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HomeMy WebLinkAboutPermit D16-0062 - DELIVERY EXPRESS - STORAGE RACKSDELWERY EXPRESS 405 EVANS BLACK DR D16-0062 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 0223100036 Permit Number: 405 EVANS BLACK DR Project Name: DELIVERY EXPRESS Issue Date: Permit Expires On: D16-0062 4/1/2016 9/28/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BARR CORY 415 BAKER BLVD STE 200 ANDOVER MANAGEMENT CO, TUKWILA, WA, 98188 STEVE COGDILL 500 SW 16 ST, RENTON, WA, 98057 MR RACKS LLC 500 SW 16TH ST, RENTON, WA, 98055 MRRACRL924BN DELIVERY EXPRESS 405 EVANS BLACK DR, TUKWILA, WA, 98188 Phone: (206) 786-9676 Phone: (425) 207-0058 Expiration Date: DESCRIPTION OF WORK: INSTALL PALLET RACKING Project Valuation: $5,556.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $357.94 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 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 Permit Center Authorized Signature: L -�( Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. fr The granting of this permit)does not presume to give authority to violate or cancel the provisions of any other state or local laws regu, t ng construction or the performance of work. I am authorized to sign and obtain this development ermit -.nd agree to the conditii attached to this permit. Signature: Print Name: 9r 1 -E - Date: 4/-7—:-/‘ 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: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 4: Maintain fire extinguisher coverage throughout. 7: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 6: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: 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) 9: 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) 10: 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) 11: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 14: ***BUILDING PERMIT CONDITIONS*** 15: 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. 16: 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. 17: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 18: 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. 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 20: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 22: 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. 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. t 1( & o w., Project No. Date Application Accepted: 3-9-1 Date Application Expires: �e;i—{j (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 King Co Assessor's Tax No.: Site Address: 405 Evans Black Drive Tukwila WA 98188 Suite Number: Floor: Tenant Name: Delivery Express PROPERTY OWNER Name: Steve Cogdill Address: same as contractor Name: Phone: (206) 786-9676 Fax: Email: stevec@mrracks.com Address: City: Kent State: WA City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Steve Cogdill Address: same as contractor City: State: Zip: Phone: (206) 786-9676 Fax: Email: stevec@mrracks.com GENERAL CONTRACTOR INFORMATION Company Name: Mr Racks LLC Address: 500 SW 16th St City: Renton State: Wa Zip: 98057 Phone: (425) 207-0058 Fax: (425) 207-5016 Contr Reg No.: MRRACRL924BN Exp Date: 1, 0, rr 9, Tukwila Business License No.: H:\Applications\Forms-Applicalions On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Name: e1ive21 E %<(,'e$S Company Name: Company Name: Engineer Name: Basil Kattula Architect Name: City: Kent State: WA Address: Phone: (206) 851-7303 Fax: (253) 631-7070 City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: e1ive21 E %<(,'e$S Company Name: City•,, u4)fL4, State: / Zip:9,Fo Engineer Name: Basil Kattula Address: 21122 126th Ave SE City: Kent State: WA Zip: 98031 Phone: (206) 851-7303 Fax: (253) 631-7070 Email: bkattula@hotmail.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: e1ive21 E %<(,'e$S Address: 905 Ev /us?//44., 4'44 City•,, u4)fL4, State: / Zip:9,Fo Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 c/ Valuation of Project (contractor's bid price): $ �. 556 -63 Describe the scope of work (please provide detailed information): .1 tis/7/4 //%7L ,le,4; t9. Will there be new rack storage? m Yes Existing Building Valuation: $ .. 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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm El None 0 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O 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\Forts-Applications On Line\2011 Applications\Permit Application Revised - 8.9.11.doco 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 1st Floor 2"d Floor 3`d 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm El None 0 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O 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\Forts-Applications On Line\2011 Applications\Permit Application Revised - 8.9.11.doco 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 :Y THE LAWS OF TH TE OF WASGTON, AND IAM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ti R AUT Co 411/ Signature: Print Name: Steve Cogdill Day Telephone: (206) 206-7869 Date: 03/08/2016 Mailing Address: 500 SW 16th St Renton WA 98057 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY I PAID $357.94 PermitTRAK D16-0062 Address: 405 EVANS BLACK DR Apn: 0223100036 $357.94 DEVELOPMENT $347.54 PERMIT FEE R000.322.100.00.00 0.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $10.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7862 R000.322.900.04.00 0.00 $10.40 $357.94 Date Paid: Wednesday, March 09, 2016 Paid By: MR RACKS Pay Method: CHECK 5713 Printed: Wednesday, March 09, 2016 9:49 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project; c we Es res . s Type of nspe lop: & 1 ( f Address: c s a 14 I iccr- Pk Date C' ed: Special Instructions:,�,�A , I f\ucP Ifo Dat Wanted: ---f cf-- f a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: (/- voo / Cr/ 0-ev- Inspector: Datez7/—/z/--46 ///6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit P/6—L PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Projec :i tie-fy r_xpre4s- Type f 1n pection:, r -t p(q- i t 7Tc?( kdl 0 Address: 1-( P�4cit5 gra ck__ pr. / Date Call - 4' 1 / 1 bv 4, F -s cv' 2 Fr 1 S Special Instructions: /� Date Wanted: —% �,� a.m. p.m. Requester: Phone No: EAApproved per applicable codes. Corrections required prior to approval. COMMENTS: r t 7Tc?( kdl 0 1/( cam'� ev _ _ r R e- - 4' 1 / 1 bv 4, F -s cv' 2 Fr 1 S C/ Gr fi vd Vq/ , 1 , Nit 11,10cx fhfl (crft('(-& r r c CA / Inspector: Date:. 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 )/6 .,)e26 ttiz PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (e l , wi,--1 f ry Type of Inspection: c Address:i Suite #: 1©� CUA '^ ( k Contact Person: Special Instructions: Occupancy Type: Phone No.: IPApproved per applicable codes. Corrections required prior to approval. COMMENTS: /, 140 e-2. ` 1� . v 4) - o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: If 4 w Date: (di th ,6 Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Field Report Report #: 63158 A A R Testing Laboratory, irtc. 7126 180M Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phon - 425.881.581 Pax 425.88 5441 Client: Mr. Racks 500 S.W. 16th St. Renton, WA 98057 Contact: Carey Ferguson Project Number: 16-288 Permit #: D16 0062 Project Name: Delivery Express Address: 405 Evans Black Drive Inspection Performed: Proprietary Anchors Date: 4/11/2016 Time: Temperature: Anchor bolts for pallet racks. Verified installation of Simpson Strongbolt 2, anchors 1/2" x 4 3/4" with 3 1/4" embedment, torqued to 60 ft./lbs. All placed per plan. RECEIVED CITY OF TUKWILA MAY 032016 PERMIT CENTER Distribution: Distribute Client P1 Distribute Contractor Distribute Engineer El Distribute Owner y_ Distribute Municipality Distribute Other Distribute Architect' _J Distribute Other Inspector: Trow, Michael Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. 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'3.24t" CkLiel x s '19 irsit = VIA) k . 4 ,iz. 1 - } 4441714LT ✓ ric,0 3O kooi } .Gart -FL. 3.44 icitit LA s S.3 ©k" a,eo ICSI rbc 36 &IL.111.2$ '7 au,a Ai/ 440 Caw O J( C R : 0.3'7 0.32 .0 0.41 - oit , I. o • 3.4,5 4 4' -aka k41 ' r 9.4. ok 4 1, 0 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0062 PROJECT NAME: DELIVERY EXPRESS SITE ADDRESS: 405 EVANS BLACK DR X Original Plan Submittal DATE: 03/09/16 Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kJ kwo 41\I Building Division Public Works ,9-r19u/c SI-Ih Fire Prevention Structural Planning Division Permit Coordinator up PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/10/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/07/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MR RACKS LLC Home Espanol Contact Safety & Health Claims & Insurance Clik Washington State Department of Labor & industries Page 1 of 2 Search L&I A -Z. Index Help My Workplace Rights Trades & Licensing MR RACKS LLC Owner or tradesperson Principals Ferguson, Carey Scott, PARTNER/MEMBER Ferguson, Julie Lynn, PARTNER/MEMBER Ferguson, Carey Scott, AGENT GONSER, BRETT, PARTNER/MEMBER (End: 04/30/2013) MCLENDON, ROBERT, PARTNER/MEMBER (End: 04/30/2013) Doing business as MR RACKS LLC WA UBI No. 602 779 014 500 SW 16TH ST RENTON, WA 98057 425-207-0058 KING County Business type Limited Liability Company Governing persons CAREY FERGUSON JULIE FERGUSON; 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. MRRACRL924BN Effective — expiration 01/03/2008— 01/17/2018 Bond ................. AMERICAN CONTRACTORS INDEM CO Bond account no. 100031015 $12,000.00 Received by L&I Effective date 01/03/2008 12/20/2007 Expiration date Until Canceled Insurance .............................. Ohio Security Ins Co $1,000,000.00 Policy no. BKS1654574031 Received by L&I Effective date 05/27/2015 06/29/2015 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602779014&LIC=MRRACRL924BN&SAW= 4/1/2016 3 4 1/40 0, 4 01/4 4 1/40 o, 3 9'_21II 2 _r r ❑ 7'-4 7 32 44" X 96" 44" X 96" 44" X 96" 44" X 96" 44" X 96" 44" X 96" 44" X 96"1 1/40 01 V OFFICE 3" TYP. NOTES: 1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2. SHELF SUPPORTS ARE WIRE DECK - NO SOLID SHELVES 3. WAREHOUSE AREA IS APPROXIMATELY 11,611 SQ. FT. 4. WAREHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM 48" X 96" 48" X 96" 48" X 96" 48" X 96" 48" X 96" J PARTS AREA 4t_627" 32 44" X 96" 44" X 96" 44" X 96" 44" X 96" REVISIONS No changes shall made to the scope of work without prior approval of Tukwila Buildintf. Division. NOTE: Revisions will require a ns'.'f plan submittal and may include additional plan review fees FILE COPY 0. Plan review approval is subject to errors and o ;'. >zionz. Approval of construction documents deco not E u'lliciizo the violation of any adopted code or ordinance. < k. P.s t of approved Field Copy,nd ncli-'a G„ , knc,; -.df �. ; sig dt,, ��s,� E.�x. By: TT/TAT Tr? t ; ,, ,. =_ f rOsir1 " FOR: ..Z Mechanical Electrical j2r Plumbing xa Gas Piping City of Tukwila BURPING DIVISION —I -REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 PrJ 194 - City of Tukwila BUILDING DIVISION Date: /— / _ 76, City of uk"v4 BUILDING DIVISION b 1 00 422 RECEIVED CITY OF TUKWILA MAK 0 9 2016 PERMIT CENTER 444 0 rt; 4, w Lai 144 12.4 CO00 0) DRAWN BY: DVZ SCALE: 3/16" = 1' DATE: 3-1-16 DRAWING NO: CHECKED BY: B. Kattula SHEET NO. 1 OF 2 SHEETS 48" SIDE D q <J ceD 8' FRONT RACK TYPE A .375 R 2" TYP. AS NOTED 1-0-1/4" REF. ❑ ❑ ❑ 3" 1 --1/8" 14GA THK. 7/8" 4 3" .531 SQUARE COLUMN DETAIL RACK TYPE B 0 0 co o Co co AS r-1/4" REF. [LI ❑ ❑ �� C .375 R o Cod 3" 000� 2" TYP.rF-1/$" TED .531 SQUARE 7/8" 14 GA THK. 1 5/8" = ---{1-11-314» TYl'• DETAIL RACK TYPE A 44" SIDE RACK ELEVATIONS SCALE: 3/8" = 1' BASE PLATE DETAIL RACK TYPE B 5/8" DIA. 2 HOLES BASE PLATE DETAIL RACK TYPE A RACK TYPE B BRACKET ASSY. AS NOTED 6" 0 0 �-r 0 0 \,ijO FRONT 2 3/4" 7/8" 1 1/2" BEAM SECTION 14 GA TEL ASTM A572 GR50 BEAM DETAIL RACK TYPE B 1 1/2" I l 14 GA --4 1 1/4" COLUMN STRUT 10 GA OR 3/8" THK--...t_ BRACKET ASSY. AS NOTED 1-1 r] f 4" V,510 n RACK DETAILS SCALE: 3" =1' STRUCT NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy=50ksi Fu=65ksi. (b) BRACING STRUTS Fyy36ksi Fu=58ksi. (c) BASE PLATES FY=36ksi Fu=58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS: RACK TYPE (a) 1,500 lbs. RACK TYPE (b) 2,500 lbs. 4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fcw2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEDGE ANCHORS. FOR (a) RACKS TYPE A: USE ONE (1)1/2"3 X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. (b) FOR RACKS TYPE B: USE TWO (2)1/2"O X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. fog. fAYTIA 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2012 IBC SEC 2209, THE 2008 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: V = 0.67 C8 Ip W8 AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) S$ 1.452 C8 = 2.5 Ca/R AND Ca = 0.3872 FOR THE GIVEN ADDRESS AND SITE CLASS D S1= 0.541 R = 4.0 TRANSVERSE (BRACED) DIR. Fa 1.0 R = 6.0 LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER SYSTEM IS .39 GPM OVER 5,600 SQ. FT. UTILIZING 286° HEADS. 2. TYPE OF PRODUCT: WOOD AND CARDBOARD DISPLAYS. NO ENCAPSULATION. 3. TOP OF STORED PRODUCT NOT TO EXCEED 16-0'll. 4. APPROXIMATE CEILING HEIGHT 24'-0". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE I FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 2 3/4" -41 TYP. �1/8"1 nio � 1/2" -CP BEAM SECTION 16 GA THK. ASTM A572 GR50 BEAM DETAIL RACK TYPE A 2 1/2" 1/8 REVIEWED FCR CODE COMPLIANCE • APPROVED BRACING CONNECTION DE ; All or Tukwila BUIL . NG DIVISION RECEIVED CITY OF TUKWILA MAR 09 2016 PERMIT CENTER Nit �co 0 0 Z IY1� c42 00 ger *04 co v� U o o00oO DRAWN BY: DVZ SCALE: AS SHOWN DATE: 3-1-16 DRAWING NO: I CHECKED BY: B. Kattula SHEET NO. 2 1 OF 2 SHEETS \,ijO RACK DETAILS SCALE: 3" =1' STRUCT NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: (a) BEAMS AND COLUMNS Fy=50ksi Fu=65ksi. (b) BRACING STRUTS Fyy36ksi Fu=58ksi. (c) BASE PLATES FY=36ksi Fu=58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS: RACK TYPE (a) 1,500 lbs. RACK TYPE (b) 2,500 lbs. 4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fcw2,500 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEDGE ANCHORS. FOR (a) RACKS TYPE A: USE ONE (1)1/2"3 X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. (b) FOR RACKS TYPE B: USE TWO (2)1/2"O X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. fog. fAYTIA 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2012 IBC SEC 2209, THE 2008 RMI CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE: V = 0.67 C8 Ip W8 AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) S$ 1.452 C8 = 2.5 Ca/R AND Ca = 0.3872 FOR THE GIVEN ADDRESS AND SITE CLASS D S1= 0.541 R = 4.0 TRANSVERSE (BRACED) DIR. Fa 1.0 R = 6.0 LONGITUDINAL (MOMENT) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER SYSTEM IS .39 GPM OVER 5,600 SQ. FT. UTILIZING 286° HEADS. 2. TYPE OF PRODUCT: WOOD AND CARDBOARD DISPLAYS. NO ENCAPSULATION. 3. TOP OF STORED PRODUCT NOT TO EXCEED 16-0'll. 4. APPROXIMATE CEILING HEIGHT 24'-0". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE I FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 2 3/4" -41 TYP. �1/8"1 nio � 1/2" -CP BEAM SECTION 16 GA THK. ASTM A572 GR50 BEAM DETAIL RACK TYPE A 2 1/2" 1/8 REVIEWED FCR CODE COMPLIANCE • APPROVED BRACING CONNECTION DE ; All or Tukwila BUIL . NG DIVISION RECEIVED CITY OF TUKWILA MAR 09 2016 PERMIT CENTER Nit �co 0 0 Z IY1� c42 00 ger *04 co v� U o o00oO DRAWN BY: DVZ SCALE: AS SHOWN DATE: 3-1-16 DRAWING NO: I CHECKED BY: B. Kattula SHEET NO. 2 1 OF 2 SHEETS