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HomeMy WebLinkAboutPermit D15-0068 - TOP POT DOUGHNUTS - STORAGE RACKSTOP POT DONUTS D15-0068 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.eov DEVELOPMENT PERMIT Parcel No: 0223100085 Permit Number: D15-0068 Address: 401 BAKER BLVD Issue Date: 4/29/2015 Permit Expires On: 10/26/2015 Project Name: TOP POT DOUGHNUTS Owner: Name: PEARL ALVIN S+CAROLE R Address: 405 BAKER BLVD , SEATTLE, WA, 98188 Contact Person: Name: CAREY FERGUSON Address: 500 SW 16 ST, RENTON, WA, 98057 Contractor: Name: MR RACKS LLC Address: 500 SW 16TH ST, RENTON, WA, 98055 License No: MRRACRL924BN Lender: Name: TOP POT DOUGHNUTS Address: "I , Phone: (253) 569-9765 Phone: (425) 207-0058 Expiration Date: DESCRIPTION OF WORK: INSTALL 25 SECTIONS OF PALLET STORAGE RACK 12'-4" X T-0" X 7'-10" WITH 2 LEVELS Project Valuation: $8,000.00 Fees Collected: $424.58 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: F-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: 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: �j J&'Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agre to the conditions attached to this permit. Signature: Date: Ll A E_ / 0 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 10: 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) 11: 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) 12: 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) 14: Maintain fire extinguisher coverage throughout. 3: 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) 2: 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) 5: 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) 6: 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) 7: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 15: 'BUILDING PERMIT CONDITIONS' 16: 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. 17: 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. 18: 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. 19: 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. 20: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 21: 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 htti)://www.Tukwi]aWA.gov Building Permit No. Project No. Date Application Accepted: ` 1 Date Application Expires: 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 .d King Co Assessor's Tax No.: 6aa 3 /QOQ $SQ Site Address: .740 Tenant Name: /ei, PROPERTY OWNER Name:, Address: City: ' State:,W 2 Z1p:Q� 2� Z CONTACT PERSON — person receiving all project communication Name: '� 1 Address: City: State: Ziyfe)$ Phone:ax.`-2$_?07 .go/4- Email: �%, ,� �',� G�-S• Q VA GENERAL CONTRACTOR INFORMATION Company Name: f {/S L �C�.�/ 4 Address:,—) �7� City: } State: , T. Zip"fe� Phone: if Z/)St�C7�J11/G' Contr Reg No.,�,L�Ep—ZYADa e: Tukwila Business License No.- HAAppliwtiowTo�Applications On Line\2011 ApplicationsTennit Application Revised- 8-9-1I.docx Revised: August2011 bh Suite Number: Floor: New Tenant: ❑ .....Yes ❑..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name. Engineer Name. Address: f 2 Z City: State Zip Phone: Fax: Email: LENDERBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ©Vc emo `� s Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): t Will there be new rack storage? 0..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Id 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 ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes PV-.......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"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 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh 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�� AUT�ID Signature: & (�!0�11 Print Name: ''x�:- L,� Mailing Address: 5I%b 60 /C Date: Day Telephone: c�`J�- City State Zip 14:\Applicatiom\Forms-Applications On Line\2011 ApplicationsTermit Application Revised- 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $424.58 D15-0068 Address: 401 BAKER BLVD Apn: 0223100085 $424.58 DEVELOPMENT $412.22 PERMIT FEE R000.322.100.00.00 0.00 $247.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $160.62 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.36 TECHNOLOGY FEE TOTAL FEES PAID ' R4835 R000.322.900.04.00 0.00 $12.36 $424.58 Date Paid: Tuesday, March 17, 2015 Paid By: MR RACKS Pay Method: CHECK 4824 Printed: Tuesday, March 17, 2015 3:49 PM 1 of 1 SYSTEMS ---- - --- y INSPECTION RECORD 0 Ff .............. Retain a copy with permit INS TION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect- At To- P Type f f7ection, 9 1 6A-4-4-1-s s-- 1'f 0 1 60'k� B Ild Date Called Special Instructions: — - - Date4ant Sd a.m. —:o Request er: 16e 0": n� P REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcent.er Blvd.. Suite 100. Call to schedule reinspection. Vj Fireproofing Aggregates S h o t c r e t e Concrete Aphl29,2015 M a s o n r y File No. 15-308 Asphalt Roofing P i l i n g S t e e l Building Official S o i l s City of Tukwila Building Department W o o d 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Top Pot Doughnuts Address: 401 Baker Blvd Permit: D15 0068 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND tAATERIAL TESTING NATIONALLY ACCEPTED LAL-ORATORY 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. Kimberle Anderson President CC: Mr. Racks — Carey Ferguson RECEIVED CITY OF TUKWILA APR 2 9 ,2015 PERMIT CENTER Tel: (425) 881-5812 Fax (425) 881-5441 - 7126 180th Ave. NE - P.O. Box 2523 - Redmond, WA 98073 Field Report Report#: 060227 A.A.R. %sting Laboratory, inc. 7126180th Ave N.E., Park 18fl,, Suite C;101-, Redmond,. WA:980.52 l Phon 425.88 .58 2 Fax.425 881. 1 Client: Mr. Racks Project Number: 15.308 500 S.W. 16th St. Permit #: D15 0068 Renton, WA 98057 Project Name: Top Pot Doughnuts Contact: Carey Ferguson Address. 401 Baker Blvd Inspection Performed: Proprietary Anchors Date: 4/2912015 Time: Temperature: bolts for pallet racks. Verified installation of Simpson Strongbolt 2 anchors 1/2" x 4-3/4" with 3" embed, torqued to 60 ftAbs. RECEIVED CITY OF TUKWIU, APR 2 9 2015 PERMIT CENTER Distribution: ❑ Distribute Client ❑ Distribute Contractor Distribute Engineer Inspector: Trow, Michael ❑ g� ❑Distribute Owner ❑ Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden ■-a.s� vr■ i r �V l� DATE 03 PAGE t 0F A Permit NO. . _ ENGINEER: 97X •7DIB * /5020 P'^ re,,,::.,. - SUBJECT: STEEL )4tL-f0941 SELECT PROJECT. W P07" DOV414l4an - 77,d9WtA, 1o?uk L. q .St �r rA4A c. q w 1S i beS ! Glj of I aj Co�1 F©m -w 7V& U l L .E & Sc-G 22ORi ;'N(.- wag R-ot Cpoa 001 :cc ap BSc' ?-&) Lt'SoiG 73dE 1$SO 14f7000 : Il.: 0- 67 CJKA7, i>'`t• T \\.�51j U� AWEA& ray 1.a FAclun lr Oar OPGA) 7'0 THE r-vbue-# $s v L452 FVO. 77/e FActur'y AQ11ZE.fj �r �r�r��,. t2 = ¢-, o �Ax s,t, {OA4�} ?, A 1/ v D,1p13 W s. Io ti T s � iL tr,. t7 Gv Gr T. Mn ) rt�, VL. 4,074 fair j 04 . 0.674 PLpF pL + ,bt -� �. 21 LL - w#44c Cc = $" M AA" i oAo peziL devet- pf1t 11/1,, . of 60#3 1 s 4, Sao tltrs USE t Lo * 1 Lct eet F-A AA L4 D C • (#)S . 0 . &7 x 4,S Oo 4- 1Qn : ,�� 100 C+$ lw. �RE I`lEW" D R " COD C� \• = 0.1413x 2 x ?,too = /, Qbl & av 1 Z.t. 89 k PROVED Seta A s f ?.j. S9 �� a % 42 - 3 s 39 `: A R 0 1 2015 Sc► s f 3.1 k 3 •!a T z 0,023 ) V s D. 37e/cot. Ci atf wih -vo l.r v&A-• �ti( *T � A7�12�� 144L J ` 7"s A. 3.3o� j �/ «8 EIS> 2'0k1�� BUIL INg4WWlrbi{�7 P4 x D.` (3,1a + 4-.540) + 0.1 Q = S`, 9 Z 11 247, dox 4-*/4!' StmPsol,) 4P5-2 WW Av)t.ft(lLS Wweft) PM i.WE l0(AT"_r *A PLAc" isfAtovlc1Au-q p&f- iSA$& PL.AO`"�` . tin 323o v*s Psit S.GG- F-s t;,IE- 3'I We TV ecfk4.-40 rf�perG�r'E 1 . wtmo Tµ fo60 Aub *6 %c vu ?54'} RECEIVED TtoI,�pan -t° vix/ VA 0,32 •� Arc < l•Z CITY OF TUKWI f 4,JAA %or- Jr • 1.000 MAR 17 2015 a.s $"Cc 4 = LC 3 r,)� 4 ���� � _ �a� PERMIT CENTE Att. l AAC.144 Sl-AL;rS A -it& GAS C- 4Ccc2-1Pt-4 �¢ mod. ?.$t� m �x �• • 6�G�'' � �� � •t�•D+�3"r Crr� •t�#f�3 sr.�'� .�� . '�" u DATE 0 3 - 20I S PAGE 2 OF ENGINEER: 879 J-06 x 1574 ZD SUBJECT: PROJECT: k4� icy !.a a. g .� (0.44 kst TO 0.7S Jo WE- pLATESf lYlAK, �s� � iG 5 2. k. ISAs e p c.raT ..+A0 S �r ��x �1 S � /gy p � , l90 �p v. o.:! 44, �t -- etc c A u4 W f , 0.7 - c S 2, too to; I&ASE pLA; & M as 0,144x LEI, 45(o kwm( K !t _ ms Fj 7 VI -ir Mao . _ �.3 8" •. Ak < ACa"a,dL t 3/f 5L** A LLDPJ . - 'S c� (.fe) ,'}v s t03 ps; 66 0.4 u f ) ui� 4.tD3 x bo.5 f12 = t11. Sly�t e zar et umc.ir Dj2, . V4= 0,10%ox 2 % 3.1oo/z ._ 0.334-k %Cocumpj p;Q a.IZ3k n. 0.Z11 '*- flAtiqTS A,30 wm tat -LDS. oitAk w a = 7. 4 w_-.s/�,iist3 �n�i�g# t • Gv-3Rts'" /tit ati S M 0/0 In1 t 6 "1�t v� Acx. DATE n 3 - 2.01 S PAGE 'J OF � . ENGINEER: &M job'* 150w SUBJECT: PROJECT: GDLU MAS Alm 0.MOx G SLr-& >04S #A)trg 3f,�.T%XA.&1 U fS Ace ty.. 1,168 2.Met s axe D : 34 . She Vs 84 D, oD %al -W 52.5" G 44.4 i of = a. *A v D,'1s(Of -G,4) W. 1.13 tic"o -(bk, CA.7f 0� Fa ,. 9.b ril -p 3a cs L 9, 3s + 9, 3 4 Q. wi - oiv- < t. o PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0068 DATE: 03/17/15 PROJECT NAME: TOP POT DOUGHNUTS SITE ADDRESS: 401 BAKER BLVD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved I0l Corrections Required ❑ (corrections entered in Reviews) Notation: Revision # before Permit Issued Revision # after Pen -nit Issued An Kot) 3 -24,15 Fire Prevention 0 Planning Division ❑ Structural ❑ Permit Coordinator Ij DATE: 03/19/15 Structural Review Required ❑ DATE: DUE DATE: 04/16/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) REVIEWERS INITIALS: t DATE: t A�kks Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MR RACKS LLC Page 1 of 2 Home Inicio en Espanol Contact Search L&I Washington State Department of Labor ,& Industries MR RACKS LLC Owner or tradesperson Ferguson, Carey Scott 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 License A-Z Ind( Safety Claims & Insurance Workplace Rights 500 SW 16TH ST RENTON, WA98057 425-207-0058 KING County Business type Limited Liability Company 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— 01/17/2016 Bond ................. AMERICAN CONTRACTORS INDEM CO $12,000.00 Bond account no. 100031015 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602779014&LIC=MRRACRL924BN&SAW= 4/29/2015 CY) I 60 Ch 391-711 0 NOTES. 1. ALL PALLET MCX - NED TO LEAVE A 6" FLUE SPACE MINIMUM ON ALL SIDES WHEN LOADED. 2. BUILDING COLUMNS ARE 10" X 10" WOOD, 3. SHELF SUPPORTS ARE WIRE DECK - NO SOLID SHELVES 4, 11,700 SQ FT WAREHOUSE AREA - APPROX. 1191- 1 it REVISIONS No changes shall be madn, to the SCOPP, of work ivithout prior approval of Tus k, '.vda 60ding Division.. N10TE: Rzvls:Ons will requiro a nP!,q] plan submittal an i islay i ri L'; u du a dd ; t i o n a I P I a n r I V1 fin e,-) FILE COPY Permit No.. \'CD- (MUS 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, a roved Field C itions is acknowledged: RE\t#-:WED FOR GODE COMPLIANCE By:= &I APPROVED Date. APR 0 1 2015 City of Tukwila po q BUILDING DIVISION City of Tukwila BUILDING DIVISION SEPARATE P E- R.-iA I T REQUIRED FOR: Mebilanical flElectrical Plumbing Gas Piping Cit , of Tukwila r,,MK3!0N RECEIVED CITY OF TUKWILA MAR 17 2015 PERMIT CENTER CID - r S10"N IS-0068 I M11 F Imo— cc 00 M %-- co o M o 0 0. 11M MV01 BY: JF SCALE: 1/8 op = 1 —0, DATE: 03-11-2015 DRAWM NO: CHECKEDIM B. KA'RULA SHEEP NO. 1 OF 2 SHEETS 000�ooc�v AS NOTE 1/4" REf. O O O SIDE FRONT RACK ELEVATIONS, SCALE: 3/4" = 1'-0" 1 ll2"� .375 R k 4" 14 (�l`IT�iI�--- � J 3" COLUMN STRUT 13 GA TML 7/s" 3" �'I TR11ir .531 SQUAREJ 3/� . COLUMN DETAIL 3/r 1rW 4 4" ANCHOR DETAILS SEE NOTES FOR DETAILS Lt *j 5l8" O HOLE ('M . --2 U2" 4 1"J �- 3/8" ME= 3/16" BASE PLATE 0 0 STRUCTURAL NOTES. 1. RACKS ARE MANUFACTURED BY SPACERAK OF LODI, CA., OR EQUAL 2. MINIMUM YIELD (Py) AND ULTIMATE (Fu) STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS FOLLOWS: (a) BEAMS R COLUMNS Fy=50ksi FU=65ksi. (b) BRACING STRUTS FV=36kSi Fu=58ksl. (c) BASE PLATES FY=36ksi FU=58ksi. 3. MA)QMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS: 4,500LBS 4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fc'=3,000 psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT II WEDGE ANCHORS. USE TWO (2)1/2"0 X +3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE. PLACE ANCHORS DIAGONALLY ON BASE PLATE FOR ALL BASEPLATES WITH 4 HOLES. SPECIAL. INSPECTION IS REQUIRED. 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 22099, THE 2008 RMI CODE, AND SEC.15.5.3 OF SE/ASCE 7-10 USING THE ASD M EL'IHOD WEIBRE: V = Cl Cs Ip Wa AND V 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) A 1.452 Cs 2.5 �= /R AND C8 0.3872 FOR THE GIVEN ADDRESS AND CLASS D S1 0.541 R = 4.0 BRACED DIR - TRANSVERSE (BRACED) DOL Fa 1.0 R = 6.0 UNBRACED DUL - LONGITE)DINAL (MOMENT) D11L FIRE PROTECTION NOTES: 1. SPRINKLER SYSTEM DENSITY IS 0.39GLPM/500T z 2. TYPE OF STORED PRODUCTIS CLASS I -TV FOOD PRODUCTS STORED ON PALLETS WITH NO ENCAPSULATION. 3. TOP OF STORED PRODUCT NOT TO EXCEED 1&-0". 4. APPROX "TB CEILING HEIGHT 27-W. EXITING NOTES: 1. ffiCTffitIOR DOORS An 3' SWII1(i TYPE W1TH LOCH KNOB WHIQi REQU![tBS NO SPHCIAI. KNOWLEDGE 0REFFORT 'POOPEN. 2. ffit1ffiLiOR S74'P DOORS TO BE MARKED PffitAFPIdQABLB CODE BEAM SEUMV 14 GA TM 4-1/2" BEAM DETAIL use iW rm. UPRIGHT COLUMN 1" (hm DIAGONAL BRACE MP.) s U�" 0�- 00 00 —HOR12ZNTAL RE fEV\tED FOR Z j ;-0 BRACE CODE CQMPLIANC = m cm APPROVED O Q ._ (Typ-) APR 0 1 2015 Ld 118`—� w City of Tukwila CL m . BUILDING DIVISIO Y 0 c) C> < RECEIVED CITY OF TUKWILA DRAWN BY• MAR BRACING CONNECTION DETAIL 17 2015 F PERMIT CENTER SCAL1�'.• AS SHOWN T DATE. \ti'�Sf���� 03-11-2015 r DRAINING NO CHECKED BY. jt R k1- t ' L; /3� f B . Kattu la �S'sloi .AI . SHEET NO. 2 OF 2 SHEETS