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HomeMy WebLinkAboutPermit D14-0042 - DARWIN'S NATURAL PET PRODUCTS - STORAGE RACKSDARWIN'S NATURAL PET PRODUCTS 350 TRECK DR D14-0042 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 Parcel No: 0223400045 DEVELOPMENT PERMIT Permit Number: D14-0042 Address: 350 TRECK DR Issue Date: 2/14/2014 Permit Expires On: 8/13/2014 Project Name: DARWIN'S NATURAL PET PRODUCTS Owner: Name: PANKRATZ HOLDINGS LLC Address: POBOX 58388 , TUKWILA, WA, 98138 Contact Person: Name: RICHARD CHAFFEE Phone: (253) 395-8500 Address: 8531 S 222 ST, KENT, WA, 98031 Contractor: Name: DACO CORPORATION Phone: (425) 656-4505 Address: 18715 E VALLEY HY, KENT, WA, 98032 License No: DACOC**012NC Expiration Date: 4/20/2014 Lender: Name: Address: ,,, DESCRIPTION OF WORK: INSTALL RACKING PORTION OF RACK SUPPORTED COOLER AND FREEZER Project Valuation: $75,840.00 Fees Collected: $2,144.54 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA 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 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 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 Permit Center Authorized Signature: wit Date: 114--( 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 ordin. • -s gov The grantin: • is permit does no state or I . - aws regulating co development per and ag Signature: Print Name: rning this work will be complied with, whether specified herein or not. t• give authority to violate or cancel the provisions of any other performance of work. I am authorized to sign and obtain this ns attached is 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: ?Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. ?Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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: 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 Tess than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: 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) 14: 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, 4-3, 4-4) 15: 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) 16: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 20: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)(SPRINKLER PROTECTION WITH THE APPROPRIATE SPRINKLER DENSITY SHALL BE EXTENDED TO THE COOLER/FREEZER.) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: 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 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. Project No. Date Application Accepted: Date Application Expires: (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 APIP Site Address: 6.C/ /" Tenant Nameg,./Q4 0/A) Otifi)(/� Suite Number: PROPERTY OWNER Name: e437 ,UJ/9A L _R� Address: iv.,, h �/ fE OA , '( j % I96� City: c ..„, �L.c State: 604 Zip: CONTACT PERSON — person receiving all project Name: / cf✓4R0 e7V7l'F '-� Address: e-o APPs,EO i 4AtiP6./N(- 83i s. 2_iz J sr — City: /---A.? r State: Zip:97D3 Phones ? -39�ss ao Fax: -2S3.3 `IS 237S Email: @ � ��. C&-i �GNC APP4 / GENERAL CONTRACTOR INFORMATION Company Name JppL/ D ,1 /40.0�rN0 Address: 8S3 r _ �.o ? n gr_ City: //.� 7 State: toga? Zip: 9j6 3i Phty 3O�r 7S OFax: 2S73'g _78.5��.- ( Contr R g Nr ^j14 Exn Dat Tukwila Business License No.: 6..40e/G7a New Tenant: King Co Assessor's Tax No.: �✓ (� - �0 ff� Floor: ARCHITECT OF RECORD Company Name: Architect Name: /1 r r ht iAddress: (/ City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name2, /Ko:citiz— nAddress: s I� /�— j//��Q _ /c/Q City: Zip: Cog A/6_,-.0,04State:60,Q n; Phone:)� r S� 3 —4 6 32Email: �S � �j �,. � / `i Ayin... q... Q b;1�T/"Ir7/L,.' i LENDER/BOND ISSUED (required for projects S5,000 or greater per RCW 19.27.095) Name: j�,, FfJND et) �R /t 4040 /'U D RW m, Address: aro %lc-cl1 a4/Ve City/U;1.....),4_State: W41 Zip: ? '/ H: Applications\Fomre-Applications On Line‘2011 Applicatious\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 00 Valuation of Project (contractor's bid price): $ �) 89D. Describe the scope of work (please provide detailed information): Existing Building Valuation: $ R/C../VA) )0A.77/:)/t) Of Coo -1= j? 2- �-� ,� �c y4 Will there be new rack storage? .Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas is Square Footage Bebw Existing Interior Remodel Addition to Existing Structure New Type of Constructionper IBC 2°d 3''a Floor thru Attached; Garage DetachetGatage Attached Covered U� 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: Yes [1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: SR,/L /% e.aQs ,te9R 6- . /,vt �LGf�4. /.[� j NI� S-eO�t c OF vORK u4.) DER 9PER/i/ Sprinklers J Automatic Fire Alarm L. None El Other (specify) ptQM/lr- Will there storage or use of flammable, combustible or hazardous materials in the building? I Yes [J No 3y z>jM60(f., 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 1 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Will there be a change in use? H:Npplcations\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 ERMIT A "P'L CATIOI 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 CER r THAT I VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 0 Y BY T r OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: Date: //2// /G34k0?F Day Telephone: � 7-/4 93/� 3L t /6,D j91t)D L l tic x: Applications\ Forms -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ci ,L)7 , 9sg/ Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAI D $65.00 $65.00 $65.00 $65.00 $65.00 PermitTRAK D14-0042 Address: 350 TRECK DR Apn: 0223400045 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1769 R000.345.830.00.00 Date Paid: Thursday, April 10, 2014 Paid By: AHNW DIV OF DACO CORP Pay Method: CREDIT CARD 610144 Printed: Thursday, April 10, 2014 2:44 PM 1 of 1 CSYSTEMS rJ�NIL4 jy A. 4C 0 J 4 u� Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID 40� 326 DEVELOPMENT $1,263.35 PERMIT FEE WASHINGTON STATE SURCHARGE R000.322.100.00.00 B640.237.114 $1,258.85 $4.50 TECHNOLOGY FEE 62.94 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1259 R000.322.900.04.00 $62.94 $1,326.29 Date Paid: Friday, February 14, 2014 Paid By: ERICA REAGAN DACO CORP Pay Method: CREDIT CARD 114183 Printed: Friday, February 14, 2014 9:38 AM 1 of 1 CATIWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $818.25 D14-0042 Address: 350 TRECK DR 23 DEVELOPMENT $818.25 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R905 R000.345.830.00.00 $818.25 $818.25 Date Paid: Friday, January 24, 2014 Paid By: AHNW DIV OF DACO CORP Pay Method: CREDIT CARD 214212 Printed: Friday, January 24, 2014 10:21 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Proj ✓'chi IIJ Type ofilnspectipry 1— (Nit Address: ,S5 0 Rf ° K Date Called: Special Instructions: Date ante ` p- Requester: Phone No: EgiApproved per applicable codes. Corrections required prior to approval. COMMENTS: - I -A, 7 (. /Se -�: ns or: Date: EINSPECTION FEE RE4UIRED. Pridr to next inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ,Dick-ecr 2 PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit inspection Request tine (206) 431-2451. Address: 33v Type of Inspection: Requester. Phone No: orFieN 121Wproved per applicable codes. Corrections required prior to approval. COMMENTS: SPECTION FEE REQI iRED. Prior tb next inspection, fee must be at 6.300 southcenter:Blvd:. Suite 100. Cale to schedule reinspection. 444 Andover Park East, Tukwila, Wa. 98188 roject: ,ddress: r ;; uite #: t` pecial Instructions: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t/00( r"t !VPEWri.11 r. ERS j (J �,4 " YEi JI '�!� 7 � CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Type of Ir}specti9n: i'v i s c t1_ 11 r Contact Person: Phone No.: fgApproved per applicable codes. Corrections required prior to approval. :OMMENTS: /4640 - P. i, 0 0 7 or „--% i ,, Fr (A ` • ' 0 A l - 3 J A.4,c L c t (,),,a- t. 4 // /r Ieeds Shift Inspection: Sprinklers: ire Alarm: Hood & Duct: lonitor: Pre -Fire: 'ermits: Occupancy Type: nspector: Date: (14, Hrs.: c;41 $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: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing Piling Steel Soils Wood April 23, 2014 File No. 14-255 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit: Darwins 350 Treck Drive D 140042 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING 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 has already been forwarded to you. 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: Applied Handling N.W.-Rich Chaffee Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Client: Applied Handling NW 8531 S. 222nd St. Kent, WA. 98031 Contact: Rich Chaffee Field Report 6180th Ave F _ , n ;428r881 581,2'Fa . Report #: 058540 Project Number: 14-255 Permit #: D 140042 Project Name: Darwins Address: 350 Treck Drive Inspection Performed: Proprietary Anchors Date: 4/8/2014 Time: Temperature: Anchor bolts for pallet racks. Verified installation of Simpson Strong bolt 2 anchors. 1/2 x 4 3/4" with 3" embed, torqued to 60ft./Ibs. All placed per plan. Distribution: k 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 Client: Raymond Handling Concepts 3500 W. Valley Hwy. N, #101 Aubum, WA. 98001 Contact: David Norris Field Report s — o Report #: 060704 Project Number: 15-205 Permit #: Not on site Project Name: Reliant Corporation Address: 360 Midland Drive Inspection Performed: See below Date: 3/2/2015 Time: Temperature: Verified anchors to be Hilti KBTZ 1/2"x4 1/2". Verified minimum embedment of 3 1/4" and hole cleanliness. Torque was tested with calibrated wrench #132 and was found meeting or exceeding the 40 ft./Ibs. requirement. All anchors were installed in conformance with manufacturers recommendations and ESR #1917. Distribution: Q Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren 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 Job role DMi)J i t5 - Tt1 kJJILA, JA By B7X Dade 0 / /2014 Job No. / 400 $ Subject' r5Et SJeitC/he * pu1i isaa ito*J AdAudsis Checked Amiu/srs , .D E S I dN ©F 114cla CoNP.•,t 7r) We 2o12 ,Z f c 66c 220q, TOt 2008. /Li' CODS S Sec /c:r. 3 or,4SCE 7-/o Lora!& THE AsD Alem4D. Vs p.b7 .rptf j - 41041e -rP f.0 1-'AcJ(.ir t,t 'Jar ppd., 7D "Ne p 4444 c C C. (4)(g s4)/g 's a 1. 44x Fit 71te P'Ac rt r r'f Fit a loci FM Sirs Cali 2) . t2 = 4.0 714.4i sc. (Bg4 eo) Dig, . ‘ls a 0.1642 idj t1 r 4.0 Lop 6 /r C } dOrR - Vi : adv4$ &1 r Ws = ..47. #.A, x P . t AC- 4- .2( LL. ,HAx iteag LaAO StAtii de R t r.'aL�it.1i (4 Sect crtoe ,4fACIU : 4 a.o tia /(A i '. hog 'L OF Ct') PWJN-A'c R ciu s z oo° wi ,.' Peu.Cr . '..' IA CIc 11. ufd i00 4 ,;fie let Pt St LE c rwa 1004 ; 504111.4igerr riiii ¢6J.m164141* MCA) Poot AAA Idrt 1,0 MJ Ba*r b' itis. rrc►ALi AA ADM 7yPL.t DF g,QCK.t £4eics s)ffrrtr cErcrft pA,vttt ,er 3 psp lot ,d,rz /0 pia, 44 Pal tr. Samar Ecif#DMTmi E4M& Levee 2/DO tr- /osb IA) pew MCA. Wlre,Lk iota is Id 51,4000. 7 irte Li4O 04 ups L Itt. to A of 7 - *Jt . LAA,) . *a x- c t r..► 4 p,mets riiis. ,o u o a! 4 .. 8. Zf.c f . 24' • 11744 i bl.: 3 psi* APO *date. p . 3 + .2Srte) x S.s psi. *$ 647 1,6i La r /D Pr" goer, Fb t.. p = 34L try: 12 pLt' ail► !SZ$ LbiRECEIVED CITY OF TUKWILA 4 JAN 2 4 2014 Sheet t of 3 FILE r v A,. y OR PLIANCE APPROVED FEB 06 2014 City of Tukwila BUILDING DIVISION Ti�,AI�s Jr. t31yt : WS • 4000 . t,7 4. 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Pi s 13.101, � a t'S, dS T4 jib s 1.0 -- aoi' 4. 1.0 •c l.0 .1;GaincooaacoaY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0042 DATE: 03/20/2014 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TREK DR Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/25/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required TY Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/22/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 •PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0042 DATE: 01/24/2014 PROJECT NAME: DARWIN'S PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: G CA, • Building Division 11 Public Works U fvM ,,C 02o .H Fire Prevention Structural Planning Division Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PROJECT NAME: M9--W L� SITE ADDRESS: 7 D 1)f2-0 PERMIT NO: ORIGINAL ISSUE DATE: 02-I ` I REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS fAik Summary of Revision: po p W 4 - C41 (,« W`f (i la-c2pF Pkib`, Received b ye n ;40F", .XL, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: z%� Plan Check/Permit Number: 7) / ~ 0.� ❑ Response to Incomplete Letter # eC Response to Correction Letter # 1 Revision # / after Permit is Issued In Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: RECEIVED CRY OF TUKWU MAR 20 2014 PERMIT cevrEp Contact Person: /Crt/442.0,/= Phone Number: 2 ' 3g.1 15: 0 Summary of Revision: 0/1) - /1/w 1/&-- /17 Celcs-/e_. 4-- /:9-) //t) CE/9 IrZ4V S °/'oe j 6 ''e/.i l_Z=mo o vv=-eQp tJr,t o/2 Dr 'Q" D fi'/c Y)(4 G T-$/c- _ 4WS r--w- , -60 4 r %v/f Tt/ A/o!, //0 4._ o.Dto ( ri /S 0--0e2 c - 7 t2'E E ie�c �2 � /Q�`ty /0,7 )12t 0 e' // ( , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on o d%N C:\Users\jennifer-m\Desktop\Revision Submittal Formdoc DACO CORPORATION Page 1 of 2 0 Washington State Department of Lab©r & Industries DACO CORPORATION Owner or tradesperson KATONA, B KEVIN Principals KATONA, B KEVIN DUFFIELD, STEPHEN L SHIELDS, EDWARD E (End: 09/29/2005) Doing business as DACO CORPORATION WA UBI No. 601 946 293 18715 E VALLEY HWY KENT, WA98032-1241 425-656-4504 KING County Business type Corporation Governing persons BKEVINKATONA 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. DACOC**012NC Effective — expiration 09/10/1999 — 04/20/2014 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 857388C Received by L&I 04/10/2002 Insurance Mutual of Enumclaw Ins Co Policy no. CPP0011113 Received by L&I 04/22/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 05/01/2002 $1,000,000.00 Effective date 05/01/2012 Expiration date 05/01/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601946293&LIC=DACOC**012NC&SAW= 02/14/2014 BUILDING INFORMATION PARCEL #: 022340-0045 BUILDING USE: WAREHOUSE / and production BUILDING OWNER: CASEYMAX LLC 1421 LAKE WA. BLVD. S SEATTLE, WA. 98144 PALLET RACKING for: Darwins's Natural Pet Products 350 Treck Drive Tukwila, WA. 98188 CONTRACTOR: APPLIED HANDLING N.W., 8531 S. 222ND KENT, WA. STATE LICENSE # DACO**012NC CONTACT NAME: RICHARD CHAFFEE PHONE: 253 395 8500 FAX: 253 395 8585 E-MAIL: RICHC@APPLIEDNW.COM ENGINEER: BASIL KATULLA 21122 116TH AVE. S.E. KENT,WA. PHONE: 253-631-7289 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical 11 numbing to City of Tullada 1 UlL N G DIVISION REVIEWEO GODS COMPLIANCE ,APPPt VEO FEB 0 6 2014 iT3 -614/‘ City of u Ala UII.0INQ ISION SHEET - TI TITLE SHEET SHEET D01-FP1 OVERALL FLOORPLAN OF BUILDING WITH PLAN VIEW OF RACKING. SHEET D01-EL1 ELEVATIONS OF RACKING, LOADS AND CEILING SUPPORT LOCATIONS SHEET D01-EVAPIA ELEVATION DETAIL OF EVAPORATOR SUPPORT WITHIN THE RACKING SHEET D01-EL2 COMPONENT LOCATOR KEY SHEET 816-DET DETAIL SHEET *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review f: , FILE COPY Permit No.,.., Pi (-1OQ/d2, Plan review approval is subject to errors and omissions. Approval of construction documents does not authcr€ze the violation o or ordinance. Recespt f approvacknowledged: By e1�► ►e. ....... Date: Ili NM BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERMIT CENTER DRAWN BY: PROJECT SALESMAN: R. CHAFFEE APPROVED BY:: z 0 z REVISIONS: COPYRIGHT © 1998 BY CUSTOMER: AND SHALL NOT BE REPRODUCED CI w CL PROPERTY OF APPLIED HANDLING w 1- 0 w 0 0 _ 0 a IN ANY MANNER, F cc 1 22' 21'-11 �" 16 21' 31 >> 32 21' 10'' 4 21'-107" 16 21'-1117" 32 OW- 21'-11 9" 32 22' 9 ,' 32 I_ [t Z ,O3 L t09 (c) tt t09 ELEC. ' 9 TOOL RM (1) AT GRADE OVERHEAD DOOR I 1 (3) DOCK HIGI-R OVERHEAD DOORS I I 1 "'_. — I ! $8 I tt6—,6Z q �>> 4"--) 59'-10" ,, 1 27' FLO DRAIN '-6„ LL ! i 12' — --J::.g i 1 COOLER DOOR 8' WIDE X 10' HIGH " o t ! - 1 1 1 1 e ^ -0-0-1 ! EVAPORATOR SUPPORT i I m BEAMS HOLDING 300# ca I I ! o - I I co nY ,y o w a n EP CAT 3 1IN > FLOOR DRA co � m 1 m W 04, —c co v I ! I RK 44x120 F -1aNM� Ib I I 03 Ce - com 0 i I c<___ . V `r 1 PRODUCTION I C nil_ (35°F) ! - i — —PREP ---� 2 8 -SI- OFFICE 0 m O 2K 44x96 Q n_ o i ,U3 . . 0 AREA I a 8 I Ir 3 m ce. Li >c_iii , I i ! 1 JJ IJJ 1 VAPORATOR SUPPORT I ! tt-z—t6 N BEAMS HOLDING 300# - m i ! J— \ I 8'-0. m i I I < OW a m \ o �- DEEP A Oln B [ ACK I W n 2-DEEP n W y CA W RO RACK B L W n I ; I I 9AF I ROOF SUPPORT BEAM v � v _ v v v v v ROOF SUPPORT BEAM ROW E m+ 11 it' *i' 4' g ! 8'-0" 12' -0" 1 44' 8'-0" ' m m 3" 8'-0" 8'-0" 8'-0" 8'-10" \m V EVAPORATOR SUPPOf 4 BEAMS HOLDING 21f c[c I,. / 70EVAPORATOR SUPPO /BEAMS HOLDING 21 FREEZEFREEZE01FREEZER / 12 -9" VAPORATOR SUPPORT GAMS HOLDING 210E /APORATOR SUPPORT :AMS HOLDING 2100 33'-3" I I I / CD z W 33' —3" a '-' as 4.5' -9" w =i 8".0" :'-0" }{ 8' 0" 8'�. 8'-0" 8'-0. 8'-0" 4' 8'-0"j' 0 \! OW • II �W OW r OW OW OW OW 2\ OW C 1, 3 DE P OART CK 3 DE P P CK - Ni [[I V V v V V V V 1 V vV v vV v v V v I Is 4-1/2" CLEAR COOLER PANEL TO EXTERIOR WALL 33' 36' >> 11 45' 5" 50' STRUCTURAL NOTES 1.)PALLET RACKS ARE MFD BY UNARCO MATERIAL HANDLING, INC., OF SPRINGFIELD, TENNESSEE. 2.)STEEL USED IN ALL RACK ELEMENTS CONFORMS TO ASTM A570 GR 50 WITH Fy=55 KSI, AND Fu=65 KSI. 3.)STEEL USED IN ALL BASE PLATES AND BRACING STRUTS CONFORMS TO ASTM A36 WITH Fy=36 KSI, AND Fu=58 KSI. 4.)MAXIMUM RACK LOADS SHALL BE AS NOTED ON DRAWING D01-EL1 5.)CONCRETE SLAB IN THE COOLER IS GIVEN AS 5"THICK, WITH fc-= 3,000 PSI. CONCRETE SLAB IN THE FREEZERS IS 6" THICK, WITH fc'= 4,000 PSI. 6.) ALLOWABLE SOIL BEARING IN COOLER IS GIVEN AS 2,000 P.S.F. SLAB IN FREEZER IS OVER 6" 30 PSI POLYSTYRENE 7-)BEAM-TO-COLUMN CONNECTIONS UTILIZE BRACKETS AS SHOWN. $•)TIE -DOWN ANCHORS SHALL BE SIMPSON STONGTIE STRONGBOLT 2 WEDGE ANCHORS. \.USE 1/2" x 4 3/4" BOLTS, @ 3-0" MIN. EMBEDMENT. PLACED ANCHORS DIAGONALLY.. 9•)SPECIAL INSPECTION IS REQUIRED. MYif-I --krr t & is TD&--S iiCt,r10'OPP Q'r LEEtr f/ 'P 1nJE.- AT 3 '17 1 EPoLcAO -1- 1 b °'Si~ Livo- L Ao fJs S ioW i J iOBI E;r 1Giro t iM C i-.cOI fc-r r� . z REVIEWE• D FOR CODE COMPLIANCE APPROVED FEES 06 2014 BUILDINGo'Tukwila ION RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERMIT CENTER DRAWN BY: PROJECT SALESMAN: APPROVED BY: U 00 REVISIONS: to U O 0 0 a 1 to c 0 COPYRIGHT ©1998 BY PRODUCTS 00 00 I-1 al o • 3 o W I— Q E-- 0 OF APPLIED HANDLING ERTY 0 to IN ANY MANNER, 1 1 RACK SUPPORTED COOLER/FREEZER Th 1- m n 0 14 w `( 1 14' 4' 0" 34" ELEVATION RACK SUPPORTED COOLER/FREEZER Z N m 10 20'- CLR. HT. 18'-05 MAXIMUM RACK LOADS AND CAPACITY RACK SUPPORTED COOLER/FREEZER TOP OF PRODUCT ROOF SUPPORT BEAM LOCATION m AT ALL AISLE SIDE LOCATIONS m l0 i 8'-0" ELEVATION 192" COLUMN 4'-6" SECTION 3" LL Go m N RACK SUPPORTED COOLER/FREEZER CLEAR ELEVATION 20,0" CLR. HT. 18' 6" MAXIMUM TOOF PRODUCT ROOF SUPPORT BEAM 2,00A.TION AT ALL AISLE SIDE LOCATIONS RACK SUPPORTED COOLER/FREEZER fV 2 00 000 L: 4'-6" 2 OC7 LB- 0 \,2, 0e'C SECTION 1 192" COLUMN 3" 238" COLUMN 96" WIDE 2 DEEP PUSH BACK ROW A & B 48" WIDE 2 DEEP PUSH BACK ROW A & B g RACK SUPPORTED COOLER/FREEZER A m N 14 20'-0" CLR. HT. RACK SUPPORTED COOLER/FREEZER 18'-6" MAXIMUM IV TOP OF PRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 8'-0" ELEVATION 2,0 NI,;‘01/ 2, 4'-6" X 4'-0" X 4'-0" / 12'-6" SECTION 96" WIDE 3 DEEP PUSH BACK ROW C RACK SUPPORTED COOLER/FREEZER ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS SECTION 48" WIDE SELECTIVE RACK ROW D RACK SUPPORTED COOLER/FREEZER T m 1 N w A 14 238" FRAME 1 RACK SUPPORTED COOLER/FREEZER ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 8'-0" ELEVATION SECTION 96" WIDE SELECTIVE CK ROW D RACK SUPPORTED COOLER/FREEZER 20'-0" CLR. HT. 18'-6" MAXIMUM TOP OF RRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS RACK SUPPORTED COOLER/FREEZER 4'-6" X 4' 0" X 4' 0" / 12'-6" SECTION ELEVATION 48" WIDE 3 DEEP PUSH BACK ROW C RACK SUPPORTED COOLER/FREEZER w 14 \\ i 1' W J 11-0„ i RACK SUPPORTED COOLER/FREEZER ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS t ELEVATION SEC'TION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2014 City of Tukwila , BUILDING DIVISION PAcDan .I y - 4 /p( ra YY, Cr` 12660 0It.AL 'ONAL RACK SUPPORTED COOLER/FREEZER RACK SUPPORTED COOLER/FREEZER EVAPORATOR SUPPORT BEAM i 14 34' 4' -10" ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 3'-8" ELEVATION SECTION 120" WIDE SELECTIVE RACK ROW C 58" WIDE SELECTIVE RACK ROW E DRAWN BY: cc PROJECT SALESMAN.• APPROVED BY: w 0 ▪ Z REVISIONS: COPYRIGHT ©1998 BY z•I-+ r i 0 o r—I 0 0 ca cn -0 0 6 ii. CUSTOMER.: PRODUCTS 00 00 w H00 Q1 CI • 3 u w cca - J m 3 m� 1- SHALL NOT BE REPRODUCED THE PROPERTY OF APPLIED HANDLING 1- 0 cn H0 Z o CC 0V▪ ) o c5 0 Z Z ec O N 4-- 0 Z IN ANY MANNER, AT TUNNEL AISLE . • RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERMIT CENTER - J w z m oc a V) \ TEK SCREW TO SUPPORT BEAM USING A CLIP ANGLE WELDED TO BOTTOM FLANGE OF C5 X 6.7. 48", 58" 96" 5" X 6.7# STRUCTURAL CHANNEL AIR UNIT SUPPORT BEAMS (TYP) -VADORATO BEAU DER B DRAW \G 3 138" & 144" TEK SCREW TO SUPPORT BEAM CROSS AISLE EVAPORATOR SUPPORT BEAM DETAIL N.T.S. SU»ORT -AV SDEC' ET-81 6 C5 X 6.7 CPOSS A SLE (IVADORATOP ATTACH v C5 STR., CT, RAC BY OT T TO IRS) VADORATOR SU DDORT BEAU DER BEAV SDIC' 3RAW \G DET-81 6 • Illrm N \ N ` REVIEWED FOR ., CODA,E COMPLIANCEPPR01�E® FEB 06 2014 1 BUILDING DIVISION mmi... imi rim li - r i _� _ Ar moral .. iss Vimr TYPICAL EVAPORATOR SUPPO ' T C • NFIGU TION • RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERIVIJT CENTER u PROJECT SALESMAN.• APPROVED BY: REVISIONS: COPYRIGHT 01998 BY PRODUCTS ^W a. -J Q z m 0 0 00 00 LLI HCO al cc 0 • 3 u w Fes- Q J CO 3 m �c H APPLIED HANDLING JT WRITTEN RACK SUPPORTED COOLER/FREEZER 1 m N 1 m lO N i 20'- CLR. HT. 18'- MAXIMUM TOP OF PRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 8'-0" ELEVATION LOCATOR KEY. RACK SUPPORTED COOLER/FREEZER RACK SUPPORTED COOLER/FREEZER m 3 2 w J 00 O N LJ 4'- 3" f m lD m 20' 0" CLR. HT. 18'i,6" MAXIMUM TOV OF PRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 4' 0" SECTION ELEVATION RACK 1SUPPORTED COOLER/FREEZER 2 4'-6" / 3'- SECTION 3" 96" WIDE 2 DEEP PUSH BACK ROW A & B 48" WIDE 2 DEEP PUSH BACK ROW A & B RACK SUPPORTED COOLER/FREEZER 20'-0" CLR. HT. 18'-6" MAXIMUM lj TOP OF PRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 8'-0" ELEVATION R CK SUPPORTED COOLER/FREEZER zA\ 12'-6" SECTION 96" WIDE 3 DEEP PUSH BACK ROW C RACK SUPPORTED COOLER/FREEZER RACK SUPPORTED COOLER/FREEZER T 2°F. 1 i 4'-0" ELEVATION ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 1 X 3' 8" X 3 RACK SUPPORTED COOLER/FREEZER r u- m RACK SUPPORTED COOLER/FREEZER RACK SUPPORTED COOLER/FREEZER T 1 m i� l 8'-0" SECTION ELEVATION ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS 3' 8" SECTION m 1 20'-0" CLR. HT. 18'-6" MAXIMUM Qi TOP OF PRODUCT ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 06 2014 City of Tukwila BUILDING DIVISION K SUPPORTED COOLER/FREEZER 3 7 I 12'-6" SECTION ELEVATION 48" WIDE 3 DEEP PUSH BACK ROW C RACK SUPPORTED COOLER/FREEZER RACK SUPPORTED COOLER/FREEZER 1 1 iD I N i w w J N A it ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS r r 3'-8" ELEVATION SECTION 0 m N RACK SUPPORTED COOLER/FREEZER EVAPORATOR SUPPORT BEAM 1 1 ' 4'-10" ELEVATION INDICATES "INTERIOR BEAM" REFERENCED ON DRAWING 816-DET INDICATES "EXTERIOR BEAM" REFERENCED ON DRAWING 816-DET INDICATES "ROOF BEAM" REFERENCED ON DRAWING 816-DET RACK SUPPORTED COOLER/FREEZE ROOF SUPPORT BEAM LOCATION AT ALL AISLE SIDE LOCATIONS ••• RECEIVED CITY OF TUKWILA JAN 2 4 2014 3' 8" X PERMIT CENTER SECTION co • PROJECT SALESMAN: APPROVED BY: U w z 0 Z REVISIONS: COPYRIGHT ©1998 BY PRODUCTS 00 W 00 H00 01 ac fn • str u w ice- Q �—Ln3 Q:D Z ~ w 0 0 a 0 w z CC m 0 J J 0 0 PERMISSION BY APPLIED HANDLING WITHOUT WRITTEN 48" WIDE SELECTIVE CK ROW D D96" WIDE SELECTIVE CK ROW D 120" WIDE SELECTIVE RACK ROW D 58" WIDE SELECTIVE RACK ROW E AT TUNNEL AISLE -J LU zo 0 rl • a o 0 0 it 0 a FRONT VIEW - INTERCHANGE A tt ❑ ❑ SIDE MEW WHOLES TX TUBE CROSS SECTIONS ROW BAY PART NUMBER COLUMN GROSS SECTION A' B" G" T D" BASE PLATE # OF ANGHOR5DIAMETEREMBEDMT ANCHOR ANCHOR ANCHOR LENGTH A Et B ALL (FRONT) TX G 238 3 3 .126 .75 68 2 1/2 3 4-3/4 TF 06 5154 238 A Et B ALL (BACK POST) TX G 192 3 3 .126 .75 68 2 1/2 3 4-3/4 TF 06 Al 00192 G ALL (FRONT) TX G 238 3 3 .126 .75 68 2 1/2 3 4-3/4 TF 06 5154 238 G ALL (BACK) TF 06 Si 48192 TX G 238 3 3 .126 .75 68 2 1/2 3 4-3/4 D Et E ALL TX C 238 3 3 .100 .75 68 2 1/2 3 4-3/4 TF 26 5144 238 ri � UPRIGHT COLUMNS 6 Ile. 1/8"V i" 1 0 r 0 0 al co 314' 1 65" x 8• x V2' TH. BASEPLATE 4" �2) BASE PLATES S5x7 BASEPLATE ST4- m HORIZONTAL ROW BAY A' B" T ALL. ALL 1.438 1.313 .083 HORIZONTAL STRUT A -LF=1 DIAGONAL m ROW BAY A' B" T ALL ALL 1.438 1.313 .083 Q-� DIAGONAL STRUT u_ z O z IG 1' 11/2" x 3" f 3-PIN BRACKET IC TB I�SJ LOAD BEAM TO COLUMN CONNECTIONS TBM 17/16" ADJUSTABLE BRACKET A DIA 4 • 4 A • ° • °• • SEE CHART 1 FOR SIZE/LOCATION S )ANcHoRs BEAM SECTION ROW BAY LEVEL PART NUMBER BEAM TO COLUMN CONNECTION WELD A' T LENGTH AB,C Exrge• LJoAD eEAns ALL IG6 4186U 096 IC G 4.188 .059 .96 AB,G INN. 96' LOAD BEAMS ALL IC6 6004U 096 A C 6 .075 96 D AU- 96' ALL IC6 4186U 096 IG G 4.188 .059 96 AB,G Exr4B•LOADBEAMS ALL IC6 4186U 048 IC G 4.188 .059 48 AB,C i VT. 48• LOAD BEAMS ALL IG6 6004U 048 A G 6 .075 48 D . 48 BAY ALL IC6 4186U 048 IG G 4.188 .059 48 E ALL ALL IG6 4186U 058 IC C 4.188 .059 58 D 48• BAY ALL IC6 4186U 048 IC G 4.188 .059 48 D 120" BAY ALL 106 6004U 120 IC G 6 .075 120 AB,C,D 9 BAYS ROOF IG6 4186U 096 A 5 4.188 .059 96 AB,C,D 48.6AYS ROOF IC6 4186U 048 A 5 4.188 .059 48 E 58' BAY ROOF IC6 4186U 058 A 5 4.188 .059 58 D 120' BAY ROOF IG6 4186U 0120 A 5 4.188 .059 120 AB,C,D 48•, 9•. 58• BAYS EVAP SUPPORTS IC6 4186U 048 IC 5 4.188 .059 48 I LOAD BEAMS TYPE 5 - STD WELD TYPE G WELD TYPE A WELD ROW GUY ALB 3 39 C 3 48 ems 0.0 CV x COPP ROW SPACERS 4102" THK 0.406 (2) REQ'D fl,53 57x1.14 SLOT (2) REQO REVIEWED FOR CODE COMPLIANCE APPROVED FEB 06 2014 City of Tukwila BUILDING DIVISION 2� ISOMETRIC VIEW RECF!VED CITY OF TUKWILA JAN 2 It 2C14 PERMIT CENTER z U C 0 U L) . n n material handling and storage products FRONT VIEW - INTERCHANGE A ❑ // ❑ ❑ ❑ SIDE VIEW WHOLES TX co U XDX TUBE CROSS SECTIONS ROW BAY PART NUMBER COLUMN GROSS SECTION A" B" G" T D" BASE PLATE # OF ANCHO' °.PIAMETE' ANCHOR ANCHOR EMBEDM ANCHOR LENGTH A £ B ALL (FRONT) TX C 238 3 3 .126 .75 68 2 1/2 3 4-3/4 TF 06 S154 238 A $ B TX G 192 3 3 .126 .75 68 2 1/2 3 4-3/4 TF 06 Al 00192 G ALI. (ems POST) ALL (FRONT) TF 06 S1 54 238 TX G 238 3 3 .126 .75 68 2 1/2 3 4-3/4 G ALL. (BACK) TF 06 5148192 TX G 238 3 3 .126 .75 68 2 1/2 3 4-3/4 D Et. E ALL TX G 238 3 3 .100 .75 68 2 1/2 3 4-3/4 TF 26 5144 238 UPRIGHT OLUMNS 17/16" 3" 1/1/11/7 1' 0 PLo 1 ST • DAD BRACKET 3-PIN BRACKET IG IG TB (S LOAD BEAM TO COLUMN CONNECTIONS TBM 6' 7/8" VARIES i9 1/8- V 41/4 1/8' V 68 6.5" x 8" x 1/2' TH. BASEPLATE 4' (2) BASE PLATES A 5x7 BASEPLATE DIA. 4, 4 e 44 .4 4 a 4 4 4 4. SEE CHART 1 FOR SIZE/LOGATION *ANCHORS BEAM SECTION ROW BAY LEVEL PART NUMBER BEAM TO COLUMN CONNECTION WELD A T LENGTH A,B,G Dcr go. wffoBEAM5 ALL IG6 4186U 096 IG G 4.188 .059 96 A,B,G irrr. 96 LOAD Bev •Is ALL IC6 6004U 096 A G 6 .075 96 D ALI-96• Au. IG6 4186U 096 IG C 4.188 .059 96 A,B,G Exr4e• LoAo BEAM5 ALL IG6 4186U 048 IG G 4.188 .059 48 A B, C 48• LOAD BBB ALL IG6 6004U 048 A G 6 .075 48 I D vr. 46• BRAY AL. IG6 4186U 048 IG G 4.188 .059 48 E ,,1. AU- IG6 4186U 058 IG G 4.188 .059 58 D 48' BAY ALL IC6 4186U 048 IG G 4.188 .059 48 D 120' BAY ALL IG6 6004U 120 IG G 6 .075 120 A,B,G,D 96' BAYS ROOF IG6 4186U 096 A _ 5 4.188 .059 96 AB,C,D 48* BAYS ROOF IG6 4186U 048 A 5 4.188 .059 48 E 58• BAY ROOF IG6 4186U 058 A 5 4.188 .059 58 `� B Y ROOF IG6 05000144 A 5 5 .059 144 AB,_, ea•�,, sa' BAY�s %:66 186U 048 G 4.188 .O suers % LOAD BEAMS Row QTY x' ALB 3 39 C 3 48 00 x ROW SPACERS L.107THK Ii 53 57x1.14 SLOT (2) REQ'D FILE COPY Permit No. Plan review approval is Approval of con thc ►v oiatio n1 appro By HORIZONTAL ROW BAY A" B" T ALL ALL 1.438 1313 .083 nissions. documents does not aphorize or ordinance. Receipt wiedged: City Of 1'skwila BUILDING DIVISIO ROW ALL ale BAY ALL A' 1.438 B" 1.313 .083 (.3) HORIZONTAL STRUT (4 DIAGONAL STRUT r2� NEV1ION NO1_. ISOMETRIC VIEW 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 WIC City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER lig DI�I OO&2 material handling and storage products a)T,( Z03 0 V-- D zkg evo c0 TYPE S - STD WELD TYPE C WELD TYPE A WELD