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Permit D12-318 - SEALANT SPECIALISTS - STORAGE RACKS
SEALANT SPECIALISTS 6452 S 144 ST D12 -318 City *Tukwila 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.: 3365901810 Address: 6452 S 144 ST TUKW Suite No: Project Name: SEALANT SPECIALISTS DEVELOPMENT PERMIT Permit Number: D12 -318 Issue Date: 03/15/2013 Permit Expires On: 09/11/2013 Owner: Name: SANiT ADOLPH +LOUIE Address: 6120 52ND AVE S , SEATTLE WA 98118 Contact Person: Name: ROGER STUESSI Address: 9883 40 AV S , SEATTLE WA 98118 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKVVILA WA 98188 Contractor License No: ENGINPC931CO Lender: Name: Address: Phone: 206 - 394 -3331 Phone: 206 - 394 -3300 Expiration Date: 02/20/2015 DESCRIPTION OF WORK: INSTALL PALLET STORAGE RACKS Value of Construction: $0.00 Fees Collected: $1,018.34 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0024 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 012 -318 Printed: 03 -15 -2013 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: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N N N 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: • ex d with, Public: Non - Profit: N Public: Date: 0 c (5 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p construction or the performance of work to this permit. Signature: 2„‘" e to give authority to violate or cancel the provisions of any other state or local laws regulating • am authorized to sign and obtain this development permit and agree to the conditions attached Date: 3/1X---3 Print Name: e,2.. /2/ .S-t /-C -�sJ/ 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 -318 Printed: 03 -15 -2013 6: All construction shall be done in confo ce with the approved plans and the requires of the International Building Code or International Residenti e, International Mechanical Code, Washin tate Energy Code. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: The storage amount of Flammable 1B liquids exceeds the maximum 120 gallons allowed by International Fire Code Table 2703.1.1. The excess amounts must be stored in an approved flammable liquids storage cabinet equipped with self - closing, self - latching doors. 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (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) 13: Fire extinguishers for occupancies involving flammable or combustible liquids with depths of less than or equal to 0.25 -inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2) of the International Fire Code. Fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.35 mm) or involving combustible metals shall be selected and placed in accordance with NFPA 10. (IFC 906.3) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: 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) 17: 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) 18: 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) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (WC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (ffC Chapter 10) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 ram) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: IBC -7/10 D12 -318 Printed: 03 -15 -2013 23: Every exit sign and directional exit sign s have plainly legible letters not less than 6 in s (152 mm) high with the principal strokes of the letters not less tha5 inch (19.1 mm) wide. The word "EXIT" shave letters having a width not less than 2 inches (51 mm) wide ex pt the letter "I ", and the minimum spacing be en letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 26: 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) 27: 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). 28: 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) 29: 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) 30: 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) 31: 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 sprinlder density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 32: 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 sprinldered areas of buildings. (IFC 315.2.1) 33: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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 D12-318 Printed: 03 -15 -2013 CITY OF TUKN�4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Perk No. — 31 a Project No. Date Application Accepted: 1. 0- 3~ Date Application Expires: LA— (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: J•' ft o Site Address: 6YS2-- U�-� TA l `1/ Suite Number: Tenant Name: -Se--9 - /?A'7 S P c i9 L♦ S t-r New Tenant: g Yes ❑.. No Floor: PROPERTY OWNER Name: ,Q / 1 o4ye� .� %�C,�s,S / Name: zo u/ e s/970 {r City: Se„9 2 State: ,4 Zip: ?F /' f Address: 6--/,,,2 D - 5-2,-4 S. Email:pe)/cit_, e 47.5y 4 s fi6l,yI City: 5-A— State: w,4 Zip:�CF/1 CONTACT PERSON - person receiving all project communication Name: ,Q / 1 o4ye� .� %�C,�s,S / Address : 7r',f,f," r �a - /.7 City: Se„9 2 State: ,4 Zip: ?F /' f Phone�,t,Jd-3�<( 13,3/ Fax:02-6K_ 3tr--.1.3 7 Email:pe)/cit_, e 47.5y 4 s fi6l,yI GENERAL CONTRACTOR INFORMATION Company Name: czi,_ g / e 6 C Company Name: rry. -r ,ter- /5,arc.�z`� Company Name: Address:7 v `.-■i.e-- S Phone./...4,,) d _/,‘,5�6 _ 56. c Fax. City: s,¢ y zr, State :A/4 Zip:. //d, Phoned _31 , x.3.3 b Faxi,zej 6 - �7S—z "? 2,, Contr Reg No.: - p /LM5!%�/°C �y� /cr�Ex Date: v7/ 72 State: Tukwila Business License No.: State: H:\Applications\Fonns- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: czi,_ g / e 6 C Engineer Name:e e4,7 /?/ c k Company Name: City: A /4,.,73 State: f'LL Zip: r`l/ 6 c Phone./...4,,) d _/,‘,5�6 _ 56. c Fax. Architect Name: Address: State: City: c i4 State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: czi,_ g / e 6 C Engineer Name:e e4,7 /?/ c k Address, 6 6 i 6 cq,7 6,.,) fiG ✓d - City: A /4,.,73 State: f'LL Zip: r`l/ 6 c Phone./...4,,) d _/,‘,5�6 _ 56. c Fax. Email: Zev,/zrl�4L 0. /i.,T. )10.T LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: / Address: i� j/� [[[ City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid prise : $ °L 7, OD d Existing Building Valuation: $ Describe the scope of work (please provide detailed information): lit s -7- p,q // s1 art-/4t Q /2-4 e-- �- 5 Will there be new rack storage? la ....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: ig1 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? PA Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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 Applications\Permit 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 1m Floor `v 72- .- 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ig1 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? PA Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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 Applications\Permit 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 OWNS AUTH RIZE NT: Signature: Date: / e)/ ?7 2— Print Name: .../F-1'7 Day Telephone: 2-6 !- 3 FY -33 Mailing Address: cf..? - 4"(31" /4 S City H:WpplicationslFortms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February ry 2012 bh lam? State Zip Page 4 of 4 PUBLIC WORKS PERMIT INF i TION — 206 -433 -0179 Scope of Work (please provide detailed information): /hs xi/14r' /v//e7 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 El.. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline ❑ ...Valley View 0... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) 11.. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours O ... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑ ... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank ❑... Grease Interceptor ❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization ❑ .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line 0... Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size " WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms- Applications On Line12012 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.: 3365901810 Address: 6452 S 144 ST TUKW Suite No: Applicant: SEALANT SPECIALISTS RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -318 ISSUED 10/03/2012 03/15/2013 Receipt No.: Initials: User ID: R13 -01872 JEM 1165 Payment Amount: $378.00 Payment Date: 06/12/2013 02:17 PM Balance: $0.00 Payee: JOHN LATTA ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04311G ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $378.00 378.00 dor.• Rer.Pint -AR Pri ntad. 06-17-7(113 • 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.: 3365901810 Address: 6452 S 144 ST TUKW Suite No: Applicant: SEALANT SPECIALISTS RECEIPT Permit Number: D12 -318 Status: APPROVED Applied Date: 10/03/2012 Issue Date: Receipt No.: R13 -01055 Payment Amount: $618.95 Initials: JEM Payment Date: 03/15/2013 10:22 AM User ID: 1165 Balance: $0.00 Payee: ROGER H STUESSI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 152519 ACCOUNT ITEM LIST: Description 618.95 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 614.45 640.237.114 4.50 Total: $618.95 doc: Receiot -06 Printed: 03 -15 -2013 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.: 3365901810 Address: 6452 S 144 ST TUKW Suite No: Applicant: SEALANT SPECIALISTS RECEIPT Permit Number: D12-318 Status: PENDING Applied Date: 10/03/2012 Issue Date: Receipt No.: R12 -02759 Payment Amount: $399.39 Initials: WER Payment Date: 10/03/2012 02:42 PM User ID: 1655 Balance: $618.95 Payee: ROGER STUESSI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04517A ACCOUNT ITEM LIST: Description 399.39 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 399.39 Total: $399.39 doc: Receipt -06 Printed: 10 -03 -2012 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Da--,3/61 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Froject: ..01 ` C frii_4T� Type of Inspection: .,i/ Adc�resr.`��/ MI ate Called: • Specciiar Instructions: - Date Wanted:. a.m. Requester: n91-4a,'-7 Phone Nom ��r Approved per applicable codes. 0 Corrections required prior to approval. 1 `COMMENTS: !%L0 6/we/ Inspector. Date: 4: -ill- j 3 REINSPECTION FEE'REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. 1. INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b"11--3 PrJc'1 s �1 1 . s Q2C. awl • ST Type o Inspection f- ,it/( t Add ss: II %7, Date Called: Special Instructions: 1 Ill ' Date Wanted - "^.ca- CO ` (-I - r3 p.m. Requester: Phone _mil ;4'1 - Fs-3 53 DApproved per applicable codes. El Corrections required prior to approval. COMMENTS: TV C., A f) r t I-(- UT 0EACS,%% Ws 4-11 ! R ,, csi---,, ies /-2-, - 4 71- �Rre_ 2,J A 0/94 9- f 'a-- , did.fii-, 0 0 _ _ „,,,,,Li-407-, �-\ n REINSPECTION FEE REQ ED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1_ �.. ....— ems., -„.b.. _v Ji:V INSPECTION NO. '1L INSPECTION RECORD Retain a copy with permit 11-3h PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: r /1 S ..5.71 Type of Inspection: MPG' • . ;•116 Add_ ress -r- Date Caile r4 ''46 eWWanted: 1\ inIaV; n� A.Ac..Jl e of- g ,C Special Instructions: .53�+" n,r� Ajkl L1 (kJ : 4 ' \ e.. M A- 1 U S LJ r TI1 Date / J l ? — f 4 � `.a.m. p.m. Requester: JCQ0 fM -4 rn re r.'dI'77J {�`A.14 Phone No: Approved per applicable codes. Corrections requi COMMENTS: P(A— a/./ f-1 fik u v--)k 0 V--- A 0 a -ca eJ-ACTI l, - MJS { 10-iQ Sp e.L; Al : I eaidn `; .eit A 1 C ,06 I� r nl h( r e 4t/-. 1\ inIaV; n� A.Ac..Jl e of- g ,C b n om` Q AT- 11 S Ia --. &A 6--o^ ICI / AAP L1 (kJ : 4 ' \ e.. M A- 1 U S LJ r TI1 I "ti r"S 0. 77L,. 8 J. LL'n. Ump AfrAA eAT Wil ($ P ^I 4 f 0 LEI" • JCQ0 fM -4 rn re r.'dI'77J {�`A.14 Iv Date 4 — n REINSPECTION FEE REQUIJ{ED. Prior to next inspection. fee must be paid at 6300 Southcenter BI d.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 n1z. -3r �.. �. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East,'tukwila, Wa. 98188 206 - 575 -4407 Project: eo., 4 l r \ _ 1.A— Type of Inspection; .gA Lt. lie-,-.1 Address: Fire Alarm: Contact Person: Suite #: (04-5a S. VkLA- C*'' Special Instructions: Hood & Duct: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: mt* 1 c L I Needs Shift Inspection: ye, c Date: 4:414113 Sprinklers: V.e $ Fire Alarm: E- Hood & Duct: Monitor: ,Q,, At,�e Pre -Fire: 4o�E Permits: L , . ` . Occupancy Type: - j Inspector: S1 Date: 4:414113 Hrs.: n $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 1 4 1 INSPECTION NUMBER , --nrc-rw-v■vicorp*• arrrm•a* - •.• • ...- • ..rear. • INSPECTION RECORD Retain a copy with permit • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 =44 7 Project: SPj I � SPQe.,,�.r, s f Ty•; of . spection: 1 • Address: 6c45- Suite #: 5 / 1/(f f _ .. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. T7Corrections required prior to approval. COMMENTS: 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: hizx Date: b j//3 Hrs.: r i $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 orm.Doc 6/11/10 T.F.D. Form F.P. 113 • •i • • Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t Roofing P i l i n g S t e e l S o i l s W o o d June 14, 2013 File: 12 -625 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Sealant Specialist 6452 S. 144th St. D12 -318 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND k4TERIAL TEST Nil NATIONALLY ACCEPTED LABORATORY CITY OFTU ED KwILA JUN 18 2013 PERMIT CENTER 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. JoateA‘z---- Kimberle Anderson President CC: Easy Up Storage -Roger Stuessi Tel: (425) 881 -5812 Fax (425) 881 -5441 e 7126 180th Ave. NE a P.O. Box 2523 o Redmond, WA 98073 a co N m N r-1 0 CNI C v rn N C∎1 N z ce ce 0 0 u X sa. 0 LLI0 z 3' BRACE PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATIN 3900# CAPACITY "@ -52', 4 ", 5V 3'-6' 8' -0' UPRIGHT 16' -0' z J O U 14 GA THK 3/8'x 5'x 8' BASEPLATE (2) 1/2'0 ANCHORS 1/8 I 1 -1/2' EA FACE COLUMN & BASE PL 4' 2,75' LOAD BEAM 1 -5/8'H x 1' W STEP 14 GA THICK LOAD BEAM \\_C❑NNECT ❑R LOAD BEAM 1 4' -4' CONNECTOR 4' -4' LOAD BEAM CONNECTOR 4' -4' LOAD BEAM ELEVATION C 1.5 x 1.5 1.5 14 GA THK n 2' OF 1/8' FILLET WELD EA END TO COLUMN BRACE 1 -5/8x 3x 3/16' THK (2) PIN C❑NN z X J 0 U BRACE 1/8' kr I BRACE C ❑NN o (2) AISI A502 -2 RIVETS LOAD BEAM 7/16'0 4'oc HOOK SLOTS IN COLUMN CONNECTOR 1/8V VERT EDGES 0,4 ", Ig1P" COLUMN 1/8 ►I -1/2' EA SIDE 5' 1 OM 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2013 City of Tukwila BUILDING DIVISION 3/8x 5x 8 BASEPLATE (2) 1/2'0 ANCHORS 6'oc FF 3.25' 5' CONCRETE SLAB ON GRADE z J 0 0 COLUMN BASE X— SECTION CONNECTOR SAFETY PIN TO RESIST 1000# UPLIFT LOAD COLUMN —BEAM C❑NN CITY uF TuKv'' , OCT 0 3 2012 PERMIT CENTER 318 W H o Z In In (4 tf▪ l A oaQ Z O ` - - ° O� c v H - a +> Q (�° d> W1° U WW CUQ� W D I,, XQ(/) V1W jci V) Se_ Cn¢ . Z ALIJ Q GO CrN H Q 30 2E 1N --W(4 Ci El 75 M J W W Z - N J O N m W. U7Q Q)- =e J U .O W W (U W CN pq 00 CL II W (4 Ja01-1-1 1 Q J W( A.1 0 lX Q g O H U O A=ZW 1-1 Q U 1•--•1 Q WDZ1(n 0 J Q LI a C4 V l W (4 (4 H J U W Cl_ z (4 W 9 -27 -2012 0 W ratio s. Zub street • Kent, WH ytfu s 253.872.7222 s Fax 253.872.7277 ARCHEI- 219 *DR CONSTRU N FIRE PROTECTION DIVISION Sealant Specialties 6452 So 144th St Tukwila,WA 98188 RE: Fire protection of Class I— II Commodity and Flammable & combustible liquids Occupancy: Mixed Use Groups B ( Office), S -1 Storage. Square footage: Entire tenant space = 10,728 Office area = 813 Storage area = 9,915 PrL The following is a review of the storage of class I — II commoditys Indoors in new racks and a small amount of Flammable &combustible liquids in a control area per IFC Section 2703.1.1(1) The existing building is protected by an automatic fire sprinkler system with large orifice high temperature heads and has a design density of .395 /5600. This density will allow the storage of Class I — II commodity to a height of twenty feet, The majority of the Products stored are Grouts, water proof sealants, Adhesives and concrete stains that are a non combustible commodity. The storage of Flammable & Combustible liquids represents a small amount of the overall storage and is mostly in small metal containers of five gallons or Tess per container. Some of the types of Flammable liquids are Class 1A,1 B,1 C as well as some class I1 and IIIA and IIIB. Per IFC Section 2703.1.1 and Table 2703.1.1 (1) Allowable quantiy in a control area in Liquid gallons. Class IIIA Liquid Gallons = 330 Gallons, Note D Increase 100 % = 660 Gallons Class IIIB Liquid Gallons = 13,200 Gallons, Note D Increase 100 % = 26,400 Gallons Class II, IB and IC in Liquid Gallons = 120 Gallons, Note D Increase 100 % = 240 Gallons Class IA, in Liquid Gallons = 30 Gallons, Note D Increase 100 % = 60 Gallons If Class IA is placed in approved storage cabinets or exhausted enclosures then it can be increased by 100% per note E. Per IFC Table 3404.3.6.1 Maximum storage height in a control area = Class IA = 4' -0 Class IB,IC and Class II = 8' -0 Class IIIA and IIIB = 12'-0 Thank You, Oft Anthony Carrizosa Archer construction,Inc Fire Protection Division CORRE TION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION t,;.; S le UTILITIES -FIRE PROTECTION RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER Sealant Specialists - Hazardous Materials List - Oct. 29, 2012 Tukwila Business License # 00060839 Record #1227701-1 0008 10/3/2012 Coinbustibte or Flammable Class Manuf. Product Gallons C Pints Combustible 3B BASF Concresive 1090, Part A Combustible 3B Polytuff Topshield Accelerator Combustible 3B Westcoat EC -72A 25 3B Totals 25 Combustible 2 Westcoat EC -96A Flammable 1B Tarr Acetone Flammable 1B Tarr Isopropal Flammable 1B Westcoat SC -70 Stone Glaze Flammable 1B J -Drain J -Spray 50 Adhesive Flammable 1B Polytuff Envirogrip EP-#2, Side -A Flammable 1B Polyguard 650 LT Flammable 1B Polytuff Envirogrip PUR #5 Flammable 1B Tarr Xylene Flammable 1B Pac Poly ElastoPoxy Primer Flammable 1B Tremco Vulkem 191 Primer Flammable 1B Tremco ExoAir Primer Flammable 1B Westcoat EC -95A Flammable 1B Tremco Vulkem 351 Beige Flammable 1B Tremco Vulkem 171 Primer 0.5 2 1 3 9 30 2 25 42 15 8 1 1 10 4.5 35 5 5 2,1B & 1C Totals 192 7 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CORRECTION CITY OF TUKWILA LTR# FEB 2 5 2013 PERMIT CENTER Ca '3 3 E Calculations for : p,,.,._ _ mole SEALANT SPECIALISTS TU KWI LLA, WA Loading: 3900 # load levels 3 pallet levels @ 52, 104, 156 APPROVED Seismic per IBC 2009 100% Utilization Sds = 0.960 Sdl = 0.493 MAR 0 8 2013 I = 1.00 96 " Load Beams Uprights: 42 " wide City of Tukwila C 3.000x 3 . 000x 0.075 Columns BUILDING DIVISION C 1.500x 1.500x 0.075 Braces 5.00x 8.00x 0.375 Base Plates with 2- 0.500in x 3.25in Embed Anchor /Column 4.00x 2.750x 0.075 Load beams w/ 2 -Pin Connector 09 /27 /2o12iEVIEWE OD F R CODE COMPLIANC by : Ben Riehl Registered Engineer WA# 21008 bi x- 318 RECEIVED CITY OF TUKWILA OCT 0 3 2012 PERMIT CENTER Conterm ous 48-States 1,,2065 ASCE 7 Standard Latitude = 47.4735 Longitude = - 122.2535 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 • . -7. • :: ;Data are based on a 0.05 deg grid spacing .,,;•. -<<'. Period Sa - '.(sec) •(g) `'.. .?.0.2 1.442 (Ss, Site Class B) 1.0 0:494 (S1, Site Class B) • Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4735 Longitude = - 122.2535 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.506 Period Sa (sec) (g) 0.2 1.442 (SMs, Site Class D) 1.0 0.744 (SM1, Site Class D) IBC 2009 LOADING SEISMIC: Ss= 144.2 % g S1= 49.4 %g Soil Class D Modified Design spectral response parameters Sms= 144.2 % g Sds= 96.1 % g Sm1= 74.4 % g Sd1= 49.6 % g Seismic Use Group 2 9 1' Seismic Design Category D : < a on or D' -- - le = 1 R= 4 R= 6 Cs = 0.2403 W Cs = 0.1602 W Using Working Stress Design V = Cs"W /1.4 V= 0.1717W V= 0.1144W Depth Flange Lip Thickness R Blank = A = Ix = Iy = a a bar b b bar c c bar u gamma R' Cold Formed Channel 3.000 in 3.000 in 0.750 in 0.0750 in 0.1000 in 9.96 in 0.747 in2 1.191 in4 0.935 in4 2.6500 2.9250 2.6500 2.9250 0.5750 0.7125 0.2160 1.0000 0.1375 Fy = 55 ksi COLUMN SECTION wt = 2.5 plf Sx = 0.794 in3 Rx = 1.263 in Sy = 0.544 in3 Ry = 1.119 in Web w/t 35.3333 Flg w/t 35.3333 x bar 1.2423 m 1.6690 x0 - 2.9114 J 0.0014 x web 1.2798 x lip 1.7202 h/t 38.0000 Section Removing: 0.640 inch slot 0.75 inches each side of center on web 0.375 inch hole 0.87 inches from web in each flange A- = 0.152 in2 A' = 0.595 in2 x bar = 1.478 in I'x = 1.014 in4 S'x= 0.676 in3 R'x= 1.305 in I'y = 0.743 in4 S'y= 0.476 in3 R'y= 1.117 in Cold Formed Channel Depth 1.500 in Fy = 55 ksi Flange 1.500 in Lip 0.000 in Thickness 0.0750 in R 0.1000 in Blank = A = Ix = Iy = a a bar b b bar c c bar u gamma R' BRACE SECTION 4.23 in wt = 1.1 plf 0.317 in2 0.125 in4 Sx = 0.166 in3 Rx = 0.627 in 0.075 in4 Sy = 0.079 in3 Ry = 0.487 in 1.1500 Web w/t 15.3333 1.4250 Flg w/t 17.6667 1.3250 x bar 0.5060 1.4625 m 0.6531 0.0000 x0 - 1.1592 0.0000 J 0.0006 0.2160 x web 0.5435 0.0000 x lip 0.9565 0.1375 h/t 18.0000 4 Cold Formed Section HEIGHT OF BEAM 4.000 INCHES MAT'L THICKNESS 0.075 INCHES INSIDE RADIUS 0.100 INCHES WIDTH 2.750 INCHES STEEL YIELD 55.0 KSI LOAD BEAM STEP 1.625 INCHES HIGH 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC L Y LY LY2 Ii X LX LONG SIDE 3.6500 2.0000 7.3000 14.6000 4.0523 0.0375 0.1369 TOP 1.4000 3.9625 5.5475 21.9820 0.0000 0.8750 1.2250 STEP SIDE 1.3500 3.1500 4.2525 13.3954 0.2050 1.7125 2.3119 STEP BOTT 0.7250 2.3375 1.6947 3.9613 0.0000 2.2125 1.6041 SHORT SID 2.0250 1.1875 2.4047 2.8556 0.6920 2.7125 5.4928 BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 1.3750 3.3000 CORNERS 0.2160 3.9125 0.8450 3.3063 0.0004 0.0875 0.0189 2 0.2160 3.9125 0.8450 3.3063 0.0004 1.6625 0.3591 3 0.2160 2.3875 0.5157 1.2311 0.0004 1.8000 0.3888 4 0.2160 2.2875 0.4941 1.1302 0.0004 2.6625 0.5751 5 0.2160 0.0875 0.0189 0.0017 0.0004 2.6625 0.5751 6 0.2160 0.0875 0.0189 0.0017 0.0004 0.0875 0.0189 TOTALS 12.8459 25.3500 24.0270 65.7748 4.9516 17.8875 16.0064 AREA = CENTER GRAVITY = Ix = Sx = Rx = 0.963 IN2 1.870 INCHES TO BASE 1.934 IN4 Iy = 0.908 IN3 Sy = 1.417 IN Ry = 1.246 INCHES TO LONG SIDE 1.039 IN4 0.691 IN3 1.039 IN y RIVETS BEAM END CONNECTOR COLUMN MATERIAL THICKNESS = 0.075 IN LOAD BEAM DEPTH = 4 IN TOP OF BEAM TO TOP OF CONN= 0.000 IN WELD @ BTM OF BEAM = 0.000 IN LOAD = 3900 LBS PER PAIR CONNECTOR VERTICAL LOAD = 975 LBS EACH 2 RIVETS @ 4 " oc 0.4375 " DIA A502 -2 1st @ 1 "BELOW TOP OF CONNECTOR AREA = 0.150 IN2 EACH Fv = 22.0 KSI Vcap = 3.307 KIPS EACH RIVET BEARING Fb = 65.0 KSI BRG CAP= 2.133 KIPS EACH RIVET TOTAL RIVET VERTICAL CAPACITY = 4.266 KIPS 23% CONNECTOR 6 " LONG CONNECTOR ANGLE Fy = 50 KSI 1.625 " x 3 " x 0.1875 " THICK WELDS S = 0.131 IN3 Mcap = 3.924 K -IN 3.924 K -IN RIVET MOMENT RESULTANT @ 0.7 IN FROM BTM OF CONN M = PL L = 1.3 IN Pmax = Mcap /L = 3.018 KIPS RIVET LOAD DIST MOMENT P1 2.844 4.300 12.228 RIVET OK P2 0.198 0.300 0.060 P3 0.000 0.000 0.000 P4 0.000 0.000 0.000 TOTAL 3.042 12.288 CONNECTOR OK 0.125 " x 4.000 " FILLET WELD UP OUTSIDE 0.125 " x 2.375 " FILLET WELD UP INSIDE 0.125 " x 1.625 " FILLET WELD UP STEP SIDE O " x 1.000 " FILLET WELD STEP BOTTOM O " x 2.750 " FILLET WELD ACROSS BOTTOM O " x 1.750 " FILLET WELD ACROSS TOP USE EFFECTIVE 0.075 " THICK WELD L = 8.00 IN A = 0.600 IN2 S = 0.400 IN3 Fir = 26.0 KSI Mcap = 10.40 K -IN 10.40 K -IN In Upright Plane Seismic Load Distribution per 2009 IBC Sds = 0.960 Weight I = 1.00 Allowable Stress Increase 1.00 R = 4.0 V = (Sds /R) *I *Pl *.67 60 # per level frame weight Columns Q 42 " Levels Load WiHi Fi FiHi Column: (inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075 156 3960 618 955 149 104 3960 412 637 66 52 3960 206 318 17 KLx = 52 in 0 0 0 0 0 KLy = 43 in 0 0 0 0 0 A= 0.595 in 0 0 0 0 0 Pcap = 15804 lbs 11880 1236 1910 232 Column 73% Stress Max column load = 11459 # Min column load = -2337 # Uplift Overturning (. 6-. I1Sds )DL +(0.6- .14Sds).75PLapp- .51EL= (1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL = REQUIRED HOLD DOWN = - 1401 # MIN 7891 # MAX - 2337 # Anchors: 1 T = 2337 # 2 0.5 in dia HILTI TZ 3.25 "embedment in 2500 psi concrete Tcap = 2801 # 83% Stressed V = Braces: 955 # per leg Vcap = 4858 # = COMBINED = Brace height = 43 Brace width = 42 Length = 60 P = 2050 Use : It C 1.500x 1.500x 0 075 A = 0.317 in L/r = 124 Pcap = 3159 # 65% OK 20% Stressed 81% Stressed 1 In Upright Plane Seismic Load Distribution TOP LOAD ONLY per 2009 IBC Sds = 0.960 Weight I = 1.00 Allowable Stress Increase 1.00 R = 4.0 V = (Sds /R) *I *P1 60 # per level frame weight Columns @ 42 " Levels Load WiHi Fi FiHi Column: (inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075 156 3960 618 965 150 104 60 6 10 1 52 60 3 5 0 KLx = 52 in O 0 0 0 0 KLy = 43 in O 0 0 0 0 A= 0.595 in O 0 0 0 0 Pcap = 15804 lbs 4080 627 979 152 Column 36t Stress Max column load = 5653 # Min column load = -1847 # Uplift Overturning (. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL= (1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL = REQUIRED HOLD DOWN = - 2398 # MIN 5662 # MAX - 2398 # Anchors: 1 V = Braces: T = Tcap = 2398 # 2 0.5 in dia HILTI TZ 3.25 "embedment in 2500 psi concrete 2801 # 86W Stressed 490 # per leg Vcap = 4858 # = COMBINED = Brace height = Brace width = Length = P = Use : 43 " 42 " 60 " 1051 # C 1.500x 1.500x 0.075 A = 0.317 in L/r = 124 Pcap = 3159 # 33% OK 10W Stressed 79' Stressed B PAGE 1 MSU STRESS -11 VERSION 9/89 - -- DATE: 09/27/;2 - -- TIME OF DAY: 14:58:32 INPUT DATA LISTING TO FOLLOW: Structure Storage Rack in Load Beam Plane 3 Levels Type Plane Frame Number of Joints 14 Number of Supports 8 Number of Members 15 Number of Loadings 1 Joint Coordinates 1 0.0 52.0 S 2 0.0 104.0 S 3 0.0 156.0 S 4 49.5 0.0 S 5 49.5 52.0 6 49.5 104.0 7 49.5 156.0 8 148.5 0.0 S 9 148.5 52.0 10 148.5 104.0 11 148.5 156.0 12 198.0 52.0 S 13 198.0 104.0 S 14 198.0 156.0 S Joint Releases 4 Moment Z 8 Moment Z 1 Force X Moment Z 2 Force X Moment Z 3 Force X Moment Z 12 Force X Moment Z 13 Force X Moment Z 14 Force X Moment Z Member Incidences 1 1 5 2 2 6 3 3 7 4 4 5 5 5 6 6 6 7 7 8 9 8 9 10 9 10 11 10 5 9 11 9 12 12 6 10 13 10 13 14 7 11 15 11 14 Member Properties 1 Thru 3 Prismatic Ax 0.963 Ay 0.674 Iz 1.934 3 7 2 6 1 5 4 11 10 9 8 14 13 12 9 PAGE 2 MSU STRESS -11 VERSION 9/89 - -- DATE: 09/27/;2 - -- TIME OF DAY: 14:58:32 4 Thru 9 Prismatic Ax 0.595 Ay 0.298 Iz 1.014 10 Thru 15 Prismatic Ax 0.963 Ay 0.674 Iz 1.934 Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 5 Force Y -1.98 6 Force Y -1.98 7 Force Y -1.98 9 Force Y -1.98 10 Force Y -1.98 11 Force Y -1.98 5 Force X 0.044 6 Force X 0.086 7 Force X 0.130 9 Force X 0.044 10 Force X 0.086 11 Force X 0.130 Solve PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Seismic Analysis per 2009 IBC wi di widi2 fi fidi in 3960 0.5599 1241 88 49.3 44 88 3960 0.7559 2263 172 130.0 86 172 3960 0.8603 2931 260 223.7 130 260 0 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 11880 6435 520 403.0 520 g = 32.2 ft /sec2 T = 1.2773 sec I = 1.00 Cs = 0.0644 or 0.1600 Sdl = 0.493 Cs min = 0.096 R = 6 Cs = 0.0960 V = (Cs *I *.67) *W *.67 V = 0.0643 W *.67 = 520 # 100% /0 PAGE 3 MSU STRESS -11 VERSION 9/89 - -- DATE: 09/27/;2 - -- TIME OF DAY: 14:58:32 Structure Storage Rack in Load Beam Plane 3 Levels Loading Dead + Live + Seismic MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 0.000 -0.170 0.00 1 5 0.000 0.170 -8.39 2 2 0.000 -0.065 0.00 2 6 0.000 0.065 -3.22 3 3 0.000 -0.013 0.00 3 7 0.000 0.013 -0.63 4 4 5.869 0.256 0.00 4 5 -5.869 -0.256 13.31 5 5 3.905 0.198 4.40 5 6 -3.905 -0.198 5.87 6 6 1.954 0.098 2.19 6 7 -1.954 -0.098 2.93 7 8 5.869 0.264 0.00 7 9 -5.869 -0.264 13.73 8 9 3.905 0.234 5.31 8 10 -3.905 -0.234 6.88 9 10 1.954 0.162 3.65 9 11 -1.954 -0.162 4.75 10 5 -0.014 -0.186 -9.33 10 9 0.014 0.186 -9.05 11 9 0.000 -0.202 79798 ,54.10, COAAVi 11 12 0.000 0.202 0.00 /`'l 12 6 -0.013 -0.094 -4.84 12 10 0.013 0.094 -4.46 13 10 0.000 -0.123 -6.08 13 13 0.000 0.123 0.00 14 7 0.032 -0.039 -2.30 14 11 -0.032 0.039 -1.54 15 11 0.000 -0.065 -3.21 15 14 0.000 0.065 0.00 APPLIED JOINT LOADS, FREE JOINTS PAGE 4 MSU STRESS -11 VERSION 9/89 - -- DATE: 09/27/;2 - -- TIME OF DAY: 14:58:32 JOINT FORCE X FORCE Y 5 0.044 -1.980 6 0.086 -1.980 7 0.130 -1.980 9 0.044 -1.980 10 0.086 -1.980 11 0.130 -1.980 MOMENT Z 0.00 0.00 0.00 0.00 0.00 0.00 REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE Y 1 0.000 -0.170 2 0.000 -0.065 3 0.000 -0.013 4 -0.256 5.869 8 -0.264 5.869 12 0.000 0.202 13 0.000 0.123 14 0.000 0.065 MOMENT Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 FREE JOINT DISPLACEMENTS JOINT X- DISPLACEMENT 5 0.5599 6 0.7559 7 0.8603 9 0.5600 10 0.7559 11 0.8602 Y- DISPLACEMENT - 0.0177 - 0.0295 - 0.0353 - 0.0177 - 0.0295 - 0.0353 SUPPORT JOINT DISPLACEMENTS JOINT X- DISPLACEMENT 1 0.5599 2 0.7559 3 0.8603 4 0.0000 8 0.0000 12 0.5600 13 0.7559 14 0.8602 Y- DISPLACEMENT 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ROTATION - 0.0028 - 0.0016 - 0.0009 - 0.0026 - 0.0012 - 0.0002 ROTATION 0.0009 - 0.0001 - 0.0006 - 0.0146 - 0.0147 0.0018 0.0015 0.0012 IZ Beam - Column Check C 3.000x 3.000x 0.075 A = 0.595 in2 Sx = 0.676 in3 Rx = 1.305 in kx = 1.00 Stress Factor 1.000 Fy = 55 ksi Ry = ky = 1.117 in 1.00 Point P M Lx Ly Pcap Mcap Ratio 9 5.9 13.7 52.0 43.0 15.80 22.30 99% 10 4.0 6.9 52.0 43.0 15.80 22.30 56% 11 2.0 4.8 52.0 43.0 15.80 22.30 34% 0 0.0 0.0 52.0 43.0 15.80 22.30 0% 0 0.0 0.0 52.0 43.0 15.80 22.30 0% 0 0.0 0.0 52.0 43.0 15.80 22.30 0% Load Beam Check 4.00x 2.750x 0.075 A = 0.963 in2 Sx = 0.908 in3 Length = 96 inches Fy = E = Ix = 55 ksi 29,500 E3 ksi 1.934 in4 Pallet Load 3900 lbs Assume 0.5 pallet load on each beam M = PL /8= 23.40 k -in fb = 25.77 ksi Fb = 33 ksi Mcap = 29.97 k -in 39.96 k -in with 1/3 increase Defl = 0.39 in = L/ 244 78% w/ 25% added to one pallet load M = .232 PL = 21.72 k -in 72% 15 Base Plate Design Column Load Allowable Soil Assume Footing Soil Pressure 8.6 kips 1500 psf basic 28.7 in square on side 1500 psf Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = wl "2/3 Use 5 "square base plate w = Load factor = Shear : 10.4 psi 1.67 1 = M = 5 in thick slab f'c = s = 4.17 in3 fb = Fb = 5(phi) (f'c ".5) = Beam fv = Punching fv = Base Plate Bending 33 psi Fv = 63 psi Fv = 9.36 in 508 # -in 2500 psi 122 psi 163 psi 85 psi 170 psi Use 0.375 " thick 1 = 1.5 in w = 344 psi fb = 16500 psi Fb = 37500 psi OK !! OK !! OK !! OK !! I4 Date OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during nff hours. 6- t2 -123 Permit Number: 12 —51 le Requ sted By: Co 00-1P\ P d1s Firm Company: Sea(�n Ir. (-c-+�l ■S Insp ion Information ff Project Name: ,lo.�� �c5�•�`5 Project Address /Location: 152 S 11i9"- Requested Date for Inspection: 6 - 1 t - 15 Contact Name: Cx7C(Ji ) d - sof' II Special Conditions for Consideration: .l5Vl STS s4- Requested Time: c{ ` 00 &PM Phone Number: 7Ob H5c'{-nss kkj d oggy sws't_ "" Contractor will be charged a minimum for four (4) hour inspection time for any off -hours inspection work at $94.50 per hour (minimum total of $378.00), This is to be paid at the time of request. •" The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overti a inspections on the above referenced project. A separate invoice will be issued for ail inspection time in excess of (4) hours. Signature: Printed Name: zvtls.orR�r; - 4 Approved: Disapproved. �%'� Remarks: Date o Approval /Disappro Autho lzed Reviewer: T000 /T000 tI Date: _ _ W:\Pero* Cent er\Templetes\Forms \Off Hours irtsoettlon.docx IsONINVD 60991'Z990Z %Vd I+Id co: Z CTOZ /ZT /90 • grouparchitect February 22, 2012 Jennifer Marshall, Permit Technician Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Correction Response #1 — Sealant Specialists 6452 S 144th Street, Tukwila, WA / COT #D 12 -318 Dear Jennifer, We have been recently engaged by Sealant Specialists to act as their Architect of Record, review their prior permit application files for deficiencies as noted in your comment letters, and prepare the subsequent responses for your review. We have therefore created a new drawing sheet A2, added it to the existing plan set, renumbered the existing 2 sheets in the set, and updated our drawings per your correction notice dated October 19, 2012 noting the changes below. BUILDING DIVISION I. A control area is proposed for this project. Control areas are required to be separated from other control areas with a one hour fire barrier. If this entire space is deemed a control area, the demising wall between this space and the adjoining tenant would need to be o fire barrier. Please define the control area and show fire barrier walls needed to separate control areas. Applicant Response: Control area defined to include entire tenant space. Verification of the existing tenant demising wall as being I -hour construction was performed by our office by partially deconstructing the wall surface and verifying the GWB construction and stud types. Photographic documentation of the findings can be presented upon request. The wall construction callouts and extents have been noted on the new drawings, sheet A2. 2. Emergency lighting is required for exiting from the warehouse. Please provide an egress plan showing the egress path required to have emergency lighting per section 1006 of the International Building Code. Also note that on emergency light fixture is required on the exterior side of each required exterior egress door. Applicant Response: Egress plan updated on new sheet A2, original plan deleted on sheet A0. Egress lighting has been located on the plans as well. Existing overhead light fixtures are proposed to be reballasted to provide battery backup illumination as required. Additional new exterior egress light fixtures have also been called out on the plans. See sheet A2. 3. The elements noted in items one and two above will need to be designed, drawn, and stamped by an architect licensed in the State of Washington. Applicant Response: Grouparchitect is now the Architect of Record. Our stamp has been affixed to the new sheet A2 RECEIVED CITY OF TUKWILA CORRECTION FEB 2 5 2013 s1 8 PERMIT CENTER 2222 eastlake avenue east, seattle, washington 98102 206.365.1230 206.365.1857 www.grouparch.com • • grouparchitect FIRE PREVENTION BUREAU 1. The Fire Protection Analysis done by Archer Construction is incorrect. The values given in International Fire Code Table 2703. I are already stated in gallons and do not need to be "converted ". Please re- submit a corrected analysis. Applicant Response: Fire Protection Analysis revised and attached to this comment response letter. 2. Please submit a Hazardous Materials Inventory statement for verification that the amounts stored do not exceed the maximum allowable quantities stated in Table 2703.1. Applicant Response: Hazardous Materials Inventory has been included and attached to this comment response letter. Thank you for your time in reviewing this project. If you have any questions please do not hesitate to call. Sincerely, Brian J. Palidar AIA, CSBA Principal Architect RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER 03 -01 -2013 City !f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director ROGER STUESSI 9883 40 AV S SEATTLE WA 98118 RE: Permit Application No. D12 -318 SEALANT SPECIALISTS 6452 S 144 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/03/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/01/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall t Technician File: Permit File No. D12 -318 6300 Southcenter Boulevard, Suite #100 - Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206-431 -3665 • • grouparchitect February 22, 2012 Jennifer Marshall, Permit Technician Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Correction Response #I — Sealant Specialists 6452 S 144th Street, Tukwila, WA / COT #D 12 -318 Dear Jennifer, We have been recently engaged by Sealant Specialists to act as their Architect of Record, review their prior permit application files for deficiencies as noted in your comment letters, and prepare the subsequent responses for your review. We have therefore created a new drawing sheet A2, added it to the existing plan set, renumbered the existing 2 sheets in the set, and updated our drawings per your correction notice dated October 19, 2012 noting the changes below. BUILDING DIVISION I. A control area is proposed for this project. Control areas are required to be separated from other control areas with a one hour fire barrier. If this entire space is deemed a control area, the demising wall between this space and the adjoining tenant would need to be a fire barrier. Please define the control area and show fire barrier walls needed to separate control areas. Applicant Response: Control area defined to include entire tenant space. Verification of the existing tenant demising wall as being 1 -hour construction was performed by our office by partially deconstructing the wall surface and verifying the GWB construction and stud types. Photographic documentation of the findings can be presented upon request. The wall construction callouts and extents have been noted on the new drawings, sheet A2. 2. Emergency lighting is required for exiting from the warehouse. Please provide an egress plan showing the egress path required to have emergency lighting per section 1006 of the International Building Code. Also note that on emergency light fixture is required on the exterior side of each required exterior egress door. Applicant Response: Egress plan updated on new sheet A2, original plan deleted on sheet A0. Egress lighting has been located on the plans as well. Existing overhead light fixtures are proposed to be reballasted to provide battery backup illumination as required. Additional new exterior egress light fixtures have also been called out on the plans. See sheet A2. 3. The elements noted in items one and two above will need to be designed, drawn, and stamped by an architect licensed in the State of Washington. Applicant Response: Grouparchitect is now the Architect of Record. Our stamp has been affixed to the new sheet A2 RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER CORRECTION LTR # bU3t8 2222 eastlake avenue east, seattle, washington 98102 206.365.1230 206.365.1857 www.grouparch.com • • grouparchitect FIRE PREVENTION BUREAU 1. The Fire Protection Analysis done by Archer Construction is incorrect. The values given in International Fire Code Table 2703.1 are already stated in gallons and do not need to be "converted ". Please re- submit a corrected analysis. Applicant Response: Fire Protection Analysis revised and attached to this comment response letter. 2. Please submit a Hazardous Materials Inventory statement for verification that the amounts stored do not exceed the maximum allowable quantities stated in Table 2703.1. Applicant Response: Hazardous Materials Inventory has been included and attached to this comment response letter. Thank you for your time in reviewing this project. If you have any questions please do not hesitate to call. Sincerely, Brian J. Palidar AIA, CSBA Principal Architect RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER C O N S T R U C T I O N , I N C /555 5. LW— btreet • Kent, WA you i 03.872.7222 • Fax 253.872.7277 ARCHEI - 219 *DR FIRE PROTECTION DIVISION Sealant Specialties 6452 So 144th St Tukwila,WA 98188 RE: Fire protection of Class I — II Commodity and Flammable & combustible liquids Occupancy: Mixed Use Groups B ( Office), S -1 Storage. Square footage: Entire tenant space = 10,728 Office area = 813 Storage area = 9,915 The following is a review of the storage of class I — II commoditys Indoors in new racks and a small amount of Flammable & combustible liquids in a control area per IFC Section 2703.1.1(1) The existing building is protected by an automatic fire sprinkler system with large orifice high temperature heads and has a design density of .395/5600. This density will allow the storage of Class I — II commodity to a height of twenty feet, The majority of the Products stored are Grouts, water proof sealants, Adhesives and concrete stains that are a non combustible commodity. The storage of Flammable & Combustible liquids represents a small amount of the overall storage and is mostly in small metal containers of five gallons or less per container. Some of the types of Flammable liquids are Class 1A,1 B,1 C as well as some lass II and IIIA and IIIB. Per IFC Section 2703.1.1 and Table 2703.1.1 (1) Allowable quantiy in a control area in Liquid gallons. Class IIIA Liquid Gallons = 330 Gallons, Note D Increase 100 % = 660 Gallons Class IIIB Liquid Gallons = 13,200 Gallons, Note D Increase 100 % = 26,400 Gallons Class II, IB and IC in Liquid Gallons = 120 Gallons, Note D Increase 100 % = 240 Gallons Class IA, in Liquid Gallons = 30 Gallons, Note D Increase 100 % = 60 Gallons If Class IA is placed in approved storage cabinets or exhausted enclosures then it can be increased by 100% per note E. Per IFC Table 3404.3.6.1 Maximum storage height in a control area = Class IA = 4' -0 Class IB,IC and Class II = 8' -0 Class IIIA and IIIB = 12'-0 Thank You, Anthony Carrizosa Archer construction,Inc Fire Protection Division CORREC LTR #_�. --�- r,T�ON t.1.; SI e UTILITIES -FIRE PROTECTION RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER • Sealant Specialists - HazalOus Materials List - Oct. 29, 2012 • Tukwila Business License # 00060839 Record #1227701 -1 0008 10/3/2012 Combustible or Flammable Class Manuf. Product , Gallons C Pin Combustible Combustible Combustible 38 3B 3B BASF Polytuff Westcoat Concresive 1090, Part A Topshield Accelerator EC -72A 25 3B Totals 25 Combustible Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable Flammable 2 1B 18 1B 18 18 18 1B 1B 18 1B 1B 1B 1B 1B Westcoat Tarr Tarr Westcoat 1 -Drain Polytuff Polyguard Polytuff Tarr Pac Poly Tremco Tremco Westcoat Tremco Tremco EC -96A Acetone Isopropal SC -70 Stone Glaze 1 -Spray 50 Adhesive Envirogrip EP-#2, Side -A 650 LT Envirogrip PUR #5 Xylene ElastoPoxy Primer Vulkem 191 Primer ExoAir Primer EC -95A Vulkem 351 Beige Vulkem 171 Primer 0.5 2 1 3 9 30 2 25 42 15 8 1 1 10 4.5 35 5 5 2,1B &1CTotals 192 7 0 t CORRECTION RECEIVED CITY OF TUKWILA FEB 2 5 2013 PERMIT CENTER • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 19, 2012 Roger Steussi 9883 40 Ave S Seattle, WA 98118 RE: Correction Letter #1 Development Permit Application Number D12 -318 Sealant Specialists — 6452 S 144 St Dear Mr. Stuessi, 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 and Fire Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Fire Department: Alan Metzler at 206 971 -8718 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 -318 N W:\Perrnit Center \Correction Letters\2012\D12 -318 Correction Letter ii1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 `i • Tukwila Building Divisio Dave Larson, senior Plan Examiner Building Division Review Memo Date: October 11, 2012 Project Name: Sealant Specialists Permit # D12 -318 Plan Review: Dave Larson, Senior 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 1 1 x 17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. A control area is proposed for this project. Control areas are required to be separated from other control areas with a one hour fire barrier. If this entire space is deemed a control area, the demising wall between this space and the adjoining tenant would need to be a fire barrier. Please define the control area and show fire barrier walls needed to separate control areas. 2. Emergency lighting is required for exiting from the warehouse. Please provide an egress plan showing the egress path required to have emergency lighting per section 1006 of the International Building Code. Also note that on emergency light fixture is required on the exterior side of each required exterior egress door. 3. The elements noted in items one and two above will need to be designed, drawn and stamped by an architect licensed in the State of Washington. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Project Name: Sealant Specialists Address: 6452 S 144 St Permit #: D12 -318 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. The Fire Protection Analysis done by Archer Construction is incorrect. The values given in International Fire Code Table 2703.1 are already stated in gallons and do not need to be "converted ". Please re- submit a corrected analysis. 2. Please submit a Hazardous Materials Inventory statement for verification that the amounts stored do not exceed the maximum allowable quantities stated in Table 2703.1. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. ��. ISy O K PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -318 DATE: 02 -25 -13 PROJECT NAME: SEALANT SPECIALISTS SITE ADDRESS: 6452 S 144 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTME NTS: _� 1 /�W 4 Bing Division I��] Public Works ❑ inn �wc a2'' 13 Fire Prevention wit Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02 -26 -13 Not Applicable 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: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03 -26 -13 Permit Center.Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PE A` CO ��'.�:, : copy. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12- 318 DATE: 10 -03 -12 PROJECT NAME: SEALANT SPECIALISTS SITE ADDRESS: 6452 S 144 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued D PART ENTS: ,� O,f,L Building Division iit- Fire Prevention j Public Works ❑ Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-04 -12 Complete Incomplete ❑ Not Applicable ❑ Comments: Perin it Center Use.Only' , .? y; INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -01 -12 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use'Onl , ; • CORRECTION LETTER MAILED: I�%IC1�I Departments issued corrections: Bldg 4 Fire Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 City of Tukwila Deparrment'of. Community Development 6300 Southcente'rBoul•vard, Suite #100 Tukwila, Wasliington. 58'I88 Phone: 206431=3670 Fax: 206 -431 -3665 Web site: http :i/www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: 'L /'L�i /1'6'1-* ❑ Response to Incomplete Letter # O Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D12-318 Project Name: Sealant Specialists Project Address: 6452 S 144 St Contact Person: 112-1 A40 Phone Number: o 11-3 x.20• Summary of Revision: 12-€5 (D NsrS L 4 T'T f�-, frrTAr- NAZD 41 4?g--t4i - . 4,o/jp ,11 t'i eV Dlt4tAJ tN G S rm/t./ BC,(". 19 1/0(v Govi-eu rifDtJ ttt- r)� l i t " FtB 2 5. MI PERMR Sheet Number(s): 40 / A'2 "Cloud" or highlight all areas of revision including da of revisi n r r Received at the City of Tukwila Permit Center by: '—Entered in Permits Plus on \applicationslforms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 Contractors or Tradespeople jnter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEN 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 ENGINEERED PRODUCTS, A PAPE CO UBI No. 602684203 Phone 2063943300 Status Active Address 9883 40Th Ave So License No. ENGINPC931C0 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 2/20/2007 State WA Expiration Date 2/20/2015 Zip 98118 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ENGINSP142RA ENGINEERED STORAGE PRODUCTS CO Construction Contractor General Unused 12/1/1986 1/1/2000 Archived GADCOMH991K4GADCOMATERIAL HANDLING LLC Construction Contractor General Unused 5/24/2001 1/3/2009 Expired ENGINPI013JK ENGINEERED PRODUCTS INC Construction Contractor General Unused 4/12/1999 1/6/2010 Out Of Business Business Owner Information Name Role Effective Date Expiration Date CT CORP SYSTEMS Agent 02/20/2007 Amount SALMAN, DAVID EROL President 02/16/2007 TBJZ11261114012 PAPE, RANDALL JORDAN Secretary 02/04/2013 WETLE, CHRISTOPHER THOMAS Vice President 02/04/2013 Co Arch Specialty Ins RIECKE, ROBERT JOHN Vice President 02/04/2013 PAPE, MARY SUSAN Vice President 02/04/2013 3 HOLLINGSHEAD, DANNY W Vice President 02/16/2008 02/12/2013 RIECKE, ROBERT J Secretary 02/16/2007 02/04/2013 SAYLOR, THOMAS H Treasurer 02/16/2007 02/04/2013 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 FIDELITY E DEPOSIT CO OF MD 08748464 02/13/2007 Until Cancelled $12,000.00 02/16/2007 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 5 Wausau Underwriters Ins Co TBJZ11261114012 09/30/2012 09/30/2013 $1,000,000.00 10/18/2012 4 Co Arch Specialty Ins ZAGLB9124000 09/30/2011 10/30/2012 $1,000,000.0010 /05/2011 3 ARCH INS CO ZAGLB9118200 09/30/2010 09/30/2011 $1,000,000.0009 /24/2010 2 ARCH INS CO ZAGLB9070400 09/30/2008 09/30/2010 $1,000,000.00 09/28/2009 1 C2081198749 01/01/2007 01/01/2009 $1,000,000.0012 /21/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 03/18/2013 VACINITY MAP SEPARATE PERMIT REQUIRED FOR D Medlalr el 15) Bectrical El Plumbing "D Gas PiphIg City of Tukwila LDING DIVISION SITE PLAN= REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2013 City of Tu ila BUILDINGQ ISlON REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 11OT7: Revisions will require a new plan submittal and may include additional plan review fees. RESUBMITTED AS SEPARATE DOCUMENT, REMOVED FROM THIS SHEET 7855 S. 2 06th Street • Kent, WA 98032 253.872.7222 • Fax 253.872.7277 ARCHEt 2194DR NSTRUCT1ON, INC Sealant Spe 6452 So 144m Tukwita,WA 9818 KE: Fire protection o ss I — II Commodity and Flammable & combustible liquids Occupancy: Mixed Use s •ups B ( Office), 8-1 Storage. Square footage: Entire tenant space 0,728 Office area = 813 Storage area = 5 The following is a review of the •, - of class 1 — II commoditys Indoors new Flammable & combustible liquids in a co area per IFC Section 2703.1.1(1) The existing building is protected by an auto tic fire sprinkler system with a design density of .395/5600. This density wii w the storage of Class The majority of the Products stored are Grouts, ter proof seala - At combustible commodity. The storage of Flammable & Combustible liquids rep 1 metal containers of five gallons or less per container. Some of the types of Flammable liquid are Class 1A,1B,1C Per IFC Section 2703.1.1 and Table 2703.1.1 (1) A Per 2703.1.2 Conversion, a Converstion of ten pounds r gallon Class I11A Liquid Gallons in Pounds = 330110 = 33 , ons, Note D Class IIIB Liquid Gallons in Pounds = 13,200 1 1 t 1,332 Gallons, Note Class 11, 1B and IC in Liquid Gallons in pounds 20/ 10 =12 Gallons, Note Class IA, in Liquid Gallons in pounds = 301 3 Gallons, Note D Increase 1 t ► ' If Class IA is placed in approved storage - .'nets or exhausted enclosures then i Per 1FC Table 3404.3.6.1 Maximum ' .•e height in a control area = • orifice high temperature heads and has 11 commodity to a height of twenty feet. hesives and concrete stains that are a non amount of the overall storage and is mostly in small in a control area in Liquid gallons in Pounds. the actual pounds per gallon are not known. ase 100 % = 66 Gallons ncrease 100 % = 2,640 Gallons ncrease 100 % = 24 Gallons = 6 Gallons be increased by 100% per note E. Class IA = 4'-0 Class IB,1C and Cta Class IIIA and I1IB =12'-0 See Rack plans for control . Thank You, sltructlon,Inc tection Division BUILDING EXIT PLAN REPLACED BY ARCHITECT'S PLANS, SEE SHET A2 PI AN VI W crAI F. 1 /R" = 1' —fl" FILE COPY Permit No. 12 r,._.t y, Plan review approval is subject to errors and omissions. Approval of constriction documents does not authc zs ttu vocation of any adopted code or ordnance. Beccipt of approved Field CCoft and eondNions is admowledged: B %`�� � �G City Of Tukwila BUILDING DIVISION bI3 18 CORRECTION RECEIVED ;; T Y OF TUKWILA FEB 2 5 2013 PERMIT CENTER ' THIS DRAWING AND DESIGNS REVISION THEREON SHALL NOT BE .�„.. ''''-'''''''''t'14';':.' -� ' ENGINEERED '"' DUPLICATED, USED OR DISCLOSED ND. HATE DESCRIPTION TO OTHERS FOR PROCUREMENT OR .. 9883 40TIw1 AVENUE SOU i H Seattle, WA 98118 OTHER PURPOSES, EXCEPT AS ---• OTHERWISE AUTHORIZED BY 2 -� CONTRACT, WITHOUT EXPRESS 'hone; 206 - -394. --3300 lax: 206 -5 5--66$$ WRITTEN CONSENT OF ENGINEERED 3 �"°"" .5,�;... , .� . ':,-,F,, PRODUCTS. Storage r I I ALL REPRODUCTIONS SHALL BEAR _... THIS NOTICE. c 0 w 0 z DRAWN BY: B.HANNA SCALE: STATED DATE: 10/01/12 JOB NO: XXXXX CHECKED BY RS SHEET RENUMBERED SHEET NO. 96W -420 11” 96W-420 I 96W -42D 99 420 96W --420 96W -42D / 96W-420 28' 96W-420 1.3.2" 26' OZtr -M96 OZ-17-M96 OZt -M96 ! OZtr -M96 Ztr --M96 12' 96W-42D 96W -420 ii 9'6W -42D 96W -42D OZ$ -M96 4 OZ-0-M96 6i1 -42D i 96W -42D OZtr -M96 GZi' -M96 { UZt -M96 E OZtr -M96 i OZV -M96 aZtr -M96 96W -42D 15' -2" 1= ty1 -699 40' 1 aZtr -M96 fi OZtr -M96 0Ztr -M96 ; GZtr -M96 r9;;;;-42D ij 96W -42D ' 9641- 42D 96W -42D 12' 96W -42D 96W -42D 96W-42D „"-- 1 OZtr -M96 I _ I OZtr -M96 1 OZfr -M96 OZV -M96 L. ,_..., GZ-b -M96 — GZtr -M96 aZtr -M96 =# 4 96W -420 A-4 96W -42D 96W -42D 63' -2" UPRIGHT 0' PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA. TO BE PLACED IN CONSPICUOUS LOCATION STATING 3900# CAPACITY @ 52`, 4', 56' 8' -0' LOAD BEAM d CONNECTOR LOAD BEAM 4' -4' dt CONNECTOR LOAD BEAM t- CONNECTOR 4' -4' 4, -4' LOAD BEAM ELEVATION RACK SHELVING PLAN ONLY, SEE SHEET A2 FOR ARCHITECT'S FLOOR PLAN AND EXITING / LIGHITING UPRIGHT NOTES 1.) DESIGNED PER 2009 IBC & ASCE /SEI 7 -05 CHAPTER 15 2.) MATERIAL SPECS: Fy = 55ksi ALL WELDS E70xx ELECTRODES 5" CONCRETE SLAB 2500psi 3,) SEISMIC Sds =96'/. ALLOW SOIL PRESSURE 1500psf 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE HILTI TZ MINIMUM OF 3.25' EMBEDMENT PER ESR #1917 SPECIAL INSPECTION IS REQ'd 9-27 -2012 EASY UP STORAGE for SEALANT SPECIALISTS 6.452 S .144th, TUKWILA, WA 42'-- --1.0" cA REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2013 City of Tukwila BUILDING DIVISION V38v AINO0 SfOGVZVR i OZ17-M96 : QZtr -M96 . - I OZtr -M96 OZt-M96 19' q 99 S 1 HAZORDOUS CONTROL RACK PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING 3900# CAPACITY @ 52' 8' -0' NOST ©RAGE ABOVE 8 FEET CONNECTOR LOAD BEAM PI AN VIEW \--CONNECTOR 4=-41. LOAD BEAM ELEVATION nn a • r ■ 3/8'x 5`x 8' BASEPLATE (2) 1/2'0 ANCHORS COLUMN & BASE PL LOAD BEAM 1 -5/8'H x 1' W STEP C 11.5 x 1.5 1.5 44 GA THK f-1 2' OF 1/8' FILLET WELD EA END TO COLUMN BRACE (2) PIN CONN 0 14 GA THICK %.0 1-5/8x 3x 3/16' THK BRACE CONN <23 AISI A502 -2 RIVETS LOAD BEAM 7/16'0 4'oc HOOK THRU SLOTS IN COLUMN CONNECTOR 1/8V VERT EDGES COLUMN 1/8 3/8x 5x 8 BASEPLATE (2) 1/2'0 ANCHORS 6'oc EA SIRE FF LET 5' 1 5' CONCRETE SLAB ON GRADE COLUMN BASE X- SECTION .25' CONNECTOR bp,..319 SAFETY PIN TO RESIST wooB UPLIFT LOAD COLUMN -BEAM CONN RECEIVED CITY OF TUKWILA FEB 25 2013 IIVIIT INTER co zs w 0. CO z w c co 00 00 e ec rn O DRAWN BY: B. HANNA JOB NO: XXXXX CHECKED BY RS SH (EX) EXIT DOOR TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED MAR OR 2013 City of Tukwila BUILDING DIVISION (EX) laa' -O" OVERALL (Ex) Qa' -O" (Ex) 4o' -o" (Ex) 60' -0" (EX) EXIT LIGHT W/ BUG -EYE EMERGENCY ILLUMINATION 4 BA 1 I tRY BACKUP, TYP (2) LOCATIONS AT EXTERIOR WALL EXIT DOORS NEW EXTERIOR EGRESS LIGHTING A/ BATTERY BACKUP, TYP (2) LOCATIONS ct - all rights reserved 0 2011 grouparchi \'\ 1 \\ �F_` °/ // / / EXIT #„1",„/ �yw / / / / j fr' / FED /I // ti ✓ / D - % © 1/ //////// / / / /// / /,/ /// / ;lrf / / / / / / % % f / / /// / j ! ? /;/ //` % % i / / //'%///� o a K / E +18 6 : tai //E41,-/ 1t�8 , - 1/'' r 3 76 AFF/7 t ei AFF 1/1 ✓ T T T _I I W I 1 1 I/ I I `---- I i I I I 1 I I 1 1 i- - - - -___ El +18' -6" AFF 1 (EX) OVERHEAD LIGHT 1 FIXTURE, TYP El +18' -6" AFF 1 1 1 1 r EXIT '1 `�/ /oil /in 1 ' E2 +1S' -6" AFF j' , /ox 1 I I / E2 FIXTURES TO BE / // I REBALLASTED AS NEEDE 4 i 1 ALL 1 TO PROVIDE BATTERY / 1 'r // / BACKUP AND EGRESS 1 / / I PATHWAY LIGHTING, K//////////////-/ % ' „ TIP (1) LOCATIONS / / El +18' -6” AFF i 1 T T T T T 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I I I 1 1 1 1 1 I 1 1 I i L .1_ J_ J- J_ J_ J- J- J T T T T T T T J I i 1 i I I I 1 I I 1 1 1 I I 1 I 1 1 1 1 1 J_ _L J_ J_ J_ J_ J_ 1 C - - --C El +I8' -6" AFF C- = - -C El +IS' -6" AFF C — — — — El +IS' -6" AFF (EX) DOOR TO REMAIN 44" AISLE TYP AT EGRESS PATHWAYS, EMERGENCY LIGHTING REQ'D TO PROVIDE MIN 1.0 FT /CANDLE AT WALKING SURFACE PER 1006.2. PROVIDE MIN QO -MIN SAI IERY BACKUP PER 1006.3 C - - - -C El +18' -6" AFF ✓ T T T T T T T T T -I 1 1 I 1 I I 1 I 1 I 1 1 I I I I I 1 I I I I 1 I 1 I I 1 1 1 1 1 1 L J_ J- J_ J_ J_ _L J_ !_ J- J 1- T T T T T T T T T -1 1 I I 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 I L L J_ L J- J- L _L J_ J- J n it El + 1' AFF (N, T 1 1 1 y'iOM •NINE n'El nEI 11 +01 11 +q'AFF II --, ---- H 11 T Li El +18'-4" AFF I 1 (EX) YlAREHOUSE (5-I) 9,gg15 of 1 500 = 11.83 occ (1 EXIT REQ'D) 2 EXITS REQ'D DUE TO COMMON PATH OF EGRESS TRAVEL > 100' IN SPRINKLERED BLDG (10143) 2 EXITS REQ'D 1 2 EXITS PROV'D =-_- -� El +18' -6" AFF too,-O 4M m Hx� ICI_ El +IS' -6" AFF (Ex) DOOR & EXIT SIGN TO REMAIN (X) OFFICE (B) 1 EXITS REQ'D / 1 EXITS PROV'D r I I L El +18' -6" AFF T T J I I I � I I I I I I J- J_ J FE x w 1/ /f 6'7 __...1.___ -: I.Y.. /%.....��...�. ��. 1%. f��..�1. /...,'f.` ADJACENT TENANT (NO WORK PROPOSED HLE) 1 ... 1f_: _.iI ____ff...'. ;./ EXISTING NON - BEARING DEMISING WAL (I-HR CON5�rT1ON L �i -i � vVit..+ii v ! � IBC TABLE 1201 . 2 ITEM 5 /S" TYPE X GWB 2X6 WOOD STUDS @ 16" 0.C. 5 /S" TYPE X GAB f'f HAZARDOUS MATERIALS STORAGE RACKS (CONTROL AREA TO INCLUDE ENTIRE TENANT SPACE). I -HOUR FIRE BARRIER TO BE PROVIDED AT TENANT DEMISING !MALL. /•f ff (1.-319 RECEIVED CITY OF TUKWIL/i. FEB 2 5 2013 -- ��ERMIT CENTER Ci grouparchitect 2222 eastlake avenue east Seattle, washington 98102 p 206.365.1230 f 206.365.1 857 8262 REGISTERED A. IT IAN JEFF EY PALIDAR STATE OF WASHINGTON project Sealant Specialists 6452 S 144th Street Tukwila, WA for: SEALANT SPECIALISTS 6452 S 144th Street Tukwila, WA issue: BUILDING PERMIT SET date issued: r EDRUARY 19, 2015 revisions Q2 -I01-iS PERMIT SUBMITT sheet tide: PLAN: FLOOR I drawn: checked: project no: BJP BJP 1304