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Permit D12-303 - CHAMPA CERAMICS - STORAGE RACKS
CHAMPA CERAMICS 1167 ANDOVER PK W D12 -303 City oliI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049097 Address: 1167 ANDOVER PK W TUKW Suite No: Project Name: CHAMPA CERAMICS DEVELOPMENT PERMIT Permit Number: D12-303 Issue Date: 10/10/2012 Permit Expires On: 04/08/2013 Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: CAMERON OLIVA Address: 18290 ANDOVER PK W STE B , TUKWILA WA 98188 Contractor: Name: WAREHOUSE SOLUTIONS NW LLC Address: 29026 39 AV S , AUBURN WA 98001 Contractor License No: WAREHSN912CC Lender: Name: Address: Phone: 206 762 -8395 Phone: 253 - 709 -4696 Expiration Date: 02/03/2013 DESCRIPTION OF WORK: INSTALL 62 PALLET RACK BAYS IN BUILDING Value of Construction: $0.00 Fees Collected: $338.46 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -303 Printed: 10 -10 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of thi construction or t to this permit. Signature: Print Name: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. ermit does not p erformance of work. I ( give authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit and agree to the conditions attached (Mio/ a/kJ 0 l't/,- Date: This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available 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. doc: IBC -7/10 D12 -303 Printed: 10 -10 -2012 6: All construction shall be done in conforms with the approved plans and the requirem f the International Building Code or International Residential C International Mechanical Code, Washingto ate Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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: ** *FIRE DEPARTMENT CONDPI'fONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 16: 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 sprinlder at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 17: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 18: 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) 19: All new sprinlder 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). 20: 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) 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: 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) 23: 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 nun) 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) doc: IBC -7/10 D12 -303 Printed: 10 -10 -2012 24: Fire extinguishers shall not be obstructer obscured from view. In rooms or areas in 111 h visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguish (IFC 906.6) 25: 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) 26: 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) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -303 Printed: 10 -10 -2012 CITY OF TUK Community DevelopirDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Peet No. a «s 2 ( Project No. Date Application Accepted: I y I 2 Date Application Expires: - 0 11-1V; (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 1167 AN6O V E R PAM K Ll1 Tenant Name: C N i nil l' 4 C AM( Gr King Co Assessor's Tax No.: Suite Number: L(A/T 13 Floor: New Tenant: a' Yes ❑..No 3S-0210119'U 97 PROPERTY OWNER Name: CAC R UN ow vi Name: j N Q C r) P P2 oni ft ri i&J City: yiji i< wiLA State: WA Zip: 7 ,/ iiOId) Address: 7,'17 r• 8 Lyu V w�/4'(/ Si City: l\ Y v.c2 State: /' O Zip: 19 0 I, ii CONTACT PERSON — person receiving all project communication Name: CAC R UN ow vi I Address: l a 4'U AA14 U v i /°Aa , GO pie City: yiji i< wiLA State: WA Zip: 7 ,/ iiOId) Phone:d 06 76 1 ., d'& 9,1-, Fax:1 L 6 ?6°I t (ft 74 Email:CA»J t 0 4 1 (a Cr-f4n4I4I CrR4/VN AI, a GENERAL CONTRACTOR INFORMATION Company Name:. tABV140/0 kk g J'U1.0111,4S No/ Address: 7 eo P0 J t ,A,A/1 ✓ 8, City: M / 6 I, A,AA, State: Zip: /9/ U-1y,_ !� /A Phone: ,0 6 S j_ 7 J .,'� a Fax: s (.9 D q 1' 71727 / Contr Reg No .:w Alt itfNq/aCGExpDate: j_3. /J Tukwila Business License No.: H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- I2.docx Revised: February 2012 bh 44 ARCHITECT OF RECORD Name: Address: Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION_ 206 -431 -3670 Valuation of Project (contractor's bid price): $ S i 0y . 1 f Existing ding Valuation: $ Describe the scope of work (please provide detailed information): 1NST4LL G.z PALL5Y R Cd( ,8A' f 1AJ /f I/ /LA/AJ6' Will there be new rack storage? 2.... Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ 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 NI No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line12012 ApplicationsTermit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2nd Floor 3`1 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 NI No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line12012 ApplicationsTermit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — 1 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 OW FR OR AUTHORIZED Signature: Print Name: C/4-A4 iii/ D�Lrf�4 Date: 9Vol `A Day Telephone: aV 0 71 o r e .) r Mailing Address: /J)0190 o AA/ P (il. W I 4i w/ G'- 6/ M 9//1/ City State Zip H:Wpplications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 4 of 4 PUBLIC WORKS PERMIT INFO TION — 206- 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate s Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ... High line ❑ ...Valley View ❑ ... Renton ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on . ite septic system, provide 2 copies of a curren c design approved by King County Health Department. enton 0... Seattle Submitted with Application (mark bo s which apply): ❑ ,. Civil Plans (Maximum Paper Size 2" x 34 ") ❑ .. Technical Information Report (Storm 1 • *nage) ❑ . t eo hnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑ ... Insurance 1 ... Easement(s) ❑ . M • tenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 h rs ... Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance 0... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protecti Irrigation Domestic 7: ter 0... Work in Flood Zone 0... Storm Drainage ❑ .. Permanent Water Meter Size ❑ .. Temporary Water Meter Si ,� 1) ❑ .. Water Only Meter Size ... ❑ .. Sewer Main Extension.. Public ❑ .. Water Main Extensio Public andon Septic urb Cut .. Pavement Cut ...Looped Fire Line 0... Grease Interceptor ❑... Channelization 0... Trench Excavation 0... Utility Undergrounding WO # (2) " O # (3) " WO # WO # (2) " # (3) " WO # WO # ❑ .. Ded Water Meter Size Private ❑ Private ❑ FINANCE INFORMA N Fire Line Size at Pro. Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthl Servic : illin to: Name: / Day Telephone: Mailing A.•i ess: Zip City State Water ter RefundBilling_ Nam / Day Telephone. Mai ng Address: state City Zip H:\Applications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 3 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049097 Address: 1167 ANDOVER PK W TUKW Suite No: Applicant: CHAMPA CERAMICS RECEIPT Permit Number: D12-303 Status: APPROVED Applied Date: 09/12/2012 Issue Date: Receipt No.: R12 -02829 Payment Amount: $206.90 Initials: JEM Payment Date: 10/10/2012 03:17 PM User ID: 1165 Balance: $0.00 Payee: CAMERAON S OLIVA, NORMAC INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 096306 ACCOUNT ITEM LIST: Description 206.90 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 202.40 640.237.114 4.50 Total: $206.90 doc: Receiot -06 Printed: 10 -10 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049097 Address: 1167 ANDOVER PK W TUKW Suite No: Applicant: CHAMPA CERAMICS RECEIPT Permit Number: D12-303 Status: PENDING Applied Date: 09/12/2012 Issue Date: Receipt No.: R12 -02581 Initials: JEM User ID: 1165 Payment Amount: $131.56 Payment Date: 09/12/2012 10:35 AM Balance: $206.90 Payee: CAMERON S OLIVA, NORMAC INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 059822 ACCOUNT ITEM LIST: Description 131.56 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 131.56 Total: $131.56 doc: Receipt -06 Printed: 09 -12 -2012 1 INSPECTION NO. INSPECTION RECORD Retain a copy with perm' 12-303 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367Q, �% Permit Inspection Request Line (206) 431 -2451 t; uV� Pro c : 1 A ` ,, k jfA�.{CGS Ty ��-°f Inspection: (" �J t �1 , ^� T. tUA- L +V ° Address: i l n A4D0UFA V� Date Called: Specialnstructions: � /_ PA �1 r Acl Date Wanted:. — 2 _ a.m. P.m. 2 • ((J ,. v!_ 64 - Requester: Pho e No: Co —7(2 !Q ? q . _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: fdUT coaA .fleoC Inspector: Date: 2 13 REINSPEtiION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 1' kr INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di 1-3x3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 41 Project: hg 14 (e, 44.,; cs Type of Inspection: Fi..c. Folk' Address: 1 .1 G-7 AI „Al.._ Pk W Suite's #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Y Sprinklers: Y Hrs.: Fire Alarm: n/ Hood & Duct: A1 Monitor: Pre -Fire: Permits: /4 p, LP Occupancy Type: C --1 Inspector: 4.wi x )1 Date: /r - ).)_) . Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: ' Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • ,; • . _ • • • - - i INSPECTION NUMBER INSPECTION RECORD . Retain a copy with permit - 30 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: C( ,�, 4 Ce -, vi, c s Type of Inspection: ----11-e CI VII itl-- .-_ Address: it 0 7 Suite #: tzt-pk1 Contact Person: Special Instructions: \1 Wis)-efr tiA4Aet-)0(.... 5 Phone No.: Approved per applicable codes. P<Corrections required prior to approval COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: A.i 6 EXTI \1 Wis)-efr tiA4Aet-)0(.... 5 MCC 7s' c€24- it6 ( 17)1. sioilv cr. ■ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:4, , _ --- Date: /// // Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 'Ithe City of Tukwila Finance Department. Call to schedule a reinspection. r- Billing Address Attn: . Address: Company Name: City: -_ State: Zip: Word /Inspection Record Form.Doc td 6/11/10 T.F.D. Form F.P. 113 .: • Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d October 25, 2012 File: 12 -614 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Champa Ceramics 1167 Andover Park W. D12 -303 A.A.R. TESTING LABORATORY, INC. GONSTRU;;TIO/1 IN, "LCT ION LN] MATERIAL TESTIMO NATIONALLY,'. CEPTEO LABORATORY ) mirc 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 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: Champa Ceramics - Cameron Oliva Warehouse Solutions -Robert Smith Tel: (425) 881 -5812 Fax: (425) 881 -5441 7126 1 80th Ave. NE a P.O. Box 2523 * Redmond, WA 98073 Field Report Report #: 55954 Testing Lab,,.oratoryl Inc` 7x926 180th4Ave q5E , Park 78,0, Sui C10,1, RedmondowA {98052; . iPhone 425i881,5812�4F�ax 425k881! 5441 „,P;a Client: Champa Ceramics 182908 Andover Park W. Seattle, WA 98188 Contact: Cameron Oliva Protect Number: 12 -614 Permit #: D12 -303 Project Name: Champa Ceramics Address: 182908 Andover Pk. W. Inspection Performed: Proprietary Anchors Date: 10/24/2012 Time: Temperature: Anchor bolts for pallet racks per drawing 101. Verified installation of Hilti KB -TZ, 1/2" x 4 1/2" anchor, Simpson Strongbolt 2 used in leiu. 4" embed required, bolts not long enough, received verbal approval from engineer, Raichle for said length. Distribution: • Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden REVISIONS No changes shall be made to the scope of work without prior approval of _ ' Tukwila Building Division. i t ; .T•.'s ons will r ^quro 3 ncw-p!nn subm lt,i i c..i may inz,iude additional plan review feed C O C @ 1 FELE COPY �' 1 Perrdit 14o. .� pion review approval is subject to errors and om authorize 1. 'al of construction documents does 3: lion ofi . ray adopted code or art,' lance. Receipt fir pproved e,d Copy and ca , wledged: `z By U' <� Date: ' /!% Cry Of Tukwila BUILDING DIVISION 0 0 • m • • ems • • ® • • 6f • • 1S3AA )f2!`dd 8 AOONV •.a•r••km=•• aim. •• ®•••=s••• as •• m•• as• s s•as • ®••as•• ammo •• SEPARATE PERMIT REQUIRED FOR letechanicid &Plumbi g Dieas Pipina City of Tukwila BU'' DING DIVISION MIDLAND DRI 0 Z 0 CO r CD 0, 0 0 Z 2 0 Z T Z v o Y n CD 4 T „-- Y i c L) rr C) r BUILDING A 1179 T- Y VI a Y r C:7 T r ti CO Y T 0 T Q1 Y SEPARATE PERMIT REQUIRED FOR letechanicid &Plumbi g Dieas Pipina City of Tukwila BU'' DING DIVISION MIDLAND DRI 0 Z 0 CO r CD 0, 0 0 Z 2 0 Z T Z v o Y n CD 4 T „-- Y i c L) rr C) r ao•• as •• CD •• es •• a® ••m ••as ••® ••as •• aom .• ®• •® ••as •• maw ••me •• o ••as ••moY-• •mss •ate • 0 I0 cr Lu s 0 7 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 8 2012 City of Tukwila BUILDING DIVISION RECtivcj CITY OF TUK ILA SEP 12 2012 PERMIT CENTER 7\2'W3 z SPECIAL INSPECTION FOR STORAGE RACKS (OVER 8 FEET) Periodic special inspection is required during the anchorage of access floors and storage racks 8 feet or greater in height in structures assigned to Seismic Design Category D, E or F. IBC 1707.5 and TABLE 1704.4 (4) Inspection of anchors installed in hardened concrete. 152 •01 .11-1 191 M,, 2E Coy) 11.5? '8 I.H',02 !,N;,hh (0 2) 15'a WON ,15?'53 1W,91 r",,hh (O2) ,5'EI • • ,ti 1,$ ?'O/ , It 'Alin V)) PERMIT CENTER cic sT©I -LK,9I �,�� �) REVIEWED FOR DE COMPLIANCE APPROVED SEP 2 8 2012 City of Tukwila EUILu 11G DIVISIO 0 W tY cr V J v.) igi4 t,.) rx) ILL„ (2c L) 0- ,4c � b z z 2067628372 Fitt L l b .i:PKT- 11sf. %E, ay. • .1.6o0 . 4°x.0 * nG /BX Tj(4JMe... .. .'. coo eerroo9 410 rEgt 1 CC izelvar AV, Z512301-3 /117.77-- 2 ' /.Z `'0 hin. TT '1 <p -T-2 PER' Tcc ' REVIEWED FOR . &w( 6 09 ..CODE COMPLIAN .APPROVED SEP 012 OORRECTI - ...; .' LTh #. 4), QT City of Tukwila" RECEIVED CITY OF TUKWILA SEP 2 6 2012 PERMIT CENTER ,7 I C H 4.'1/.24 CEA am 1 c s LUG? gWDOVER ReiRK W JT TUK(4414,WASf/l/I�TO4 0WN: Sm . E. ,.. • ... CJ... INN , ;: 1 • l tYf ti _ , •Y -'�` ENG'D: erk t, I � T^ -: ,9�s1 a ' i , JOB NO: �200009y 1-I �%- :'• ' ... 4* �i: ann 44, DATE: .5 : •ZS :/ 2 NGiNEERS NORTHWEST, INC. • 13889 WOODLAWN AVE. N.E. btx� pEATLE, WASHINGTON 98115 s• kmL G ,,� . ;. : �9 Lµ��G �' ` , • — SHEET: G-1 IEIN'\'V ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT /# 12 01)U 00g PROJECT SUBJECT 68869 WoWLLWN/ AvE. N. E., #205, SEATTLg, WA 98115 (206) 5257560 FAX (206) 522 -6698 !�� �-itfllol/E7zAWA'r.vesr- Cifie �/4 DATE .9— Z5- -fZ. % iIt. S C.c"7, ! /GS SHEET / OF- 1 2 00 9 / � C `� ,4 S �/ �� 7- O BY 44.1., ().'gyp-SPs .W-71 +Z RP 0 (�)�,933)O)(i) we 2.5- l J z 0. /$d W/ (uLT) x 1. L rsoskP. w & o, i f tJP. 0 ?) 42,5 \/ o. 05 kit. • • • • goo-, e„ 6:p`20 .t1fge7Ga/. G4?417 o (-C-vIrS . G2. / . 6s`l .. 10.Z o4 :(1•c)(D,IS) Vt D. l44 • u ,/ r% y 2(.1v1)- Qrn 6,14 IV 11o,z5)'� 2.�Z K.-ft v =0r9‘ l • ct; • cV 2.)1Y z 0.5) 2 . c_ v `T) . d,7'(931) z 4, (5) 431 .0- 4'70.) t0,S. "- = ;0, ?eo (14) = ., s -56) /./C -Cue .1.400 S. +x 0.4.49 = j. 440 2, S OS Z D, 93' S a .a. 0 48- 09/25/12 TUE 09:27 [TX iJ S4ro ASS REVIEWEIPFOR lippE COMPLIANCE APPROVED SEP 2 8 2012 City of Tukwila BUILDING DIVISION ENT• • ENGXNtERS NORTHWEST, INC., P.S. STRUC?i [J"RAL ENGINEERS 6869 WOODLAWN AVE. N. E., 1 205, SEATTLE, WA 98.1) 5 (206) 325- -7560 Fax (206) 522 -6698 PROJECT # 12 UO D O 9 PROJECT _ . DATE 9 ' u SUBJECT 66K____,K5 SHEET 2- OF 4V BY any CIF-L4 s. LA LA 4-11'J 6:44, u:W,1,4 A1,01-: 44 Card cam-/- _ . Z-Se-? PsT ,4-6 3p°K "A.( ES nom fed46 _ our- 7- C 4 wjrmE3ff ,vv .A. ' ( , fek C., f WS E Icso i - 0/43e. it c7/4D/cl1. LAW 6157 U.UL8 /H(' `-) UL 4 .1re • .I:.S,3 (6)(0.7:3) V 2 (v) . Pu u ■0T fi<- jl! �T .2 �/ , du Uya, 0) /I/JL bah aau5)160)01. c.49 ► �_. ; :k <� 0. 3. dC, > d2. o,00p 1.z(2, 5 REVIEWED FOR CODE COMPLIANCE APPROVED Et. O k: Ci BUIL 2 8 2012 of Tukwila ING DIVISION 09/25/12 TUE 09:27 [TX /RX NO 9974] Home» Latitude and Longitude of a Point To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the... Address: 1167 Andover Park West, Tukwila, WA j:Go Map Center: Get Address - Land Plat Size - Street View - Google Earth 3D - Area Photographs 37 (. Try out the Google Earth Plug -in. Google Earth gives you a 3D look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and elevation information. Latitude and Longitude of a Point Note: Right click on a blue marker to remove it. r�. Clear /Reset All Markers C— Center Red Marker Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: 47.444183 Longitude: - 122.254512 Degrees Minutes Seconds Latitude: 47 Longitude: -122 26 39.0588 15 16.2432 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long ° for S Lat or W Long. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: r "'Sh'ow 'Point. Example: +34 Latitude: Longitude: 40 50.12 for 34N Degrees Minu REVIEWED FOR IODE_COMPLIANCE APPROVED 0‘ 50. p.,,.2 8 2012.::. Iles Seconds ;City of Tukwila BUILDING DIVISION Stxow;POint ;� Design Maps Summary Report Design Maps Summary Report User - Specified Input Report Title Champa Cermamics Tue September 25, 2012 19:28:21 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 47.44418 °N, 122.25451 °W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I pra R lOf', lii7?3'r1f:FS Page 1 of 1 3• -fabss 4 i tt i USGS- Provided Output S9 = 1.400 g SMS = 1.400 g S: = 0.479 g SM,. = 0.728 g 1. S 1.50 1.35 1.233 1.35 ; 3.30 3.75 MCE Response Spectrum 0.0 0.210 0.40 0.50 0.00 1 0 1.70 3.40 3..0 1.80 7.00 Period, T (sec) tt'ar,4 s 315134143; SDS = 0.933 g Sol = 0.485 g Design Response Spectrum 1.1 f1 1.33 0.30 3.40 0.70 01 0.63 3.50 0.443 0.30 0.30 0.10 0.043• 3.00 0.20 0.40 0.00 tts0 1.00 1.20 1.40 1.440 1.00 zoo Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or imps accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. - -DIED FOR ',•:B COMPLIANCE APPROVED SEP 2 8 2012 http:// geohazards .usgs.gov /designmaps /us /summary. php ?template -- minimal &latitude =4 City of Tukwila BUILDING DIVISION 12 ANCHOR DETA/L FILE C !J PY TOP Vitw sly REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 8 2012 City of Tukwila BUILDING DIVISION ,'F I /' ■�I ti 1 1� RLGhivt►� CITY OF TUKWI SEP 12 2012 PERMIT CENT1 A R 0H PA C�i2S3a� FILE COPY _...,. to fkB There are four basic LM upright frame models in various sizes and gauges. LM 10 - LM 15 - LM20 - LM30. LM40 is available for special application. are continuous mig welded to upright for maximum strength. Use 11/2 x 11/4 channels and 3/4 x34 channels used on LM 10 uprights. There are absolutely no dead spots along full height of column, permitting beam placement freedom. Each column has a foot plate pre - punched for lagging to floor. rat ki4AN1 i° Based on minimum yield point: 1.92. Conforms to standards of the American Iron & Steel Institute (A.I.S.I.) and Rack Manufacturer's Institute (R.M.I.) Order frames by catalog number. All frames carry the prefix LM followed by 6 or 7 digits. The first two digits designate the frame model number. The remainder, the size. Example: LM 30 120 36 Heights- 6 ft. to 24 ft. in 1 ft. increments. Depths- 2 ft. to 5 ff. in '1/2 ft, increments. Heights- 3 ft. to 35 ft. in 1/2 ft. increments. Depths- 11/2 ft. to 6 ft. in 2" increments. 1 •-. 3 42 40 35 ?a i a ..,.,T.-. .j§ 42 9.998 009 28 .12.313 0.08 46 9.129 0.10 31 11,242 0.09 50 8.399 0.12 33 10.343 0.11 54 7,777 0.14 35 9.577 0.13 60 6,999 0.18 38 8419 0.16 62 6,773 0.19 39 . 8.341 0.17 66 6.363 0.22 41 7.835 0.19 . 10 5.999 0.24 43 7.388 0.21 74 5.675 0.27 46 6.988. - 0.24 78 5,384 0.30 48 .'6.630 , 027 - 82 5,121 0.33 50 • 6.306 0.29 ' ,86 4.883 0.37 52 6.013. .0.32 -:90 4.666 0.40 54 &746 0.35 ;94 4,467 0.44 56 5,501 0.39 ' 96 4.374 0.46 57 ' 5.387 0'40 98 4.285 0.47 58 5,277 0.42 102 4,117 0.51 61 5.070 045 106' 3,962 0.55 63 .4.879 0.49 .110 3.818 0.60 65 4.701 0.53 114 1634 0.63 67 4,536 ' 0.57 120 3.280 0.67 70 4.309 0.63 126 ' 2.975 0.70 73 4.104 0.69 132 2,711 0.73 77 3.772 0.73 138 2480 0.77 80 . 3.451 0.77 ' 144 30 25 15 10 5 36" 0.80 83 3,170 0.60 II20 48" 60" 72" ea" a BEAM SPACING IN INCHES ii =:=;".01 ^.. �.$�� k':a;J14 a: . ' l' :i t. After determining clearance between shelves and selecting total required capacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds required total frame load. 1!3,.4 t 4 r,�. 3" 1-111 F f" 1-L 'J LM 10 LM 15 LM20, MO, LM40 RECtivEt) CITY OF TUKWILA SEP 12 2012 PERMIT CENTER LM 40 3x3x.135 LM 30 3x3x 105 LM 20 3x3x.0 LM 15 3x1516 LM 10 1314x' z W . 48 21: 60 1,7: 5 REVIEWED FOR CODE COMPLIANCE APPROVED 075 SEP 2 8 201296 518x .075 City of Tukwila0e BUILDING DIVISN LBF354 0•,..;.4•5., yva n 4-le le, .a✓ Fes, 23r4 31/2 LBF404 2'/i 4 • t22D3 ?a i a ..,.,T.-. .j§ 42 9.998 009 28 .12.313 0.08 46 9.129 0.10 31 11,242 0.09 50 8.399 0.12 33 10.343 0.11 54 7,777 0.14 35 9.577 0.13 60 6,999 0.18 38 8419 0.16 62 6,773 0.19 39 . 8.341 0.17 66 6.363 0.22 41 7.835 0.19 . 10 5.999 0.24 43 7.388 0.21 74 5.675 0.27 46 6.988. - 0.24 78 5,384 0.30 48 .'6.630 , 027 - 82 5,121 0.33 50 • 6.306 0.29 ' ,86 4.883 0.37 52 6.013. .0.32 -:90 4.666 0.40 54 &746 0.35 ;94 4,467 0.44 56 5,501 0.39 ' 96 4.374 0.46 57 ' 5.387 0'40 98 4.285 0.47 58 5,277 0.42 102 4,117 0.51 61 5.070 045 106' 3,962 0.55 63 .4.879 0.49 .110 3.818 0.60 65 4.701 0.53 114 1634 0.63 67 4,536 ' 0.57 120 3.280 0.67 70 4.309 0.63 126 ' 2.975 0.70 73 4.104 0.69 132 2,711 0.73 77 3.772 0.73 138 2480 0.77 80 . 3.451 0.77 ' 144 2.278 0.80 83 3,170 0.60 t22D3 LMT offers a wide range of capacities plus Versa - Shelving and Drive -In (High -Cube) Racking. This means you can obtain and install from one manufacturer the system that F..AM. I` Lo`' Pv2yFust & 1,C1 Llp,T An economical answer to storage of hand loading systems requiring more than regular steel shelving. s s 7 iry °, A7.S::' ,,yy; ..,„f RACK CK 15 UpTt; h.t . The basic systems of modular pallet racking for all regular:itorage applications, with strength and;safety, at realistic costs. 1 9 2 8w '�vJ rxp'< The popular range of pallet racking in seismic areas. t< 1,fiV -_ 4.97 fi; ACk' M:3 fy `r h ' f' ..Features 3" square`columns, a rack system for the heavier Toads and the high rise, high cube application. AOK 11..1 4,0 Upii This upright offered on application only. The LM 40 offers additional strengths where impact properties or greater load requirements are needed. Subject to Inquiry. d a � s matches the requirements of a particular applicatione whether your warehouse is hand, pallet or high -rise storage. d Fri 2" - 3" depth to 120" span for hand loaded items. e it ��A Pa 2" — 31/2" depth to 144" span for hand loading and lightweight pallets. 6 CL'C'SWAM 3" — 6" depths to 144" span for standard and heavy pallet loads. 31/2" — 41/2" depths to 168" span for standard and medium pallet loads. RACKETS T yr RiP FINGE.R BRACKET Quick adjustment on hand loaded storage. Fabricated on "Z" or Open Beams. Interface, with all upright frames (side hole, drop -in lock- ing pin on2r��e��q��u�e^ request). $ �r' .: ,='�.Q'n 4;K:aF F.i:M.�+^CKET 3 stud connection with automatic snap lock. High stability and effective load distribution to the upright frame. Interfaces with all frames except LM 10. The LMT design represents the most proven up to date concept in a boltless, easy to assemble, durable storage racking system. Precision parts manufactured to provide ease in erection and change over to handle the wide variety of applications for today's and tomorrow's storage systems. LI,FT Conventional 1, 2, or 3 pallet facings per load beam bay with adjustable storage levels to 32 feet high. Versatility is obtained when a wide variety of different size products must be hand stored along with your standard racking needs. a S'r d4,y1 .a.m LMT personnel have over 25 years experience in storage racking. We have, and offer to you, our ability to solve special or unusual problems. The fact that over 75% of LMT racking business is from existing clients speaks well for our products and service. ,. The high cube, high density, storage system using components from all our storage rack systems. LMT can offer the wide range of steel modular systems to meet your needs. RACK IVEZZAWNES For pallet feed and walk -pick retrieval complete with catwaks, railinas and access stairways. • Wft134af Ut Se e 1 PPPPIP giaZg CA p. •0 4 N WEIGHT PER PAIR • t. o lo '8n 0 IN Ca Ls In I.J1 CO Watt'AEO SAFE LOAD PER PAIR ocappD 43 V CO \ . . . So; rj .o .o (Poo ai --4.4 Z.11:4VM iq Os a. Cli ... .. • . • .. b q 1 1 PPPP..›I :-J:.IPPm P:00:0 Mg? rIsk TWs'"1 0, V NG, Oa IN la V ft' 11 Pegg ftW45'ftg La Lsk3 MI'.) N -.Co ! ff ig ag-511 ,,,,•M ...,0,1go Cy. 0”..1 V V O. IN, 0 Os Cll N .0 P) CD P. :0 :0 13. P P P Ts) nem 'g EarA Un§ 4 ggio .b.-4ile. t.e.this'io IR . •- .... 1 15a6R2.*48V Fs1Z*48 gpp,s0.70:0 PPP" -. i nia§ EEN§*.al.' tr..6M a -7 0 Et g MI t ratell Z 71 -E. ijg I I a . ...: -.........:^ g :9:0015:6 s)1.112 PoS4P.P.P, _,. cp ,ok 43 .11Ao. 0 o-ogi40. 1 NSTog N 'V • ....l• V ..., 0 CO N A. A: 43 . , . 43 .0';A;Aa4 (...141*.t.i• . : • . . i. .. . .. ._ ., .. 0.7.1iggi* tijniatti ' -.2Z-40 00002 DEFLECTION IN INCHES W.18tA t8:1b113 WEICW PER PAIR . . - . . .. . . . c..-.;E,-- . . + U3SPRPAIR G • .DEFLECTION •.o s..-■ pop • INCHEa Li; 1:sgew . • . • • - • WElialOWS.: ta,tWg • PER PAIR 1 • • 1 1 1 11111 .0 V 0. N • • • SAFE LOAD U3S. PER PAR DEFLECTION INCHES MIGHT LBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION INCHES • *, • • 111M901.8.5.. PER pA1R , SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHTLBS. PER PAIR - . - . . •• VkFIELOAD'Y LAS. PERPAIR. DEFLECTION ftEIGHT6S, .PERPAIR ••• Itufs'a% rage* 81:881.31,7glvalftZ181cg&ZI LENGTH • , • 11; ftg`g.,'63.2? 1 1 1 lilt! 1 I I • 1 ' 1 1. 1 •"` VCOONg 0 Crs(AIN v Lt• Vtga% 5 ? .? iN • V Ca ft g taa.s 11111 h i l l -••• NNN N N NNS.4 Y:311.18 CA (A th CP CA 02 Co ev.agn .0 V.0 v V Co 02C., 0 C.Itto Ca IN ID Co 0. In 0.• Co ft .5., 0". •.... :414.8gZ re.). swgft MgE (..n -a 02 (12 CT A.G....0 s.psapis. NCO CA V COW Cot, Co 8fis&&& 3-0 !..P..P• 8.tkaa 1.11\111,11,) •,0 Co PIPP•f>.'", 0 on cpcn ...44)00.a Co C/1 CO vtaNOW 88= DEFLECTION INCHES 1NEIGHTtBS. PER PAIR SAFE LOAD LBS. PER PAIR DEFLECTION •, INCHES \ WIGHT LBS. PER PAP \ SAFE LOAD LBS. PER PAJR DEFLECTION INCHES WEIGHT LBS. PER PAIR CLEAR SPAN INCHES SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHT LBS. PEP PAIR .SAr-E LOAD LBS. PER PAIR DEFLECTION , INCHES . • WEIGHT LBS PRPA1R.. . , . SAFE LOAD LBS. PER PAIR DEFLECTION INCHES WEIGHTLBS. PER PAIR • 1 JUL 03 '02 05:42PM P.2/16 AMERICAN PALLET RACK SPECIFICATIONS �t3.z. trONIV �4f 1 "PALLET RACKING° is a steel storage system designed for pallets and bulk storage. By placing pallets on beam levels, available space within your building cube is maximized. A rack section consists of two main components, the endframe and the beam. Four beams are required per section for lateral stability. 1.2 North American racking is adjustable on 2" centers. In a retail and warehouse enviroments the demands of merchandising and seasonal variations requires the constant rearrangement of the storage levels. 1.3 Under "normal° warehouse application the rack arrangement, pallet height and beam spacings remain constant. If the current rack elevations have been altered and exceed the following stated levels, then these calculations are no longer valued and must be re- issued. 1.4 Endframes consist of two columns with four vertical bends per column. These are secured with box type horizontal and diagonal braces by mig welds at four points per brace. Each endframe has two footplates for anchoring to floor. The heavy gauge footplate distributes the Toad over the concrete floor. Two holes serve for easy floor anchoring from either side of the frame. 1.4.1 The common endframe capacities are calculated for 2 or more equally spaced beam levels per bay on standard or seismic footplates. The maximium unrestrained strut height is the height from the floor to the top of the first beam level or the beam spacing if greater. More levels than calculated may be fitted to the bay so long as the allowable capacity of the beams and common endframe (load per bay) are not exceeded, based on maximium unrestrained height. 1.4.2 Where an upright frame is not braced against sidesway in the longitudinal direction, the following shall apply: for the portion of the column between the bottom beam and the floor, the effective length factor (K,J shall be 1.2 if the base is anchored and 1.7 if the base is not fixed. For the portion of the column between the beam levels, the effective length factor (K,J shall be taken as 1.2. Where the endframe is braced against sidesway in the longitudinal direction, the effective length factor (K,J shall be 1.0, provided that all such racks have bracing in the vertical plane and such racks have either a rigid and fixed shelves or diagonal bracing in the horizontal plane designed to eliminate sidesway of the upright frames. The effective length factor (K.,) for the portion of the column between braced points is 1.0. The effective length factor (ICJ for torsional buckling is 0.8. 1.5 Structural or Rollformed beams for pallet and shelf loading are available in a variety of heights depending on the load requirement. Each beam has two end connectors. Each connector features a six -point connection for moment resistance, squareness and provide uniform Toad distribution across the support points. An optional anchored seismic footplate provides moment resistance at the base of the post. Two safety clips are required per beam to resist a 2000 Ib. upward force from material handling equipment. Tabulated loads are safe unifomily distributed loads applied over the entire length of a pair of b 1.5.1 1.5.2 1.5.3 1.5.3 1.5.4 Capacities above the bold line are based on a 1.67 factor of safety against yield of the extreme Capacities below the bold line are based on maxlmlum deflectlon of the length of beam divided Beams in excess of 108" may require front to rear supports to prevent spreading or rotation. This calculation computes the capacity of a given set of beams for various spans. Intermediate obtained by interpolation. Extrapolation is not recommended. 1.6 Conventional formulae cannot be relied upon to give accurate strength data for the full range o gauge sections. Thus the use of pallet rack load tables is recommended. 1.7 The following tables apply only to uniformity distributed static loads, consult your NAS represe coditions; seismic, wind or dynamic. 1.8 The calculation are stated in imperial units (since these were the units used in the sectional drawings and properties). mSREVIEWED FOR daDDE COMPLIANCE y 180.APPROVED aluesr bQ 8 2012 • applietggp fifjt . ,.1 .g ILDIN • VISION 2.0 NAS Pallet Rack steel structural members are cold - formed from HRPO mild steel. Beams and Columns Braces and Footplates ASTM A570 GR 50 ASTM A569 Yield strength Yield strength min. 50 ksi. min. 36 ksi. Design Criteria: RMI- 1997, AISI -1996 and CAN -S436 -1994 "Cold formed steel structural Safety Factors: Beams - min. 1.67 for yield and. L/180 on deflection Columns - min. 1.80 on torsional flexure buckling Rtl:tivtt) CITY OF TUKWILA SEP 12 2012 membePfRMIT CENTER rc u.J • wcrri AMERICAN ENDFRAME AISI -1996 8 RMI.1997 K =1.7 x P.3/16 3,000 1.625 0.785 1.4301 0.785 3.000 SECTIONAL PROPERTIES 0.025 0.500 R0.135 0,110 Section D t An lx ly x y Eo In in ln2 in4 in4 In • In In EF3114 1.825 0.070 0.349 0.490 0.165 1.500 0.841 0.538 EF3314 3.000 0.070 0.555 0.931 0.712 1.500 1.411 0.453 EF3313 3.000 0.085 0.662 1.100 0.840 1.500 1.410 0.445 EF3312 3.000 0.100 0.768 1.264 0.964 1.500 1.409 0.444 EF3311 3.000 0.115 0.872 1.422 1.083 1.500 1.408 0.442 Section Rx Ry Ro Xo B Cw J Ag in In in In in In6 , in4 in2 EF3114 1.185 0.688 1.944 1.379 0.497 0.819 0.001 0.528 EF3314 1.295 1.133 2.537 1.884 0.460 2.147 0.001 0.720 EF3313 1.289 1.127 2.524 1.855 0.460 2.606 0.002 0.875 EF3312 1.283 1.121 2.517 1.853 0.458 3.065 0.003 1.029 EF3311 1.278 1.115 2.510 1.850 0.457 3.524 0.008 _ •1.183 ENDFRAME LOAD CAPACITY IN POUNDS section unrestrained strut height in inches ( Floor to first beam level) . 48 ' 60 '72 • 84 98 108 120 132 EF3114 11720 9800 7810 6030 4750 3830 3150 2630 EF3314 20650 17710 14620 11610 9120 7340 6020 5020 EF3313 24840 21100 '17380 13760 10810 •8690 7120 5940 EF3312 28560 24410 ,20070 15860 12440 10000 8190 6830 EF3311 .. 32500 27730 22760 17940 14060 11290 9260 7710 DOUBLE COLUMN ENDFRAME LOAD CAPACITY ik POUNDS Section Unrestrained strut height In inches ( Floor to first beam level ) 48.60. 72 84 . 98 108. 120 . 132 DPEF3114 •.28810 20650 15010 11010.-8430 • .6660 6390 4460 DPEF3314 .49600 41570. 33500 25920 =.19840 ' 15680 12700 10490 DPEF3313 58930 • 49310. 39660 30600 23430 • • 18510 14990 • 12390 DPEF3312 s :668120 ' 56910 ..`45670 35150 ':?26910 :21280 . '.17220 ••.•14230 D PEF3311 •• • :. 77160 -.64370 .51570 It:39600 ' ..30320 2:i-23960 ..:'.19400 '16030 ve • c F W AMERICAN ENDFRAME Members in Compression (Concentrically Loaded) AISI -1996 Singly Symmetric Section Subject to Torsional - Flexural Buckling K =1.0 K =1.2 K =1.7 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24310 29080 33780 38500 48 14000 24310 29080 33780 38500 54 13800 23810 28470 33060 37700 60 13420 23230 27770 32240 36750 66 13000 22590 26990 31320 35680 72 12540 21880 26140 30320 34520 78 12040 21130 25220 29240 33280 84 11510 20320 24240 28100 31960 90 10950 19480 23230 26900 30590 96 10380 18610 22180 25670 29180 102 9800 17710 21100 24410 27730 108 9210 16810 20010 23140 26270 114 8620 15900 18910 21860 24800 120 8040 14990 17820 20580 23340 126 7470 14080 16730 19310 21890 132 6900 13190 15660 18070 20460 138 6390 12310 14610 16840 19070 144 5940 11430 13590 15620 17670 150 5530 10630 12600 14510 16410 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24120 28840 33500 38220 48 13580 23470 28060 32580 37140 54 13090 22720 27150 31510 35900 60 12540 21880 26140 30320 34520 66 11940 20970 25030 29010 33020 72 11290 19990 23840 27620 31420 78 10610 18960 22600 26170 29750 84 9920 17890 21320 24670 28020 90 9210 16810 20010 23140 26270 96 8510 15710 18700 21600 24510 102 7810 14620 17380 20070 22760 108 7120 13740 16090 18560 21030 114 6490 12490 14820 17090 19350 120 5940 11430 13560 15620 17670 126 5450 10480 12420 14300 16180 132 5010 9630 11410 13140 14860 138 4630 8880 10520 12110 13690 144 4280 8210 9720 11190 12650 150 3970 7610 9010 10370 11720 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 13960 24070 28780 33430 38130 36 13340 23110 27620 32060 36540 42 12590 21960 26220 30420 34640 48 11720 20650 24640 28560 32500 54 10780 19220 22920 26540 30170 60 9800 17710 21100 24410 27730 66 8800 16170 19240 22240 25240 72 7810 14620 17380 20070 22760 78 6850 13100 15600 17940 20320 84 6030 11610 13760 15850 17940 90 5330 10260 12160 14000 15830 96 4750 9120 10810 12440 14060 102 4250 8160 9660 11120 12570 108 3830 7340 8690 10000 11290 114 3460 6630 7850 9030 10200 120 3150 6020 7120 8190 9250 126 2870 5480 6490 7470 8430 132 2630 5020 5940 6830 7710 138 0 0 0 0 0 144 0 0 0 0 0 150 0 0 0 0 0 AMERICAN DOUBLE COLUMN ENDFRAME Members in Compression (Concentrically Loaded) AISI 1996 Singly Symmetric Section Subject to Torsional - Flexural Buckling Kx=1.0 Height DP3114 DP3314 DP3313 DP3312 DP3311� 24 39870 60990 71210 80890 90030 30 39870 60990 71210 80890 90030 36 38970 60990 71210 80890 90030 42 37720 60990 71210 80890 90030 48 36320 60900 71210 80890 90030 54 34800 59170 70420 80890 90030 60 33180 57290 68170 78900 89480 _ 66 31480 55280 65760 76090 86260 72 29710 53170 63220 73120 82870 78 27910 50960 60570 70030 79340 84 26080 48680 57830 66840 75690 90 24250 46340 55030 63570 71960 98 22430 43960 52180 60250 68180 102 20650 41570 49310 56910 64370 108 18910 39170 46440 53560 60560 114 17230 36790 43590 50240 56770 120 15630 34430 40770 46970 53040 126 14140 32110 39010 43750 49390 132 12890 29850 35310 40620 45820 138 11790 27660 32690 37580 42360 144 10830 25490 30090 34570 38950 150 9980 23500 27730 31860 35890 Kx=12 Kx =1.7 Height DP3114 DP3314 DP3313 DP3312 DP3311 _ 24 39870 60990 71210 80890 90030 30 38970 60990 71210 80890 90030 36 37450 60990 71210 80890 90030 42 35730 60230 71210 80890 90030 48 33840 58060 .69090 79980 90030 54 31830 55700 66250 76670 86920 60 29710 53170 63220 73120 82870 66 27540 50510 60030. 69400 78620 72 25350 47750 56710 65540 74210 78 23160 44920 53320 61580 69690 84 21000 42050 49890 57580 65130 90 18910 39170 46440 53560 60560 96 16910 36310 43020 49580 56020 102 15010 33500 39660 45670 51570 108 13370 30750 36380 41860 47230 114 12000 28090 33200 38180 43040 120 10830 25490 30090 34570 38950 126 9820 23120 27300 31350 35320 132 8950 21060 24870 28570 32190 138 8190 19270 22750 26140 29450 144 7520 17700 20900 24000 27040 150 6930 16310 19260 22120 24920 Height DP3114 DP3314 DP3313 DP3312 DP3311 24 37980 60990 71210 80890 90030 30 35580 60050 71210 80890 90030 36 32850 56900 67700 78360 88850 42 29890 53380 63480 73430 83220 48 26810 49600 58930 68120 77160 54 23700 45630 54180 62570 70830 60 20650 41570 49310 56910 64370 68 17730 37500 44440 51240 57900 72 15010 33500 39660 45670 51570 78 12770 29630 35040 40310 45470 84 11010 25920 30600 35150 39600 90 9590 22580 26660 30620 34500 96 8430 19840 23430 26910 30320 102 7470 17580 20750 23840 26860 .. 108 6660 15680 18510 21260 23960 114 5980 14070 16610 19080 21500 120 5390 12700 14990 17220 19400 126 4890 11520 13600 15620 17600 132 4460 10490 12390 14230 16030 138 4080 9600 11340 13020 14670 144 3740 8820 10410 11960 13470, 150 3450 8120 9590 11020 12420, JUL 03 '02 05:44PM P.6/16 AMERICAN PALLET RACK STEP BEAM H -1.800 - H0079 3.000 4.000 4.500 5.000 ().000 !-- 2 P-1 RMI-1997 & AlS1-1996 SECTIONAL PROPERTIES Section H In W In t In An in2 Ix In4 Rx 1n4 x In S820 2.250 0.750 0.070 0.622 0.437 0.838 0.928 SB25 2.625 1.625 0.070 0.759 0.837 1.050 1.163 SI330 3.000 1.625 0.070 0.816 1.006 1.110 1.402 S835 3.500 1.625 0.070 0.891 1.465 1.282 1.661 8840 4.000 1.625 0.070 0.966 2.079 1.467 1.890 S845 4.500 1.625 0.070 1.041 2.785 1.636 2.140 8850 5.000 1.625 0.070 1.116 3.569 1.788 2.429 SB55 5.500 1.625 0.070 1.191 4.542 1.953 2.684 SB60 6.000 1.625 0.070 1.266 5.668 2.116 2.938 SBX60 6.000 1.625 0.100 1.772 8.355 2.171 2.874 JUL V3 - VC rJ•'4Jrrl AMERICAN PALLET RACK STEP BEAM LOAD CHART P.7'16 Safe Uniformity Distributed Load on a Pair of Simply Supported Beams with 25% End Fixity Length Step Beam Section in SB20 SB25 S830 S835 SB40 S848 S850 SB55 S860 48 5120 7710 7800 9600 SB50 11970 12000 12000 12000 12000 SBX60 12000 54 4110 6860 6940 8540 12000 10640 12000 12000 12000 12000 12000 12000 60 3320 6170 6250 7680 9580 12000 11330 12000 12000 12000 12000 66 2750 5280 5680 6980 12000 8700 - 10300 11630 12000 12000 12000 72 2320 4440 5200 8400 12000 7980 2120 9440 10660 12000 12000 12000 78 1970 3780 4550 5910 I 78 7360 3460 8710 9840 11340 12000 12000 84 1680 3260 3920 5480 84 6840 2980 8090 9140 10530 12000 12000 80 1460 2840 10960 4980 90 6380 2600 7550 8530 9830 11200 12000 •96 / 1290 2490 '3000.. 4380 I •5980 2740 4000 7080 8000 9200 10500 12000 102 1130 2210 102 3870 2020 5490 5020 6660 7530 6290 7100 8870 8190 9880 9340 12000 12000 148;.," 1020 1970 2370 3460 2170 3160 4900 1 114 910 1770 2120 3090 114 4400 1620 5900 6730 7750 8840 12000 120, 830 1590 1910 2800 1460 3970 3630 5320 6390 7360 8390 12000 126 740 1440 1740 2540 3290 3600 5560 4820 _ 6080 7010 8000 12000 132 670 1310 1580 2310 5150 3280 4400 5630 8700 7640 11500 138 610 1200 1440 2110 I 5850 3000 6670 4020 5150 . 6400 7300 11010 144 I 560 1100 1330 1930 2750 9840 3700 4740 6030. 6990 10550 150 520 1010 1220 1780 6140 2540 156 3400 4360 5560 6720 10120 158 480 940 1130 1650 8640 2350 400 3150 4040 5130 8410 9460 162 430 870 1050 1530 2170 2920 3740 4760 5940 8770 Safe Uniformity Distributed Lo Length in SB20 SB25 SB30 5835 Step Beam Section SB40 SB45 SB50 SB55 5860 SBX60 48 4680 7050 7130 8770 10940 12000 12000 12000 12000 12000 54 3760 6270 6340 7800 9720 11510 12000 12000 12000 12000 60 3040 5640 5710 7020 8750 10350 11690 12000 12000 12000 66 2520 4830 I 5190 8380 7950 9410 10630 12000 12000 12000 72 2120 4060 4750 5850 7290 8630 9740 11220 12000 12000 78 1800 3460 4180 I 5400 6730 7960 8990 10360 11810 12000 84 1540 2980 3580 5010 6250 7390 8350 9620 10960 12000 90 1340 2600 3120 4550 5830 6900 7790 8980 10230 12000 96 1180 2280 2740 4000 I 5470 6470 7310 8410 9590 12000 102 1040 2020 2430 3540 5020 6090 6880 7920 9030 12000 108 940 1800 2170 3160 4480 I 5750 6490 7480 8530 12000 114 840 1620 1940 2830 4020 5390 6150 7080 8080 12000 120 760 1460 1750 2560 3630 4860 , 5840 6730 7670 11570 126 680 1320 1590 2320 3290 4410 5560 6410 7310 11010 132 620 1200 1450 2110 3000 4020 5150 6120 6980 10510 138 560 1100 1320 1930 2740 3680 4710 I 5850 6670 10060 144 520 1010 1220 1770 2520 3380 4330 5510 6390 9840 150 480 930 1120 1630 2320 3110 3990 5080 I 6140 _ 9250 156 440 880 1040 1510 2150 2880 3890 4690 5860 8640 182 400 800 960 1400 1990 2670 3420 4350 5430 8010 JUL 03 '02 05:45PM AMERICAN PALLET RACK STEP BEAM LOAD CHART Three Pallet Load on a P P.8/16 Length in S820 SB25 SB30 SB35 Step Beam Section SB40 SB45 SB50 SB55 51360 SB80 " SBX80 48 3360 5180 5140 6320 7880 9330 10540 12000 54 12000 12000 54 2820 I 4600 4570 5620 7010 8290 9360 10790 1430 2850 12000 12000 60 2280 4140 4110 5060 6310 7460 8430 9710 5310 11070 12000 86 1880 3620 I 3740 4600 5730 6790 7660 8820 5610 10060 12000 72 1580 3040 1 3430 4210 5250 8220 7020 8090 5900 9220 12000 78 1340 2580 3120 3890 4850 5740 6480 7470 8260 8510 12000 84 1160 2220 2690 3610 4500 5330 6020 6930 96 7900 11910 90 1000 1940 2340 _ 3370 4200 4970 5620 6470 630 1520 7380 11120 96 880 1700 2060 3000 3940 4660 5270 6070 3240 6920 10420 102 780 1500 1820 2650 f 3710 4390 4960 5710 6510 9810 108 700 1340 1620 2370 3360 4140 4680 5390 3360 8150 9260 114 620 1200 1460 2120 3010 I 3930 4430 5110 3650 5820 8780 120 560 1080 1310 1920 2720 3650 4210 4850 5250 5530 8340 126 500 980 1190 1740• 2470 3310 4010 4620 144 5270 7940 132 460 900 1090 1580 ' 2250 3010 3830 4410 290 700 5030 7580 138 420 820 990 1450 2060 2760 3630 4220 4810 7250 144 380 760 910 1330 1890 2530 3240 I 4040 4280 4810 6950 150 360 700 840 1220 1740 2330 2990 3810 4420 6670 156 320 640 780 1130 1610 2160 2760 3520 1 4250 6410 162 300 600 720 1050 1490 2000 2560 3260 4070 6010 Concentrated Load on a Pair Length In 5820 SB25 5830 Step Beam Section 6835 5840 5845 . 5850 _ SB55 51360 SBX60 48 1170 1790 3560 4380 5470 6470 7310 8410 9590 12000 54 1040 1590 3170 3900 4860 5750 6490 7480 8530 12000 60 930 1430 2850 3510 4370 5170 5840 6730 7670 11570 66 780 1300 2590 3190 3970 4700 5310 6120 6980 10510 72 660 1190 2370 2920 3640 4310 4870 5610 6390 9640 78 560 1080 2190 2700 3360 3980 4490 5180 5900 8900 _ 84 480 930 2030 2500 3120 3690 4170 4810 6480 8260 90 420 810 _ 1900 2340 2910 3450 3890 4490 5110 7710 96 370 710 1710 2190 2730 3230 3650 4200 4790 7230 102 330 630 1520 2060 2570 3040 3440 3960 4510 6800 108 290 560 1350 1950 2430 2870 3240 3740 4260 6420 114 260 500 1210 1770 2300 2720 3070 3540 4040 6080 120 230 450 1090 1600 I 2180 2580 2920 3360 3830 5780 126 210 410 990 1450 2050 2460. 2780 3200 3650 5500 132 190 370 900 1320 1870 2350 2650 3060 3490 5250 138 180 340 830 1210 1710 _ 2250 2540 2920 3330. 5030 144 160 310 760 1110 1570 2110 2430 2800 3190 4820 150 150 290 700 1020 1450 1940 2330 2890 3070 4620 156 140 270 650 940 1340 1800 2240 2590 2950 4450 162 130 250 600 870 1240 1660 2130 1 2490 2840 4280 1 J WL 'cAa VG 'U ? • "4orl'I AMERICAN RACK POST .673 2 TYP 1.062 1.43 ----1 1 .785 �1.43 ,785 3 NAS 3311 00 QO 0311 C? 0 71.4 TA 3 5 L NAS 3114 2 TYP. P.9/16 Fl .53— .24— .030• RAD TYP./ T625 T.575 •.O taco -sas 41304 -,qo n4cs -1.625 3 MAT'L: 14GA (.075") — 11Go. (.120") HRP &O MIN 50 KPSI YIELD URAVING Na TRP002 -9 .312 DATE. 4 -09-01 tri USA RACKING STANDARD FOOTPLATE -FOR 1 5/8" & 3" POSTS JUL 03'02 0 0 5/8 V1.8 1/2 N1/8 i 1/8 2 \ 1. 5/8' x 14Ga UPRIGHT 5/8 I/1/8 >1 N/8 DRAV7''G N0.+ TRPO r■ 1/8 2 3' x 11Ga, 13Ga, 14Ga UPRIGHT WELDING DETAIL 3 132 1 4 DIMPLE J 3 FOOTPLATE 3' x 4 1/2' x 10GA WITH (2) 9/16' DIA HOLES 1 "X1/4° DIMPLE AUG -10 -04 12:59PM FROM - ENGINEERERED PRODUCTS INC am.. L---. LF 35L LF 32L. •• 2065756688 T -353 P.01 /01 F -458 *peg- de, FILE C P armft NO., STANDARD STRUT ARRANGEMENTS LF 15L LF11L UPRIGHT FRAMES There are five standard upright frame models in various sizes and gauges. LF 11Land LF 15L are 3 "x 1.5/8" LF 32L, LF 35L and LF 37L are 3" X 3 ". Baked Vista Green Paint is standard. HORIZONTAL AND DIAGONAL BRACING Frames with 3" x 3" columns use 1.1/2" x 1 -1/2" channels. Frames with 1 -5/8" x 3" columns have 1 -1/2" x 1.1/4" channels. Extra deep racks and larger size uprights have neavier bracing computer calculated to carry heavier loads. FRAME FEATURES There are absolutely no dead spots along full height of column, per, mitring beam placement fr Each column has a foot pi pre - punched for lagging to COLUMN FACTOR OF S Based on minimum yield 1.92. All columns are hig low alloy strength with 4 min. yield strength. HOW TO ORDER BY CATALOG NUMBER Frame is ordered by catal This number Is determin following manner: The prefix, LF is "'" followed by eight digits. The prefix and the first three digits designate the model (LF11 L, LF15L, LF32L, LF35L, LF37L.) The last five digits, the size (depth and height). to EVIEWED FOR f .9 DE COMPLIANCE FETY APPROVED oint: Vi PEEP 2 8 2012 City of Tukwil °W d AM :DING DIVISIGIgn e nterleke/ Western UPRIGHT FRAME CAPACITY CHART USE IN STEP 5 42000 40000 36000 a6000 34000 o. 32000 30000 w 28900 d: 26000 24000 22000 20000 78000 16000 11111w. ■. ■■. ■■ ■■1111■■ ■. ■ ■.l ■■ ■1■ ■ ■.. ■ ■. ■.■■ ■ ■■1.■..■■■ ■■■r rr'vr . ■da400 ■1■■wi■ ■■ ■ ■ ■ ■ ■ ■ ■uu■u .1mr■ ■1■e+.e{.R11r ■■ ■1■■■ ■■■ Emilia - ■ ■ ■ ■ ■.■∎-wmrur ■ ■mmodd ■minim ■11111■. wr.,■ ■■►e ■1■1■sIM111r ■111■.. ' " ■■.■■■■ ■1■■ ■■■■ ■■■ ■1 ■■ ■■■_■■■ ■ ■■ ■■1 ■■ ■■■11 ■111 ■ ■►e■mM■■■ w. }M :::EE.:C::I���QOi Cmadioiii�:M ■a1■>r■t*Q 11111 ■■ ■11111111 ■�._ ■, ..■ ti■■ ■111■11■■■■■■■■■■rr■..■ . ■1111■■...■...■.■ ■111 ■k. .■ a■ •••••••••11 111••■•.e..■ MM ■■■■■I. ■■ MEMO, -I■■■■. ■111■ mmmmm U ■■ ■■�a:� ■. ■ ■ ■ ■ ■ ■ ■. ■ ■d ■ ■. ��.::: 111111■ ■1.■■.■.■ ■■■ ■1■111� 111■mr mm i• "22,100 Et e ■■■■■■■mumdd }�— ■.■..■11111■■ 11111■■■ ■1r_ . 2G 100 ■■■1■ ■■ ■■■ ■■■111 ■.r_ ■.■..., 111111 ■ ■■omm ■.r ■■1r`• ■■ �raQ ■■111111►,_ �■■ ■1 ■ :-,1 mm mynajil lEglimommummOMMERMIWBOMME ■..1111■ ■wrs ■■■■■■■■ ■■1 ∎11■ ■■■■11111 ■1rmZ.. ■1111■■1ii■�7 94,900 LF35L 14030 36' 48' Or 72" 64e S8" Shelf spacing in inches (unsupported length) AN 11111111111 LF37L fj .x. ■.116 LF35L D 34.000 LF32L fl anax11os LF15Lcn 94 S/G%.oss 11Ln 8.1.6/a)A79 VERTICAL MEASUREMENT FROM FLOOR TO TOP OF FIRST LEVEL BEAM USE FRAME CAPACITY CHART termining dimension from floor to top of first level beam, and total required capacity for frame : Read from maximum shelf point where capacity shown equals or exceeds required Toni frame Toad. Higher capacity frames arc available on special Inquiry. Frames available for quick delivery in certain sizes. Ki_CtiVED , tLF•11 L & LF-32I- frames must not be used CITY of TUKW LA. with beams Subjected to lodge loading in :_ ±P 12 2012 PERMIT CENTER • Y • • 9/26/2012 Stefania Spencer City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 1. Index to Drawings: Drawing #100 Site Plan Drawing # 101 Floor Plan 2. Address: QUALITY HANDMADE STONEWARE Cover Sheet for Racking Permit • The site address is 1167 Andover Park West, Building B, Tukwila, WA 98188. The building is equipped with fire sprinklers throughout. 3. Occupancy: 4. Project Description: The following racking will be installed and bolted down according to the layout in Drawing #101: Qty Description Manufacturer 10 Bays 32" W x 16'Ht x 10.25'L Interlake 20 Bays 44 "W x 20'Ht x 8.25'L Lodi Metal Tech Uprights, American beams 20 Bays 44 "W x 16'Ht x 8.25'L Interlake 12 Bays 36 "W x 16'HT x 10.25'L Interlake Racking will be used for storage of ceramic and metal planters. 5. Building Area: Total area of space on one level is 9360 sq ft. Showroom 1 on Drawing #101 is 400 sq ft Showroom 2 on Drawing #101 is 300 sq ft Office on Drawing #101 is 351 sq ft 6. Vicinity Map See drawing #100 Sincerely, Cameron Oliva President ,,.ai,,„bl)= 303 RECEIVED CITY OF TUKWILA SEP 2 6 2012 PERMIT CENTER CORRECTION LTR# 18290B Andover Park West Tukwila, WA 98188 Phone (206) 762 -8395 Fax (206) 762 -8372 41) Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development September 21, 2012 Cameron Oliva 18590 Andover Pk W, Ste B Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D12 -303 Champa Ceramics —1167 Andover Pk W Jack Pace, Director Dear Mr. Oliva, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, encl File No. D12 -303 W:\Pemtit Center \Correction Letters \2012\D12 -303 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: September 18, 2012 Project Name: Champa Ceramics Permit #: D12 -303 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The engineer's documents for bolting of the racks are an out of date document which refers to outdated 2003 building codes. ER4627 for bolting is an outdated report. Engineers stamp has expired back in 2006. Provide updated engineers documentation that shows compliance with current 2009 Building codes with updated evaluation reports for the bolting. Engineering documentation shall be current with wet stamp and signature by the engineer in charge. 2. Show illuminated exit signs on the plan and indicate if the building is provided with fire sprinklers or fire alarm system. 3. Provide square footage of warehouse and showroom. Name the adjacent space to the showroom with square footage. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. CO D COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -303 PROJECT NAME: CHAMPA CERAMICS SITE ADDRESS: 1167 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # DATE: 09 -26 -12 X Response to Correction Letter # 1 Revision # After Permit Issued DEPART ENTS: 2-:ling Division • Public Works ❑ Fire Prevention Structural n Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-27 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -25 -12 Approved ❑ Approved with Conditions Id, Not Approved (attach comments) 111 Notation: REVIEWER'S INITIALS: DATE: P, enriit Center Use Only • . • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 *EMIT COORS COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -303 DATE: 09/12/12 PROJECT NAME: CHAMPA CERAMICS SITE ADDRESS: 1167 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPAR MEiNT : ding Division Public Works fcV)e/ 4041 Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09/13/12 Not Applicable ❑ Comments: Permit Center Use Only • . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route kj Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/11/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) g Notation: REVIEWER'S INITIALS: DATE: Permit Cenfer Use Only : CORRECTION LETTER MAILED: I Departments issued corrections: Bldg ti Fire ❑ Ping ❑ PW ❑ Staff Initials: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: M' ' oC Plan Check/Permit Number: D 12 -303 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Champa Ceramics Project Address: 1167 Andover Pk W Contact Person: C4M 6,t on) V L ((/1 Phone Number: X06 7 6J ` 6',) ii Summary of Revision: 1, E JV Ct,OJ Ale Cwit xt✓/V 81✓1164 Nat'l 4 0(A), 4/e es4i1' f 1(3'/Vj' M6 MA1 041 ' /01 k t A1, ' (,oI2J MO CP u -A AA-61 ' . f ('u, A/' ,v f /VstU'ij (4/ C t) vc 4 /4'i l Fr0 ,A/2d um, M fk i49, t') A /t 4tit / //t/& f l (J / ciECEIvED CITY of TUKWILA SEP 26 2012 PERMIT CENT EP Sheet Number(s): "Cloud" or highlight all areas of revision including d of ret is • .�X Received at the City of Tukwila Permit Center by: Q /� 11-- Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pr ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WAREHOUSE SOLUTIONS NW LLC UBI No. 602889014 Phone 2537094696 Status Active Address 29026 39Th Ave 5 License No. WAREHSN912CC Suite /Apt. License Type Construction Contractor City Auburn Effective Date 2/3/2009 State WA Expiration Date 2/3/2013 Zip 98001 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company er Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MRCONRC968QS M & R CONST SERVICES INC Construction Contractor Cabinet And Millwork Carpentry/Framing 11/10/2004 11/10/2006 Expired Business Owner Information Name Role Effective Date Expiration Date SMITH, ROBERT RODNEY Partner /Member 02/03/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 Navigators Ins Co 46BCO22801 01/30/2012 Until Cancelled $12,000.0001/25 /2012 1 American Contractors Indem CO (AMCN) 100062072 01/30/2009 Until Cancelled 03/15/2012 $12,000.0002/03 /2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 UNDERWRITERS AT LLOYDS A1Q911649 -1 01/30/2010 01/30/2013 $1,000,000.00 01 /16/2012 1 UNDERWRITERS AT LLOYDS (UNDL) AIQ911649 01/30/2009 01/30/2010 $1,000,000.0002 /03/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print. aspx NS- MI Ifill 10/10/2012