCS. 1 THRU 8 DRAWINGS: RD -19501 FILE EXPIRES 12-26-19 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila BUILDING DIVISION b9o.zo RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER }BY G. OHANIAN RACK DEfi1I(N & ENCINEERIN(t CO. DATE 7-17-18 SUBJECT 412 WEST BROADWAY, SUITE #204 DLENDALE, dA. 91204 E—MAIL: E—MAIL: rackdeglign1Ogmail.com SHEET NO. 2 JOB NO.. RD -19501 O co 106" 4 1/2" BEAM O 1 t • } TYPE "A" • CO N) 34" r r SIDE VIEW BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD (2.5Kx.88)+(1.2Kx.25) = 2.5= 1.3K 2 BEAMS x t=.07" 2 3/4"1 Ix=2.19 x Sx =.93 FY= 55 KSI. SEISMIC DESIGN __ S ps XI V Rx 1 .4 xW M= $2 =17"K S R= .50<.93 5xwL 4 0— =.30"< L =.59" 384.1x .E 180 IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 S Ds =0.96 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. RMI 2.6 AND 2.6.3 R=4 BRACED W=D.L.+ 3 PRODUCT LOAD LOAD PER COL. = 3x2.5 K —3.8 K 2 cot.. P=.2 DL+ (3.81<x0.75)=3.0K W=•2DL (3.8PLx0.67)= 2.7 K = .31 K LONGIT. V = .47K TRANS. LONGIT. SEISMIC .31 K 9.0 "K 4.5"K 7.5"K 9.0"K BY G. OHANIAN RAdK DEOIC N & EN(INEERIN( do. DATE . 7-17-18 412 WE T BROADWAY, OUITE #204 SUBJECT LEND, dA. 91204 E—MAIL:EL:(818)240-3810 AILrackdegignlOgmail.com SHEET NO. 3 JOB NO.. RD -19501 COLUMN DESIGN 3" —x t=.09" COMBINED STRESS RATIO Pex= (KL.I? = 67.0 ax=1_ x =.92 Pex FY =55 KSI Ae=.78 Ix=1.19 Se=.8 rx=1.2 r=1.1 f2c=1.8 Ob=1 .67 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR — .16 K KL=60x1.2 =60 rx 1.2 KL = 36 ry 1.1 = 33 Mn=Se .Fy= 44 Oc.P+Qb.Cmx.M =.48<1 Pn Mn.ax (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = 2.9Kx4"= 11.6"K 2 PIN CONN. CONN. MEND=.01xw12= 1.3 K M = 8.2"k M =9.5"K SEISMIC TOTAL Fe=( KLj2=85 rx 2 F =F y(.658 c )=42 KSI Pn= Fn .Ae = 33.0 K 3.0K 9.0"j A c = V'Fy /Fe = 0.80 �c<1.5 • BY G. OHANIAN RAdK DEIN & EN(INEERIN( do. DATE .7-17-18 SUBJECT. 412 WET BROADWAY, QUITE #204 LENDALE, CA. 91204 ;`•.. TEL:(818)240-3810 E—MAIL: rackdepligni@gmail.com SHEET NO. 4 JOB NO. RD -19501 OVERTURNING MOT =.47 Kx2 x198"x0.66 = 122 ..K COL. 3.0 K 3 OK MR = 3.OKx34"= 102"K .47KK UPLIFT _ 122-102 =.56 K 34" LOAD TO DIAGONAL P=.47Kx2 x42 =1.2K COL. 34 FY =555 KSI Ae=.26 rX =.48 L= 42" Pa= 4.1 K CHECK WELDS Pn = L.t.F„ = .06x 1.5"x65 = 5.9 K 0= 2.35 Pn = 5.9 K= 2.5x2 =5.0 K 0 2.35 SIDES CHECK SLAB 3000 1000 = 3.0°' 3.0x144=432 ° J 432=21" M= (;'2)2 x1000x -1- x12=2344 # S= 1\2x62/= 72 6 2344 = 33 <1.6 2500 =80 72 lI X I I X I V "J .47K .47K 34" -03 rn 0 03 TOP LEVEL 100% LOADING W= O.2DL+1.3L1= 1.5K LOAD PER COL. V= .25 K MOT =.25 Kx2 x180" = 90"K COL. MR = 1.5 Kx34" = 50"K UPLIFT = 9 3 50 =1.19 K BOTH SIDES TYP>1/8V, 5 X-771 X t=.06" 0 3000# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN RAdK DEOI(N & EN(INEERINCi dO. DATE .7-17-18 SUBJECT 412 WEST BROADWAY, BUITE #204 OLENDALE, dA. 91204 �4•., TEL:(818)240-3810 E—tAIL: rackdeHigniOgmail.com SHEET NO. 5 JOB NO.. RD -19501 48" 90" 4 1/8" 1 3 1/2" BEAM 1 ■ BEAM I I 1 BEAM DESIGN t=.07" 2 3/4" TYPE "B" Ix =1.31 x Sx =.67 Fy = 55 KS'. 36" ti 4 SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (2.5Kx.88)+(1.2Kx.25) = 2.5= 1.3K 2 BEAMS M= 82 =14"K SR= .43<.67 a A L 384.1 E "< 180 =.50" x LOAD PER COL. — 3x2.5 K —3.8 K 2 COL. P=.2 DL+ (3.8Kx0.75)=3.0K W=•20L+ (3.8Kx0.67)= 2.7 K PL L= '31 K ONGIT. V = .47K TRANS. COLUMN DESIGN 1 5/8" M FY=55 KsI Ae=.43 Ix=.54 Se=.4 rx=1.1 ry=0.6 COMBINED STRESS RATIO Pex (KL)Z = 47.0 ax=1_ OcP = 89 Pex Qc=1.8 Qb=1.67 Cmx=.85 KL=48x1.2 =51 rx 1.1 KL_ 36 ry — 0.6 -58 Mn =Se .Fy = 20 Qc.P + Qb.Cmx.M = .88<1 Pn Mn.ax .31K 7.2 K 2 Fe=(KK` =88 ry 2 Fn=Fy(.658 "c )=42 KSI Pn=Fn.Ae = 18.0K 3 6"K 6 0"K 72K =-\/Fy/Fe = 0.79 Ac<1.5 BY G. OHANIAN DATE .7-17-18 SUBJECT RACK DEOI(N & EN(INEERIN(4 CD. 412 WEOT BROADWAY, SUITE #204 dLENDALE, dA. 91204 �4... TEL:(818)240-3810 E—MAIL: rackdeglignl®gmail.com SHEET NO. 6 JOB NO.. RD -19501 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .16 K (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. HILTI KWIK BOLT—TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1 x65=2.3 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.3 Kx4")+(1.1 Kx2") = 1 1 .4 "K 3 PIN CONN. CONN. MEND= .O1XWI2= 1.1 "K M = 6.6"K M =7.7"K SEISMIC TOTAL OVERTURNING MpT=.47Kx2 x162"x0.66 =99"K COL. MR = 3.OKx36"= 108"K .47K NO UPLIFT 30K 30K I x I � `j 0 M a. / .47K 36" 7.2 6.0 " o 7.2 " TOP LEVEL 100% LOADING W= 0.2DL+1.3LL=1.5K LOAD PER COL. V= .25 K =.25 Kx2 x1 44" = 72"K MOT COL. MR = 1.5Kx36"=52"K UPLIFT = 72-52 .54 K BY G. OHANIAN RACK DEOIGN & EN(INEERIN( CO. DATE .7-17-18 SUBJECT 412 WEBT BROADWAY, OUITE #204 dLENDALE, dA. 91204 �4.�TEL:(818)240-3810 E—MAIL: rackdegligniOgmail.com SHEET NO. 7 JOB NO.. RD -19501 90" 3 1/2" BEAM r CO' 32" TYPE "C" SIDE VIEW LOAD PER COL. = 2x2.5 K —2.5 K 2 COL. P=.2DL+ (2.5Kx0.75)=2.1 K W=.2DL (2.5PLx0.67)= 1.9 K = '21 K LONGIT. V = .32K TRANS. COLUMN DESIGN 3" I\I M - — x t=.09" COMBINED STRESS RATIO Pex= T .I =33.0 ax=1- Clcx = .89 Pe Fy=55 KSI Ae=.78 Ix=1.19 Se=.8 rx=1.2 r=1.1 Qc=1.8 Qb=1.67 Cmx=.85 o t0 o t0 14K 4.2"K 07K 4.2K= 12.2K KL=60x1.7 =83 rx 1.2 KL _ 36 33 ry 1.1 - Mn =Se .Fy= 44 f2c.P+ Qb.Cmx.M = .59<1 Pn Mn.ax 21K 0 2 Fe=( KL)2=42 rx 2 F n=F y(.658 )=32 KSI Pn= Fn .Ae = 25.0 K =N/Fy/Fe = 1.14 Xc<1.5 BY G. OHANIAN RAGiK DEOI(N & EN(INEERINc do. DATE .7-17-18 SUBJECT 412 WET BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 E—MALL: rackdeSignl@gmail.com SHEET NO. 8 JOB NO.. RD -19501 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .21 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 .5x.09x1 x65=2.9 K BEARING CAPACITY OF COL. HOLE 7/16"0 RIVET A=.1 Fy=79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN. CONN. MEND= .01XW12= 1.1 "K M = 8.2"K M = 9.3"K SEISMIC TOTAL OVERTURNING MOT =.32 Kx2 x 138"x0.66 — 59 "K COL. MR = 2.1 Kx32"= 66"K NO UPLIFT .32K 21K 2.1K F\ 71 I X .32K 32" 0 0 a 0 0 N 2.1 K 8.2'K TOP LEVEL 100% LOADING W= 0.20L+1.3LL=1.5K LOAD PER COL. V= .25 K =.25 Kx2 x120" = 60"K MOT COL. MR = 1.5Kx32"=47"K UPLIFT = 60-47 =.42K 32" Field Report Report #: 76344 AaA R. iesfing Laboratory inc. 7 1ibtht Ave.t :l:., Part d'}, tuite C p1, l dmon Phon=42. 0 1.5012 Fax 425 81,5441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055-2939 Contact: Brandy Alexander Project Number: 18-648 Permit #: D18 0220 Project Name: ABS Cabinets & Granite Address: 1075 Industry Drive Inspection Performed: Proprietary Anchors Date: 9/12/2018 Time: Temperature: Anchor bolts for pallet racks as marked on drawing D1. Verified installation of Hilti KBTZ anchors 1/2" x 4 1/2" with 3 1/4" embed, torqued to 40 ft./lbs. All installed per ESR 1917 and per plan. RECEIVED CITY OF TUKWILA SEP 18 2018 PERMIT CENTER Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini 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 ;EMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0220 DATE: 07/19/18 PROJECT NAME: ABS CABINETS & GRANITE SITE ADDRESS: 1075 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS' wilding . ivisionkik 10c 8-z-io Fire Prevention 1111 Planning Division Public Works ❑ Structural ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) 44.111.1111111.1111111111 DUE DATE: 08/21/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS 1 dome Espanol Contact Safety & Health Claims & Insurance CoWashington State' Department of Labor & Industries A -Z Index Help My L&1 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 License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2019 Bond Travelers Cas & Surety Co Bond account no. 815103354822BCM Active. Meets current requirements. $12,000.00 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. Y6302C242044PHX17 Received by L&I Effective date 09/27/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 8/10/2018 NORTH WEST HANDLING SYS FO5 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of k% Labor & Industries 0 Search L&I A_Z index Help Page 1 of 2 My L&1 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 License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973— 10/09/2019 Bond ._............ Travelers Cas & Surety Co Bond account no. 81 SI03354822BCM Active. Meets current requirements. $12,000.00 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. Y6302C242044PHX17 Received by L&I Effective date 09/27/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 8/13/2018 DN WOO 1075 IN DN a �1 .:I F Hit c� 0 X 0 r7 0 rn X 0 r') 0 rn x 0 r7 51=6" [66„] 0 0) X 0 0 0) x 0 rso 0 0) X 0 LI,6'-1 3/4" [73.75"] 0 x 0 r0 0 rn x 0 ro 0 rn X co 0 0) x 0 rn X 0 rr) 0 X 0 ro 0 X 0 ro e rn X 0 rr) 0 X 0 ro 0 rn x 0 V) 0 rn x 0 rr) 0 x 0 rn 0 rn x 5'-6" 0 [66"] o_ X r0 0 0 r X ro 0 0 X 0 0 ro CD 0 rn x 0 0 o_ X 0 0 x ro 0 o_ X ro 0 0 X 1'-2" III 1'-2" 1" [ 141 ] 6'-5 7/8' [ 14"] 1 [77:88''] 32X90 32X90 32X90 0 0 X V) CO 0 0 X •4 - co co o_ X 0 0 X 5'-5" [65"] 0 O X 0 0 r X 5'- 1/4" [6 .25"] 0 0 X 0 x ro 0 0 X rr) V. 5'-6" [66„] 0 X ro 0- _o X ro 0 0 X Po 0 o_ X rr) 0 O X 0 rn X N 0 X N ro 0 rn X N rn V) 10'-4 7/8" [124.88"] CO X co N1 O rn x 0 0 rn X 0 V) 0 0) x 5'-8" 0 /- [681 1'-2" j� 1'_2" 1'-2" I� [14"] [64"] [14"] [14 ] DN 0 O) x 0 5'-7" [67"] jr 1'-2" [14"] 00 X N 0 rn x N rr) 0 rn X N ro 0 O) x N CO X N 0 0) x N r7 0 rn X N ro 0 0) x N r) 0 c) X N rr--) O 0) X N ro 0 rn X N r) 5'-7" [67"] 1'-2" [14"] PLAN VIEW SCALE: 1/8" = 1'-0" 0 0) x N ro 2,000 LBS CAPACITY 2,000 LBS CAPACITY 7'-6" [90"] 32" DEEP 1,000 LBS CAPACITY 5' [60"] 10' [ 120"] k L 2,000 LBS CAPACITY L. 2,000 LBS CAPACITY 48 "&90" 36" DEEP 12' [ 144"] 8' [96"] 4' [48"] k 1.000 LBS CAPACITY L 2,000 LBS CAPACITY [ 2,000 LBS CAPACITY k 8'-10" [ 106"] 34" DEEP 15' [ 180"] 10' [ 120"] 5' [60"] k ELEVATIONS KEY: -LOCATION OF 4'X8' SMOKE & HEAT VENT -LOCATION OF BATTERY. BACKUP BUG EYE EXIT LIGHTS -LOCATION OF BATTERY BACK UP BALLASTE EQUIPPED OVERHEAD LIGHT =- -EMERGENCY EGRESS PATHWAY TO PROVIDE MINIMUM 1 FOOT CANDLE POWER AT WALKING SURFACE IN RACKED AREA PROJECT NAME: ABS CABINETS AND GRANITE PROJECT ADDRESS: 1075 INDUSTRY DRIVE ALTERATION AREA: 6,000 +/- SQFT EXISTING TENANT SPACE: 10,500 +/ ; SQFT PROJECT DESCRIPTION: TO INSTALL 103 BAYS OF EXISTING RACK COMMODITY CLASS: I-IV NON ENCAPSULATED FILE COPY ENCAPSULATED LOADS: NO Permit No. 1) I S- 0 2l() PALLET TYPE: WOOD SOLID DECKING: NO CONSTRUCTION TYPE: III -B OCCUPANCY: 51 BUILDING CEILING HEIGHT: 20' MAXIMUM PRODUCT STORAGE HEIGHT 18' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: (/) SPRINKLER SYSTEM: .39/5600 City of Tukwila BUILDING DIVISION EMERGENCY EGRESS LIGHTING TO PROVIDE MINIMUM 1' CANDLE POWER AT WALKING SURFACE IN RACKED AREA SEPARATE PERMIT REQUIRED FOR: E1iMechanical atlectrical CII Dlumbing las Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 09 201881� • Ci of Tukwila DIVISION REVISIONS No changes shall be made to the scope - of work without prior approval of Tulcwila Building Division t TE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER blB 0220 V^ BOTH SIDES TYP. 11/" 2 1 COLUMN AT TYPE "A" t=.06" SEC. A -A A Co ti COLUMN AT TYPE "B" (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) SEC. B -B BASE PLATE DETAIL (TYPES "A" & BASE PLATE DETAIL (TYPE "C' 2 BRACING DETAIL 1/41'0 SAFETY LOCK (1000 # CAPACITY) 1/4"0 SAFETY LOCK (1000 # CAPACITY) 7/16"0 RIVET ASTM A576 -90B HOT -WROUGHT UNS G10100 GRADE C-1010 7/16"0 RIVET ASTM A576 -90B HOT -WROUGHT UNS G10100 GRADE C-1010 2 PIN CONNECTION 20 CO • • R 0 Co R 0 CD 106" 4 1/2" BEAM I It iI J1 9 A' 3 PIN CONNECTION 48" GENERAL CONFIGURATION f O N 90" 3 1/2" BEAM 4 1/8" BEAM 11 3 1/2" BEAM • 80 c0 ff Co Nr '�-- C 00 t oo d" F a (0 I unmoor (, it j( 4 �-- r 1 It $ f O N 90" 2 M IIOTESS 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 #01464 (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: 2500 #/ 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 (2500 #/ LEVEL) 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 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE: CA. 91204 SCALE: NONE DRAWNBY:. !ti• EXPIRES 12-26-19 ABS CABINETS & GRANITE 1075 INDUSTRY DRIVE, TUKWILA, WA 98188 TORAGE RACK DETAILS JOB NO. RD -19501 SHEET NO. 3 1/2" BEAM • 80 c0 I I— F a (0 I unmoor 2 M IIOTESS 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 #01464 (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: 2500 #/ 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 (2500 #/ LEVEL) 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 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 19 2018 PERMIT CENTER AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE: CA. 91204 SCALE: NONE DRAWNBY:. !ti• EXPIRES 12-26-19 ABS CABINETS & GRANITE 1075 INDUSTRY DRIVE, TUKWILA, WA 98188 TORAGE RACK DETAILS JOB NO. RD -19501 SHEET NO.