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Permit D08-401 - CARBOLINE - TENANT IMPROVEMENT
T OEr8OGE S AM TVNI3llVJk isva L I itii INIIOIRIVO 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.ci.tukwila.wa.us This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -401 Occupant /Tenant: CARBOLINE Building Address: 12117 EAST MARGINAL WY 5, SUITE NO. Parcel No.: 1023049041 Property Owner: TRAVERSO PROP LLC 11025 SE 60TH , BELLEVUE WA 98006 Use: WAREHOUSE /OFFICE Occupancy Group /Division: H -3 /B Type of Construction: III -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 33 CERTIFICATE OF OCCUPANCY 0 BUILDING ' FFICIAL DA THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 1023049041 Address: 12117 EAST MARGINAL WY S TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: CARBOLINE Address: 12117 EAST MARGINAL WY S , TUKVVILA WA Owner: Name: TRAVERSO PROP LLC Address: 11025 SE 60TH , BELLEVUE WA 98006 Phone: Contact Person: Name: BOB KROESE Address: 119 S MAIN ST, STE 410 , SEATTLE WA 98104 Phone: 206 624 -3210 Contractor: Name: SEA CON LLC Address: 165 NE JUNIPER ST , STE 100 98027 Phone: Contractor License No: SEACOL *012R7 doc: IBC -10/06 Cityif Tukwila • DEVELOPMENT PERMIT Permit Number: D08 -401 Issue Date: 01/22/2009 Permit Expires On: 07/21/2009 Value of Construction: $85,000.00 Fees Collected: $1,888.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIIB Occupancy per IBC: 0013 DESCRIPTION OF WORK: CONVERT AN EXISTING 10,058 SF WARE HOUSE SPACE INTO AN H -3 OCCUPANCY. IMPROVEMENTS INCLUDE NEW CONTAINMENT CURB, NEW 1 -HOUR WALL BETWEEN H -3 MEZANNINE, AND IN- FILLING AN EXISTING OPENING BETWEEN TENANTS. * * continued on next page ** Expiration Date: 08/01/2010 D08 -401 Printed: 01 -22 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 N City (*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.ci.tukwila.wa.us I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ance of work. I am authorized to sign and obtain this development permit. Signature: - Date: 0' A Z • a ,fi r ,o ,,ea.eo Permit Number: D08 - 401 Issue Date: 01/22/2009 Permit Expires On: 07/21/2009 % ■Date: d`�" v I 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. D08 -401 Printed: 01 -22 -2009 Parcel No.: 1023049041 Address: 12117 EAST MARGINAL WY S TUKW Suite No: Tenant: CARBOLINE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** ® • 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.ci.tukwila.wa.us PERMIT CONDITIONS 5: The special inspections and verifications for concrete construction shall be required. Permit Number: D08 -401 Status: ISSUED Applied Date: 08/12/2008 Issue Date: 01/22/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: All wood to remain in placed concrete shall be treated wood. 11: Masonry construction shall be special inspected. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D08 -401 Printed: 01 -22 -2009 Permit Center. • 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.ci.tukwila.wa.us 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 22: A minimum of one portable fire extinguisher having a rating of not less than 20 -B shall be located outside of, but not more than l Oft. from, the door opening into a liquid storage room. 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 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: 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) 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: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 28: 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) 29: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) doc: Cond -10106 D08 -401 Printed: 01 -22 -2009 • 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.ci.tukwila.wa.us 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between 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) 33: 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) 34: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 35: Provide mechanical ventilation per IFC section 2704.3 and the International Mechanical Code. 36: Flammable liquid storage rooms shall comply with IFC Section 34043.7. 37: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) (Provide hydraulic calculations to verify existing sprinkler density and 500 gpm hose stream allowance.) 38: 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) 39: All new sprinlder systems and all modifications to existing sprinlder 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 40: Provide sprinkler plans to verify maximum sprinkler head spacing of 100 sq ft. 41: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. (Install manual pull stations at all exterior exits and outside of doors leading into the flammable liquid storeage room.) 42: The flammable /combusitble vapor detectors shall be installed and tested per the manufacturers guidlines. Upon activation, they will send an alarm condition to the central station and will be addressed as "flammable /combustible vapor detector alarm ". Detector placement and all manufacturers guidelines and product cut sheets must be included in the fire alarm permit submittal. doc: Cond -10/06 D08 -401 Printed: 01 -22 -2009 S 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.ci.tukwila.wa.us 43: 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 #2051) 44: 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 #2051) (IFC 104.2) 45: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 46: Comply with IFC table 3403.1.1. and NEC requirements for class 1 electrical equipment locations. 47: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 48: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 49: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 50: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 51: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 52: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 53: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 54: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -401 Printed: 01 -22 -2009 • • 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name AvereAr .• feces doc: Cond -10/06 D08 -401 Date: At' a� ordinances governing or local laws regulating Printed: 01 -22 -2009 SITE LOCATION Site Address: 1Z■11 A 51. 14.1pcNe S. Tenant Name: Cf4R-A3cAL.itJ1.= Property Owners Name: T12A1/EV- — -ri Mailing Address: NOV; F45.1. -,eue WA '13O CONTACT PERSON -- who do e contac when your permit is ready to be Name: Oe . V.424. -4F OF Fr-Z1. Mailing Address: I ( c. r etih S'f: A-re: if /c) E -Mail Address: CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.wkwila.wa.us czwi GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 Company Name: LLsr_ Mailing Address: 11oS 41 PciZ. 9t /Up Contact Person: &Y• c - rJ - cArAi1 k . c.Ow\ Contractor Registration Number: SE pt,d►_1 Q129-1 E -Mail Address: Company Name: ?V-- 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 ** Mailing Address: iICI S. 1 uikl '-I/O Contact Person: �•K.� E -Mail Address: . p 1c �� .Clc? ✓✓� Mechanical Permit No. PlumbingiGas Permit No. Public Works Permit No. Project No. King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: Yes ❑ .. No City (For office use on! I 52 ,th'- Sy/ State Zip Day Telephone: 2C . C92'4.3210 10 City IAA qlislaq State Zip Fax Number: 7C6, 04. 32u1 "T'ssAavAv4 18(72 City State Zip Day Telephone: y2 - . $?� . CO 2C) Fax Number: '!2 . 234. 15$5 Expiration Date: $ / f ir)ck ARCHITECT OF RECORD - All pla must be we stamped by Architect of Record k 1.114 c B lob City State Zip Day Telephone: 2-GYv, (p1- Fax Number: 2'o. lol'-I . 32. '13 ENGINEER OF RECORD All pt ins must be stamped by Engineer of Record Company Name: Mailing Address: State Contact Person: E -Mail Address: Q: \Applications\ Forms-Applications On Line3 -2006 - Permit Application.doc Revised: 9 -2006 bh Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFOIllt TION "- 206-431-3670 Valuation of Project (contractor's bid price): $ Bp Orly Existing Building Valuation: $ i! I /, , f r.)0 Scope of Work (please provide detailed information): ItAlQ. t - Strop tQ- 01-t wcri rl&, /C2, (75 S* %4P-4 A PP j )i,rtn a-4 i4 -3 upieocc "TMPizoNr F1-1 vrPlnlrne∎tt Cc , N1 el.te- .'h,(z 1r -1f T .TI t t l N E k 11-4 Ft w )49 P MCI ■11-1 C i r Tt A --rTr> Will there be new rack storage? ❑ Yes. No If yes, a separate permit and plan submittal will be required. P oxide All Building Areas in Square Footage Below ' Floor 2 Floor to Floor Floors Basement Accesso came* Attached Garage Detached Garage Attached Carpor Detached Carport D Covered k,+ Uncovered Deck Addition to Existing Structure Type of Construction per IBC is Type of Occupancy per IBC 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: Ca4sleltritAti S Td 14. • � FIRE PROTECTION / .HAZARDOUS MATERIALS: 10 Sprinklers ❑ kutomatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ISC 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. Q:'.Applications\Forms- Applications On Line \3 -2006 - Permit Application. doe Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Print Name: Mailing Address: Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER-ORAUT D AGENT: Signature: / - --� _ 11 s (11(on sue Tc ! /Q Date: .Q/ /2 /6 Day Telephone: 2CXn:. 62254 52-10 City State Zip Date Application Expires: t' (I- )1 Date Application Accepted: oi I 7- Q:\Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc Revised. 9 - 2006 'a Staff Initials: Page 6 of 6 Parcel No.: 1023049041 Permit Number: D08 -401 Address: 12117 EAST MARGINAL WY S TUICW Status: ISSUED Suite No: Applied Date: 08/12/2008 Applicant: CARBOLINE Issue Date: 01/22/2009 Receipt No.: R09 -00554 Initials: JEM Payment Date: 04/10/2009 10:22 AM User ID: 1165 Balance: $0.00 Payee: TRAVERSO PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4403 60.00 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 PAYMENT ECEIVED doc: Receiot -06 Printed: 04 -10 -2009 Parcel No.: 1023049041 Permit Number: D08 -401 Address: 12117 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 08/12/2008 Applicant: CARBOLINE Issue Date: Receipt No.: R09 -00124 Payment Amount: $1,146.50 Initials: WER Payment Date: 01/22/2009 02:52 PM User ID: 1655 Balance: $0.00 Payee: CARBOLINE • 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.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 300301 1,146.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,142.00 4.50 Total: $1,146.50 1773 01/22 9707 TOTAL 1146.50 doc: Receiot -06 Printed: 01 -22 -2009 Receipt No.: R08 -02913 Payee: CARBOLINE. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 293023 742.30 RECEIPT Account Code Current Pmts 000/345.830 742.30 Total: $742.30 • Parcel No.: 1023049041 Permit Number: D08 -401 Address: 12117 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 08/12/2008 Applicant: CARBOLINE Issue Date: Payment Amount: $742.30 Initials: JEM Payment Date: 08/12/2008 02:48 PM User ID: 1165 Balance: $1,146.50 6014 08/12 9710 TOTAL 742.30 doc: Receiot -06 Printed: 08 - 2008 Project: ( 46 / ... > Type of Inspection: / .1...- Address: /2 1 )7 Z. d1f4QG"a■b4L. Date Called: Special Instructions: //4-0/ Date Wanted .S -.- a 5 p Requester: Se, uT - 7 ' iivr - c. - re Phone No: Q' 17/12 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION {lam 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Rec- pt No.: INSPECTION RECORD Retain a copy with permit oesse" r -- (..1) Rev,„,:' C ' D ,11P /E /P //:-.AJAtt j 41 J / 2 0 REINSPECTION FE REQUII3D. Prior to inspection, fee must be at 6300 Southcenter B d., Su a 100. Call to schedule reinspection. Date: DoB L/(, / . PERMIT NO. Date: s -- — r Project:. 0 4 a. G3 d �.I ,&.)E. Type of Inspection: F i ou 4 t Address: 1 2 _ 1 I - 7 f , ivi go & ikm ( Date Called: Special Instructions: Date me : C -29-09 p.m. Requester: Phone No: %,,L 'S ^GSZ - Z6(o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . ,`Ov 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 3 t i -k c\ G G . & 3 k ✓ « Inspec r: 60.00 paid Date ■ - EINSPECTION FEE R QUIRED. P9ior to inspection, fee must be 6300 Southcenter Blvd. Suite 100.. Call to schedule reinspection. Rec-'. No.: `Date: Project: �., C / ter ti �� Type of Inspecti n: 1/ "� 7 f Address: .� Date Called. Special Instructions: aCit e--- � . Date Wanted: LFZ . i Requester: Phone No: ❑Approved per applicable codes. COMMENTS: /1/24_ INSPECTION RECORD i Retain a copy with permit � � / ��f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspecto " 4 Corrections required prior to approval. Date D $60.00 REINSPECTIO FEE REQUI ' ED. Prior to inspection, fee must be paid at 6300 Southce" ter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Project: Type of Inspection: Address: 2 I I ` 1 - 7 (. VVIA4i n Date Called: Special Instructions: Date Warted: a.m. Requester: Phone No: INSPECTION RECORD 0 Retain a copy with permit 6a O o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (' t:A f o.r,e,, y acs 4 n &Mo r- &t a o Lt p n. c, 4 (ndsa,f Inspe Receipt No.: Date: Date: �1- 5- FA $60 10 REINSPECTION EE REQIItED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o�— Project: C AA a0L1ofe Type of Inspection: I Cl �N • Address: (211 F rIAAkc oom Date Called: Special Instructions: Ns . Date Wanted: -0 2-6. -d Requester: Phone No: INSPECTION RECORD Li Retain a copy with permit �d 0 -10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 6) Oa - p fre•-)47 v o-f-to @::) Ilk It • J-4 `f- 4 ` �- Da �.� - CP_ ] • 60,0 i REINSPECTION FEE REQU ' ED. Pri to inspection, fee must be at 6300 Southcenter Blvd., Sui e 10 Call to schedule reinspection. Receipt No.: Date: C01�11MENTS: Type Inspection: rr 1IS1 k�cc ° i � //'i'6 Address: /mil /7 8 /M9 ' i, 4/ !ZS4 ne 1/5", r Ahoy' ) - 7 -- W6 - 4-pfi 4--e Date Wanted: — _ dC' p.m- Requester: Phone No: � 5 -452 56y- r /JcE: 84117 rico-41 - xa , P m T ,)0 74 S71 n c c / ek //All s; Akin) .56'5 ;00 IQ1 Project: / 461 / Type Inspection: rr 1IS1 k�cc ° i � //'i'6 Address: /mil /7 8 /M9 ' i, 4/ Date Called: Special Instructions: Date Wanted: — _ dC' p.m- Requester: Phone No: � 5 -452 56y- INSPECTION NO. ector: ri $60. pal I Recei s No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 14/1411 I REINSPECTION FEE REQ IRED. at 6300 Southcenter Blvd., SLIjte 10 p rior to inspecti , fee must be . Call to sched a reinspection. 'Date: ,fag _` /v l l PERMIT NO. Proj t Type of Inspection: (`)--' Address: ' /- / e "5",4,A,41/ Date Called: Special Instructions: Date Wanted: -2 — y 4 , p.m. Requester: Phone No: 4.57 _ 2 '''41-/ Receipt No.: INSPECTION RECORD Retain a copy with permit Date. !Date: PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 CC El Approved per applicable codes. Corrections required prior to approval. COMMENTS:p I 2> Vei Cfe b L - IRRAde- $61.00 REINSPECTION FEE REF UIRED. ' rior to inspection, f must be id at 6300 Southcenter Blvd., ite 0. Call to schedule reinspection. COMMENTS: 4r-'r' t 1 A- , .J.d tw -,-3 - it- 11 61(-- Tv ro c..K' A Jr To p.cf-m:1 re.\ - - 11-,Ls kr e SI IS 1' r\ t d r r A e I i s C e u aA.71 ( .1 e4 PL • s i t ll 2S . Tit -t Li 1„1 I ( c.Q. L. , 'T D u-er 7-15 i Z I :7 b rp ' . Special Instructions: ,- t s 0 .,_,1,44 , A f J,11 o Mt e ! V^ r r ) i f 16 a je ef 1-e-, ow Requester: . .3 rl 7 6,.)! (12/1 Asi -MJ I eg t1u p i . ), r,, J ,tti-- ,n nl L(i [A Project: A e boViduo Type of Inspection: suo fI— LJRI )INNS Address: Date Called: Special Instructions: Date Wanted: Z - Z. - O . . p .m. Requester: Pho a No: / ` -(.S 2 -ZS _Ca L *2, INSPECTION RECORD Retain a copy with permit Pir3 - L i 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: it d Date: _ 2 -499 El $60.00 REINSPECTION FEE REQUIRED. Priot inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: '/ /,.LNG V , r04 A , 4Y4 6 • r Type of Inspection: ,ter24,11 //v6 Address: /2 / /7 / /7# < /� f4/ Date Called: Special Instructions: 3 _� 44. d- Is ref% . T a' Ail - tvte /-M" r � / Date Wanted: a. / — - 7Q — 9 m. Requester: Phone No: ..2 256y COMMENTS: V , r04 A , 4Y4 6 • r 4-d ®M1W / • !'Z tec r// !/ c-/ I iA ! rilit . i he _ . r fl/ I / r `t !/ 4. - --- _, 3 _� 44. d- Is ref% . T a' Ail - tvte /-M" r � / i d .1 / ., fS // 9 1// , 4 - CO C �G e-6 r /. r r ✓ - /s� - c 1 , 5'•t''1 .. ea/46 70 QtC� /fly P ,576% ' Air C/ er rAJ LI41/ If 4k speC'f Date —' • INSPECTION RECORD Retain a copy with permit tod g - 0/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. jf6 .00 REINSPECTION F E REQUIR P rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: !Date: Project: Type of InApection Address: ' /2 / /7 e' m44C'N4 Date Called: / Special Instructions: Date Wanted: /- 27 - aC a p.m. Requester: Phone No: INspEcioN N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r INSPECTION RECORD Retain a copy with permit PERMIT NO. !•eT �H/�.ds Inspector: ❑ $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I fate: ; . Date ✓:2,7 O7 COMMENTS: • Type of Inspection: \.) emeresericel i`r* id, ',4 Address: i 2.)11 ernivW Suite #: Contact Person: 5 Special Instructions: Phone No.: gyv) 'eel e- m c h h i73 r / eie,4 7 ...0. 4. ii. . ‘ . . . . Project: o Carbaj;Ac C, Type of Inspection: \.) emeresericel i`r* id, ',4 Address: i 2.)11 ernivW Suite #: Contact Person: 5 Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: -Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: 3 Approved per applicable codes. [Inspector: S INSPECTION NUMBER Word/Inspection Record For .Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Date: wy diiv• 3 DOS= sty / PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575 Corrections required prior to3$56/al. Hrs.: •/ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finan , e Department. tall to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: e412.40L,Ne Sprinklers: Type_of Inspection: Address: /2//7 Suite #: W' Monitor: Contact Person: Special Instructions: Permits: • Phone No.: Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: .■•••• Permits: Occupancy Type: INSPECTION NUMBER ri Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form:Doc 1/13/06 CITY OF TUKWILA :FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206- 575 - 4407 _1;6 required prior to approval. COMMENTS: tm�� Lr — ,nr, we tr ' , W e I E Atrio . ps";sr 4 inne.. t yleig 437. DJ<' 7D *foe K MOIA/C. ko,>6 I?17 /halo/go d Inspector: R ' ldfile,/; is . pate: •Vg/ IHrs.: / • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department: Call to schedule a reinspection. T.F.D. Form F.P. 113 �' Project: CA v t,, , t� Type of Inspection: P 1Z i i . Suite #: OAtik), ,...., ., .. Contact Person: Special Instructions: Permits: . Phone No.: Needs Shift Inspection: _ Sprinklers: Fire Alarm: V/ Hood & Duct: 14 Monitor: .S.t .) .- _ Pre -Fire: Permits: . Occupancy Type : 4r z n Approved per applicable codes. COMMENTS: Inspector: ' p(— C,c\ -0, /1)k. - '7t, `i b L- GAS aL at e va 15n. >a-r• viedkA/61-2, INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 1t r () t -- (.fl Al , t� � J'i Ca ft . - CAP Corrections required prior to approval. Date: q/ 101 e -M ry -oci PERMIT NUMBERS ViVkla 3 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 t T.F.D. Form F.P. 113 YIN April 1, 2009 Cert No. 0902 -27 Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126T KIRKLAND, WAS Attention: Dave Larson 1. Reinforced concrete 2. Epoxy 3. Fire barrier sealant %k Michele J. Guerrini Vice President APR 0 6 2009 D� OP City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Reference: Carboline Company 12125 E. Marginal Way S Permit No. D008 -401 D Our last report is dated 02 -19 -09 and is number 135685 Respectfully, CASCADE TESTING LABORATORY, INC. KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S.1. TYPE BREAK* L 3 7 3 Z-19 2 -z6.- `/ 4XB l r7 L0 " r',3 5 5c) CONC. AIR 7‘f 3 -/S 73 4 hod 9 9 7° 3 / - Z 7 3 -I 713 1 5 9 9Yo y 7 7a 3 ee 37/ 3 -/ j' 28 , 4 0 4 So y A DATE V U ± UPNY FE5.1q z oci CERT. NO. O — Z7 PROJECT 1 C FuO E co, OAT ON I E, 1V1}tP.ekNhL \NY 5 SE[, 1 5p5g - �V 3 ` � OWNER WEATHER Pt J)UDY TEMP A.M. @ P.M. Mi Ell_.1._ .? ca v114 E71.1,1N CSEW- ARCHIECT PKJ CONTRACTOR ECC TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE 11 •r ST' ° 50° CONC. AIR T ,r SOURCE/SUPPLIER Cit- TRUCK # ASTM C -I43 ASTM C -231 SET OF CUBIC YARDS PLACED OF CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 1 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 r . (25'823 - 9800 EVERETT (425) 259 -08 COMPRESSION REPORAli 2. a noa SET ( OF ( CUBIC YARDS PLACED - OF 6 TRUCK # (o \ TICKET NO. t SB TICKET NO. ASTM C -I38 - r ..1T CLIENT: E AR-VDDLIN.E. CO. ADDRESS. 1225 E • MAR&1 NAt_ WY, CITY, STATE, ZIP: TU\W \\ 7 W\ 5165 ATTN. CEMENTTYPE• Sampled as per ASTM C - 172 MIX NO. 3`kO ASTM C -I38 ASTM C -1064 Sampled as per ASTM C -172 MIX NO. TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR C -31 cast/cure ASTM C -143 ASTM C -231 COPIES TO C-- ASTM C -138 0 -C -617 sulfur cap INITIAL CURE TEMP.: HIGH /LOW or INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 21 z-7 3 /2-o ASTM C -I38 - 1231 pad cap ASTM C -1064 ADMIX. 2 ADMIX 3 SEE FIELD REPORT NO. NO. 68769— ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG.V6 FINE AGG. WATER TOTAL "13'50 ADMIX. I `•'Q v' ` r - 58 OZ ADMIX I OZ ADMIX.3 ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ ADMIX. CY OZ OZ OZ �!C �! * C - 39 cylinder O - *C-42 cores CI - *C -I019 cmu grout 0 *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 Thermometer CCTHDOO Air Meter CCOA100 @ - 000001 0 - CC000002 DESIGN STRENGTH 3 OM Q6.I WEST .57Eu 1-1 up PLACEMENT AREA& NOTES CDNTP`iN LUKE) \MTKCZ, 1 AFn- , 1 ,3 /5, TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. . REVISED 12/07 INSPECTOR(S), NAME(S) PRINTED DENN I t JA‘C.DEJ_`7DN INSPECTOR SIGNATURE SIGNED BY City of Tukwila 6200 Southcenter Boulevard Tukwila, WA. 98188 Attn: Dave Larson SCOTT TRAVERSO P.E. 11925 SE 60 BELLEVUE, WA. 98006 (425) 277 -8170 FAX (425) 228 -0191 Mobile 206 - 818 -4892 scotttraverso@hotmail.com Subject: Building Permit # D08 -401 RE: Carboline H -3 Occupancy Renovations To whom it may concern, The CMU fire separation in -fill wall has been constructed under my inspection as a Professional Engineer currently licensed in the State of Washington. The wall was constructed in accordance with the plans and specifications of PKLB and approved by the City of Tukwila, permit number D08 -401. Please contact me if any further information is required. Sine g ely, cat Traverso P.E. RECEIVEr MAR 13 2009 PERMIT CENTt; 11 March 2009 SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 6 3 7 3 Z -ii 2 -2( - 7 AXS j.7- r ±y s 0 rr3 5 sa . 7 'f 3 -/qi ZS 4 -- 7 3 - f ZS ee 37.4 3 -/ j 23 DATE- 1'\U k- - - T-- 31) \ - 17 — CERT. NO. CJ - 7_7 . \9 1009 PROJECT L.-- cR ZDUUE CD. LOCATION 17_5 E. MP Ci N L. \W 5� SEA, D8P� ` } OWNER WEATHER OUDY n A.M. TEMP @ P.M. t ;NRINEER lU_.17 C3, V11.1 i-1EI..li1 ACsEW ARCHITECT P K.113 CONTRACTOR .PCCD'■ TIME WV SLUMP A- %AIR UNIT WI, SF YIELD TEMPERATURE Sf °50° CONC. AIR , �E CASCADETESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT (425) 823 -9800 COMPRESSION REPORT MAR 02 2009 CLIENT: C -kP��I- NNE CD, ADDRESS. l 7 Z 5 E. MOJZCs1 NA\_ WY. 3, CITY, STATE, ZI P : U \W \ L. A 7 V AC. 3 \ 5 ATTN SOURCE/SUPPLIER CIA— A - CEMENT TYPE: --31 SET ( OF ( CUBIC YARDS PLACED 5 OF 5 Sampled as per ASTM C -172 TRUCK # (d7 \ TICKET NO.2-63 t 58 MIX NO. 3 \' SET OF CUBIC YARDS PLACED OF TRUCK # C -31 cast/cure ASTM C -143 ASTM C -231 ASTM C -138 TICKET NO. ASTM C -143 ASTM C -23I ASTM C -I38 ASTM C -138 MIX NO. ASTM C -I38 ASTM C -1064 Sampled as per ASTM C - 172 TIME SLUMP %AIR UNIT WI, SF YIELD TEMPERATURE CONC. AIR ASTM C -1064 * C -39 cylinder O - *C-42 cores U - *C -1019 cmu grout O *C -I09 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 Thermometer CCTHDOO Air Meter CCOAI00 2L. O - CC000002 0 INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 DESIGN STRENGTH 3 �a P�51 I PLACEMENT AREA & NOTES C._OKTR1 N tv\F.NT C1 Zvi \MT CZ MPS) . \ , 3 - "5/5 , INITIAL CURE TEMP.: HIGH /LOW or TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 COPIES TO. C- 2 1 -2 -r) ) O -C -6I7 sulfur cap C -1231 pad cap INSPECTOR(S), NAME(S) PRINTED DENS I t `IACLDE7SDN INSPECTOR SIGNATURE SIGNED BY SEE FIELD REPORT NO. 1 5I? NO. 68769- ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH C.AGG. C.AGG.�✓� ri FINE AGG. WATER TOTAL Z3 S 7 2 ZZ ADMIX. I C \-C- v ry'' - 4 OZ. ADMIX I ADMIX 2 ADMIX. 3 OZ ADMIX.2 OZ ADMIX 3 ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL CY T0 1 O OZ 01 : :I ■ I 1 I N L CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT /y°aF PREVIOUS r (� 13 5 6 8 5j REPORT No. '- ` S No. DATET . r7Ay 1 ,I9 CERT. NO. 09 OZ-Z7 �"�: ' ` FIELD REPORT ,F 2 5 2009 COMIU.. . To. CAY JUNE 'CD, DEVELOP .. ..,T � 7L PROJECT CAZZOU NE LOCATION I Zl 7_5E, N'I fslNAL. WY,. `-DDS ( 7 R IZ - LS t E, M [NAB WY. 5, BLDG. PERMIT NO. �0L WEATHER Cl C1t.1D( OWNER TUKWILA,W., 9' S 1 Cos TEMP. AM @ PM ENGINEER PHLU? D, WNW \'E>`>\1INCs_R. ATTN ARCHITECT P 'K J L-) CONTRACTOR ( DEACON (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _FOUNDATIONS x SLAB ( INSPECTION PERFORMED RESTEEUCONCRETE LATERAL WOOD _ � RESTEEL ONLY STR.ST/WELDING RESTEEUMASONRY COLUMNS WALLS BEAMS _ 1 EPDXY x OTHEREMgE _ STR.ST /BOLTING — eFSEE' SEZ N- SZP — ( LOCATION (AREAS) E5P'Z.fL\ ER - i 1 V P i\ \t -1 5 Z.E. \ CON I A1NMENT LUN.7 W1 lT1l Z) WALL A.(T1 AT SE. . ANIT '51Y\ s C P 7 S Wry, -1c T TOP OF 1 1-11Z, WPSLL f PEN T1 ON5 1._ \ 1 % k , CONCRETE/MASONRY SUPPLIER&LP\GI MIX NO. - \' O NO r -� L 1 I ',Ye° Fl y DESIGN STRENGTH (f'c) 3 L A A , �-p TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( 1 SPECIMENS CAST k S' %) �00 CYLINDER REPORT NO pp - 7 , / X YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ _ ac , O F 4 V KTI CAL DO WEL5 a Z/ (J , G ,� " EMeDED auzlat, k-IO FS, BLOWN, PTV C.L.F_PN, 5(MPSON RT 77 EPDXY UEU, 3 INFtLLS 4k Etdl'.1Z, L r D, G, E Mt , MIX MS MED- V.1\11 LALLY Vt51Z�aTED TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12'07 COPIES TO C SIGNED BY INSPECTOR(S), NAME(S) PRINTED UrcY4 "t \5 ...F.C1 a121■1 INSPECTOR SIGNATURE z/23 Testing Agency L$ mss• Warnock lHstteg Mutual . • • . Fite Nu ' • • - 144560 R4580 J.1. DTOH1.AC Hourly Rating . 3 HQur . 114 Hour 3 Hour Wall ConSinaidon • .Masonry Drywall or Masonry 18 ga. (min) Steel Stud. Steel Tube, Wood Stud, Concrete, Block, Brick Masonry Concrete Block Brick Jamb.Type • . Concrete Btook .M0 Label Size ... 17 Wide 12* High 120 Sq. Ft. Max. 12' Wide 12' High 120 Sq. Ft. Max. 12' wlda 12' High 120 S . Ft. Max. Oversize .r 24' Wide 24' High 576 Sq. Ft. Max. 24' Wide 24' High 678 Sq. Ft. Max. above. Sims and attachment for the ire and weight of the .._ 18' Wide 18' High 324 Ss. Ft. Max. of members is to be door. Jambs must be continuous members from floor to structure determined to provide adequate mountin and su; • 4 A 8 S Fire Doors combine the durability. security, efficiency and apace saving advantages of a rolling service door with the added life and property caving benefits of automatic fire protection. Underwriters Laboratories 3'Mbur/Clase'A' Label or Oversize Certificate of Compliance la furnished standard. (Refer to the Listing Summary below for cordons affecting approvals by various tasting agendas. verified construction should be with the building authority having Jurisdiction.) Fire Doors are designed to close automatically from a fully open position — activation of the closing device attic the door In the down position may cause damage. Fire Doors are not designed for use In high cycle applications — a secondary nonrated door Is recom- mended In those situations. Standard feature an all Model 8590 release devices Is an adjustable time Way of up to 30 aeionds: Modal 3S90A: standard base model. Modal 88906: standard base model with additional relay contacts Model 5890 412: standard base modal with additional relay Concerts. and battery back -up IN power lost. Model 88904: standard base model with additional relay con 2/I'd T6T0822S2b:ol Listing Summary Fail Safe Release Devices By Solid State Securities, Inc. Distributed By R & S Manufacturing, Inc. tary hadtup for poorer lost. and additional logic board to electrically run tiredoor down Vim a motor operator amrm itng a mechanical release Optional Voles Beard: can be added to any model, allows a standard audio waning or an optional warning tailored to your specific needs. Battery Back-up UPS Systems: to support a motor operator during a power failure. Information please consult factory. RECEIVED APR .10 2009 PERMIT CENTEI 2/2 d Part 1 Osneed 1.61 Summery of openingx A- We daft MII design. cansbueden trash or &id pdisbng: mesa t>� sedrk� SOMA waba, fines and disconnect switches 1.02UualINNAn A. Sartldeelton: We f l o o r s e m bled o r certified b y U a d u w ti t e r s Labora- tories, Wenndr Ileorey or Factory Mutual for the try rasing, wd eon - shut:ft end ales allowed lay the blies tine doom not bl aoraPlierrce with Meg requirements we oersted by the manufeeerec Pat 2Pr tafn Alsfofda A. N ifesfiner: R a s Mmidacturtna, model R.._ L Mottetgg Face of wrapor betwset ant* s rd. Oft stinkt era* bmor motor ' e iwagonme Ekes b 0. dosing send Automatic dosing Them* adiveted by 166° iodide Oda, With Ute rued by a ammo: device operative Sty doting adio- mak dosing. E WOW Ogg type slaw Are rap formed from AaA rued deal col. Gage of b tea needed ed by the Mg. Etrdodss are riveted to bleated tmq �a d' Bottom of Math is t by a dou F. Odd= Sled dko nide or sWaguet steel angles form chain guides and are tatted the Wing. to ebucbnal steel wall stem. Sires of gtdd s are es required by Options ,aox6 BElEO'fOtld phatoeleelde (detects smote and heat) or iolibaeon (d n particles): gdi teddy comecti n to a release deice w b h R EASE DEVICE& EfeCtroaerntel and McCabe Unite (normally open dr. ate); netcend time delsy fapeide releases (norm iydosed dr+ MOBIL s311g'O Wan submit desks; and testing of motor operated fire dams upon by a detector preens: eliminates the need for mucbanlcal release and reset unless there Is a power loss: Mounting installs W T6T t : 0 1 Specifications a. Brame Steel plate bradmis are bolted to well angles to support curtain and bent and provide mounding for hood. H. Bonet Man= 6' diameter steel pipe houses tendon spring assembly wet awes curtain with a nhRdflIum deflection of .03 butt per toot of %eh brft Mb" ere mounted a afAe by aby a wilted w on o beat °0b rolled sleet attain, I. Nero Formed from nstnimurn 24 gaga galtianired steel sheet reinforced with top and bottom flanges to limit detleden. A tllermaly released integral flume baffle Is provided when required by the Meng. J. Looting Chain or era* operation. !earwig' clam* operatIon and alba ipdus with push-up 2.02 Rdib A. Slate and hoods we pm-86W with a bated an grey pofyede► priory before forming. Fero , guides and mad* receive one coat of rust Phn S IBuaiflon anti htdaflalbn A. tare deers ere to be buteAad by an R 8 S sulfated repute in accordance with N t! S thstellatIon instructions and NFR180. 3.02 TiMg A. Re doom are to be drop tested end w for proper operas on and full doom after ralstal:tlon. US Sithedtdea A. NFPA410 and model code groups mandate erased lospedtom and testing of t e doers to dna for proper operettas and ful closure. Allude, Duel Beatles By Mouted of °pennon Face of Wall Mount REP - Push-Up RFC - (Mein RFT - 'nuuiwaa wham RFA • Awning Oro* RF8 • Crank eax RFM • Motor /For BeblesOnJamb fit. l dlseIe lotto. •P to V. RECEIVED A ■• ;, O PERMIT !' £09d889S2 moweriswetwes ot ores R❑ ENN'Aiir st d.dErl BoAlO ea�Far��m,� ®raeao� m©tyaE©AILiNt. :l:a vfila /Z 'EINMei[SQ fe P.e ff;) E- i7!LI El Eli eEMIijUEINOC=IIIM PI1iIfiL ?�:r�[2if ii�F3 V 1s' w w 0/fyWMO 11101rw RMdmfn ammo+ e. Mew - Isuorsle TendYfaIM 34. allows ax a *Piing sequence oldie door in the ward an obstruction is encamtared upon dosing (see page 4) PEHIME1131 OgSKEygls brush mob factory applied to guides and foot - piece. field Instilled on header. to aid In media and draft control VISION LISS: single or ma* 4• wide eta-outs. gaazed with clear wire glass (1 fir hour rating) AWED ogonistlEr for special sill ccndAtorhs CW1IBLI LOCKS: on bombes AMOR Accessonsu descriptions enttapp6cstonson page 12 Standard Clearance Reguiretnents Mal Will Wnill WM UM CM WM E'er CM rm UM eft ham ,... �f U Ademena d•6u6ee wow hnadadtve26 AddNkan/ Gnu Myhe MOW when sembob end •ootat**• U5 emus 2' M r eat m sees made wled 01611 roq FITS nti 1:21 ''_1Lt� ,:f1Z.7.i Errs ?, r„ ,:y � ;"7"';; la'''1n.71l rig t�45t Ada is. BY omeeare u mblaw 6 :woJJ L£:60 6002- 60 -ddd Voltage 24 V Temperature 285° F Delay Before Release 30 sec. Delay Before Reset 60 sec. Load Rating UL33 1 -25 lb. Power Requirements 24 V AC /DC (2.3 Amps) Dimensions (LxWxH) 3 1/2" x 2" x 1" St , . FLOGOP! 3916 Traxler Court, Bay City, MI 48706 ._ - To1I fr e: • (888) 745 -2335 • - • - - Fax: (989) -686 -8152 • E -mail: info@phliric.com Website: www.phlinc.com E5734H- 285 -24 Thermal Electric McCabe® Resettable Bi -Metal Fire Links Specifications CITY OF 11JKWILA NOV 2 6 2008 PERMIT CENTER AftY1kIlliti) FOR ® NCE P WED JAN 16 209 Tukwila ' DIVISION Bi -metal Link with 55 Watt Electric Heater - `S' Hook reset. Made in the United States �uKHECT LTR# Flammable 1 -B flammable 1 -C Combustible II Combustible HI 7,280 4,480 420 980 AEGIS ENGINEERING January 9, 2009 VIA E -MAIL: BobK @pkjb.com Carboline Company ` do Robert Kroese PKJB Architecture / Engineering 119 South Main Street, Suite 410 Seatte, WA 98104 CARBOLINE COMPANY — TUKWILLA VENTILATION REVIEW FINDINGS Dear Mr. Kroese: BACKGROUND PILE COPY 6725 162 Pt SW Lynnwood, WA 98037 www.AegisEngineering.com (425) 745 -4700 fax (206) 801 -5797 RECEIVED OW OF ru xueu IJAN 13 2009 Aegis Engineering has been retained by Carboline Company to review the natural ventilation approach as presented in Section 7 the Morse Environmental, Inc. Technical Report dated June 5, 2008, together with the information presented in the letter by Morse Environmental, Inc. to Dave Larson of City of Tukwila, dated October 20, 2008. We understand that the City of Tukwila has requested review of the applicant's ventilation approach by a fire protection engineer for Development Application Number D08 -401. Fire Protection • Building Code Consult • Design • Engineer p0(1 0 1 This project is subject to the provisions of the 2006 International Building and Fire Codes (IBC and IFC, respectively), as adopted and amended by the State of Washington and City of Tukwila. We understand the subject tenant space at 12125 East Marginal Way is located in a building equipped with automatic sprinkler protection. We understand that Carboline Company is seeking to store Class I -B and I -C Flammable and Class II and III Combustible liquids in closed containers at or near atmospheric pressure in the following quantities, as reported by Morse Environmental: CORRECTION LTR# bARBOLINE COMPANY - TUKWILA DEVELOPMENT APPLICATION NUMBER D08 -401 Ventilation Review Findings Page 2 January 9, 2008 We concur with Morse Environmental, Inc. that the appropriate occupancy classification for the presented Carboline Company storage condition is Group H -3. VENTILATION Section 1203.5 of the IBC requires ventilation in accordance with the IFC and International Mechanical Code (IMC) for occupancies involving flammable hazards. Applicable ventilation provisions from these codes are referenced below. Section 2704.3 of the IFC states: INTERNATIONAL FIRE CODE Indoor storage areas and storage buildings shall be provided with mechanical exhaust ventilation or natural ventilation where natural ventilation can be shown to be acceptable for the materials as stored. When considering the acceptability of natural ventilation, the code specifically identifies that it must be acceptable for the materials "as stored." No other stipulation is provided with regard to assessing the application of natural ventilation and the stored material. With the subject storage at Carboline Company consisting of closed containers, the materials as stored would not be expected to release any fumes. Therefore, natural ventilation as described by Morse Environmental, Inc. should be acceptable in accordance with this provision of the IFC. INTERNATIONAL MECHANICAL CODE Section 502.8.1 of the IMC is synonymous with Section 2704.3 of the IFC. With regard to natural ventilation, Section 402.2 of the IMC states: The minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated. The code does not prescribe that 4- percent of the floor area being ventilated be permanently open, or automatically opening in response to some environmental condition in the building. Rather, the required opening area must be capable of being opened, such as by manual operation. The calculation presented in Section 7.1 of the Morse Environmental, Inc. Technical Report conservatively uses the entire warehouse floor area in calculating the required ventilation area, rather than limiting the area evaluated to only the diked portion of the CARBOLINE COMPANY - TUKWILA DEVELOPMENT APPLICATION NUMBER D08 -401 Ventilation Review Findings Page 3 January 9, 2008 warehouse used for storage. The calculation provided indicates that the 2 overhead doors on the south side of the building provide an openable area greater than that required by IMC Section 402.2. In addition, 2 man doors on the south side of the building also contribute to the openable area present at the building. In response to previous City review comments, we understand that 2 existing heat vents are being modified with electronic devices that will continue to be capable of automatically releasing the vent in the event of excessive heat, but also upon receipt of an electronic signal that would be generated automatically upon flammable vapors by a gas detector. The sensitivity for activation would be based on the Permissible Exposure Limit (PEL), below the Lower Explosive Limit (LEL) which is a threshold referenced by the codes use to classify the liquids. CONSIDERATIONS We understand that the flammable vapor detector will be connected to the fire alarm system, and will provide notification to the fire department in the event of activation. In order to limit alarm signals to sprinkler waterflow or manual pull station activations, the detection of flammable vapor in the range of a Permissible Exposure Limit, which is less than the Lower Explosive Limit, should not be transmitted as an alarm signal, but perhaps a supervisory, which requires action, but is not indicative of an emergency as described in NFPA 72 -02 Section 3.3.171. There is ongoing debate in the fire protection field regarding the potential effects of heat vent operation during a fire. Based on research presented by Craig Beyler of Hughes and Associates in Fire Technology, Volume 37, Number 1, January 2001 , pp. 9- 35(27), whether these vents are automatically opened by the fire alarm system in the event of manual pull station activation or sprinkler waterflow detection, or if the vents are not released during a fire event until the elevated temperature at the electronic link is reached, should not significantly impact the response of the sprinkler system or fire conditions. CONCLUSION Aegis Engineering has reviewed the information presented by Morse Environmental, Inc. proposing natural ventilation for the Carboline Company flammable liquid storage warehouse in Tukwila. The occupancy classification has been identified as Group H -3, with flammable liquids in excess of exempt amounts stored in closed containers. 1 CARBOLINE COMPANY - TUKWILA DEVELOPMENT APPLICATION NUMBER D08 -401 Ventilation Review Findings Based on the reference of IBC Section 1203.5 to provide ventilation in accordance with the IFC and IMC, and the degree to which the subject Carboline Company storage arrangement and building can be considered to satisfy the prescribed provisions of IFC Section 2704.3 and IMC Section 402.2, the application of natural ventilation presented by Morse Environmental, Inc. with this project should be acceptable. Please contact me at 425.745.4700 or by e-mail at BrianT @AegisEngineering.com if you have any questions about this proposal. Prepared by: cc: nan C. Thompson, Scott Brennan / sbrennan Chad Morse / chadmorse @morseenvironmental.com Scott Traverso / scotttraverso @hotmail.com Page 4 January 9, 2008 June 5, 2008 Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 Dave Larson Senior Plans Examiner Department of Community Development City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 r F. COPY r' 1'20. RE: Carboline -12117 East Marginal Way South, Tukwila, Washington Report Dear Mr. Larson: Please find enclosed a Technical Report (in accordance with the International Fire Code, Chapter 1, Section 104.7.2) with outlines the seven major distinguishing characteristics of our proposed Group H Division 3 Flammable Liquid Storage Room at the above location. In this report, we have detailed specific code excerpts and their related calculations for the following building requirements: Occupancy Allowable Area Sprinkler System Secondary Containment Emergency Alarm Ventilation Electrical Wiring Please feel free to contact me should you have any questions or concerns. Sincerely yours, MORSE ENVIRONMENTAL, INC. Chadrick Morse Principal Chemist Office: 253.887.1550 .- • • • fax: 253.88.7.1`449. , chadmorse@morseenvironmental.com eitykyvtu Wo City Tukwila DING DIVISION RECEIVED CITY OF TUKIMLA PtI6 12 1008 PERMIT CENTER TECHNICAL REPORT CARBOLINE COMPANY H -3 FLAMMABLE LIQUID STORAGE ROOM 12117 East Margainal Way South Tukwila, Washington June 5, 2008 Prepared by: Chadrick Morse Morse Environmental, Inc. 1402 Auburn Way North, No. 211 Auburn, Washington 98002 Office: (253) 887 -1550 Fax: (253) 887 -1449 Email: chadmorse @morseenvironmental.com Website: morseenvironmental.com Carboline H -3 Flammable Liquid Storage Room June 5, 2008 12117 East Marginal Way S, Tukwila, WA Page 1 1.0 Narrative. 2 2.0 Type of Operation & Occupancy. 2 2.1 Quantity of Materials. 3 3.0 Allowable Area Calculation 4 3.1 Mixed Occupancy Calculation 6 4.0 Sprinkler System Calculation. 7 5.0 Secondary Containment Requirement. 7 5.1 Secondary Containment Calculation: 9 6.0 Emergency Alarm Requirement. 9 6.1 Emergency Alarm Locations. 11 7.0 Ventilation Requirements. 11 7.1 Natural Ventilation Proposal 12 7.2 Natural Ventilation Calculation. 13 8.0 Electrical Requirements 14 9.0 Signature of Environmental Professional 15 Prepared by: MORSE ENVIRONMENTAL, INC. Carboline 1-1-3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 1.0 Narrative. Carboline Company is a world leading supplier of corrosion resistant products specializing in high performance coatings, linings, and fireproofing. Carboline is a subsidiary of RPM International, a Fortune 300 company. RPM International Inc. (NYSE: RPM) is a holding company with subsidiaries that are world leaders in specialty coatings and sealants serving both industrial and consumer markets. RPM's industrial products include roofing systems, sealants, corrosion control coatings, flooring products and specialty chemicals. In addition to Carboline other industrial companies include Tremco, Dryvit, and Stonhard. RPM's consumer products are used by professionals and do- it- yourselfers for home maintenance and improvement. Consumer brands include Zinsser, Rust - Oleum, and DAP. The Carboline Company has designed the space (located at 12117 East Margainal Way South, Tukwila, Washington) to comply with the International Fire & Building Codes. 2.0 Type of Operation & Occupancy. Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 2 The Carboline Company will conduct warehouse distribution operations within the space in conformance with the following parameters: The facility aims to comply with the International Building Code (IBC), Chapter 4, Section 415, Subsection 415.2 which states: LIQUID STORAGE ROOM. A room classified as a Group H -3 occupancy used for the storage of flammable or combustible liquids in an unopened condition. clASS STORAGE LEVEL MAXIMUM STORAGE r- iOr—IT MAXIMUM QUANTITY PER PILE Igalrona) MAXIMUM QUANTITY PER RCCL' ;gallons) Drums Contane,s (hat} Portable Lanka (rest) Containers Portable reeks Gonta:nes Portable tent Grand floor 1 5 N,AHomed 3000 Not Allowed 12,000 Na Allayed IA Upper floors 1 5 Not A!loved 2.000 Nd Allowed 6000 Nd Allaved Beeanets 0 Not Allayed Not Allowed Not Allowed Not AIlaved Not Allowed Not Allayed Gw Boo 1 65 7 5.000 200OD 15,000 40.000 IB Upper flaars 1 65 7 a000 1o,00D 12.000 24000 Rawewts fl Nri AllnuM Nn AI4vM NN Aline( Noe AIInew1 NN Allowed Not AIInvM Grand flo r 1 65 7 5.000 mom 15,000 40030 IC Upper1tu s 1 65' 7 3000 10.000 12.003 20000 823,a1s 0 Not AIIcwad Pat Allowed Not AIlavad 14c4 A1104+01 NO Allowed Not Allavat Graud 3 10 14 10,000 40,000 25000 50,000 0 Uwe flows 3 10 14 10.000 40,000 25.000 80000 Besarte is 1 5 7 7,500 20.000 7.500 20.000 Giatad floor 5 20 14 15000 60,00D 50,000 1o0000 III Uppafloors 5 20 14 15000 60.000 53,000 100.000 13e93rtats 3 10 7 10 20,000 25,000 40000 Total Gallons Flammable 1 -B Flammable 1 -C Combustible H Combustible III Non - Re. ulated 14,000 7,280 4,480 420 980 840 Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA June 5, 2008 Page 3 2.1 Quantity of Materials. The quantity of flammable and combustible paints and paint related products will total the following amounts by Hazard Class: This quantity is in conformance with quantity limitations outlined in the International Fire Code (IFC), Chapter 34, Table 3404.3.6.3 (2) which states: TABLE 3404.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID -PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 3.0 Allowable Area Calculation. The building (within the property line boundary) is 37,976sf. Basic Allowable Area IBC, Chapter 5, Table 503 Type of Construction: Type III -B Sprinklered: Yes Frontage: Eastside (18810 + Southside (2021f) = 3901f B: 19,000sf S -1: 17,500sf H -3: 13,000sf June 5, 2008 Page 4 506.1 General. The areas limited by Table 503 shall be permitted to be increased due to frontage (If) and automatic sprinkler system protection (I in accordance with the following: Prepared by: MORSE ENVIRONMENTAL, INC. Carboline 1-1-3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA % =A, + where: A,I, 1 100 where: A = Allowable area per floor (square feet). A = Tabular area per floor in accordance with Table 503 (square feet). If = Area increase due to frontage (percent) as calculated in accordance with Section 506.2. Group B Occupancy: (Equation 5 -1) Aa19,000sf+ [19,000sf • 50/1001+ [19,000sf • 300/100] Aa 19,000sf + [9,500sf] + [57,000sf] = 85,500sf Group S -1 Occupancy: Aa17,500sf+ [17,500sf • 50 /1001+ [17,500sf • 300/100] A 17,500sf + [8,750sf] + [52,500sf] = 78,750sf Group H -3 Occupancy: Aa 13,000sf+ [13,000sf • 50 /1001+ [13,000sf • 0] Aa13,000sf+ [6,500sf] + [Osf] = 19,500sf 506.2 Frontage increase. Every building shall adjoin or have access to a public way to receive an area increase for frontage. Where a building has more than 25 percent of its perimeter on a public way or open space having a minimum width of 20 feet (6096 mm), the frontage increase shall be determined in accordance with the following: =1001L 025I 30 (Equation 5 -2) Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 5 Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA If= Area increase due to frontage. F = Building perimeter which fronts on a public way or open space having 20 feet (6096 mm) open minimum width (feet). P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.2.1. 10,200 78,500sf I =100 • [390sf/780sf - 0.25] • 86.51f/30 or 111 = 50 506.3 Automatic sprinkler system increase. Where a building is protected throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the area limitation in Table 503 is permitted to be increased by an additional 200 percent (I = 200 percent) for multistory buildings and an additional 300 percent (I = 300 percent) for single -story buildings. These increases are permitted in addition to the height and story increases in accordance with Section 504.2. Exceptions: 1. Buildings with an occupancy in Group H -1, H -2 or H -3. 2. Fire - resistance rating substitution in accordance with Table 601, Note d. 3.1 Mixed Occupancy Calculation. Actual Are; + Allowable Area Actual Areah + Allowable Areab 900sf 85,500 Actual Area1, < 1 Allowable Areah + 9,301sf= 0.62 19,500 Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 6 STORAGE CONDITIONS ostAso SRaa4'LER DESDN AM DEMAND ADMAN 1160E STREAM DEMAND fga.i 150 MAAMUM DURATION SMSINA:ERS AND HOSE STREAMS ITo10al 2 Gas Iywd Gzeta+ttsia lino a.NIA...A 5 galcre a le e. with a wlSW calms pllalma or shdpid DemAy i55r/n; 0.20 Area ,. Ie.enl mrdmsm %/mks) {quae 110* 100 Hgadomaesti!e smina5.s 3000 Od :ay ton. Sum apnnklen &CDD IA Canartaa gods 111Th 5 plaza en end a eda pdiaized or solid Dile 060 5000 8.000 80 750 18. IC and II 5 Tana IPA with n veinal ratan palletimaa slid pleP 030 3000 5000 100 500 2 Calanaa¢eae Set 5 pikescn pdfasa Mid pie. antigh 025 5000 &C00 100 II Cortanaageaa 0e15 prlloroas pdiauaaditl pla mans dun cna higft at ad a ace 060 0.0A 6.0111 d/1 (50 2 18. IC ad II Paltie ta we NO 0.30 3003 5000 1C0 500 2 II Parable taka two high 080 5000 1102) 50 750 2 III III 5 gflana Iota wine withal ratan palmeda 1e 0.25 300) 5.000 120 500 1 Caiarasg 0e15 gAlanon meets mid pla an ad a sides up to 0255 3000 5.000 120 500 1 Catalnrspaler dam 5 gylan al {anchor slid pile. mere rsdes up iota feetNiel 0.36 3000 5.030 100 750 2 Rm5e tak5 a*I 1 025 3COD 5:000 120 500 1 Dottie take two Ng1 0.50 300) 5000 80 750 2 Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 4.0 Sprinkler System Calculation. June 5, 2008 Page 7 TABLE 3404.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID- PILE AND PALLETIZED STORAGE OF LIQUIDS IN CONTAINERS AND PORTABLE TANKS a In 1994, a pervious Tenant Improvement sprinkler modification shows the design density of the space to sustain a remote density of 0.48gpm/sf over a design area of 2,100sf. The existing sprinkler system exceeds the IFC, Chapter 34, Table 3404.3.6.3(4) requirement of 0.30gpm/sf over a design area of 3,000sf. To qualify for this sprinkler design density, the facility will maintain it's 5- gallon containers (or less) with or without cartons as palletized and/or pile storage less than the specific height limitations of IFC, Chapter 34, Table 3404.3.6.3 (2) which is 6.5 feet. 5.0 Secondary Containment Requirement. IFC, Chapter 34, Section 2704 and 3403. 3403.4 Spill control and secondary containment. Where the maximum allowable quantity per control area is exceeded, and when required by Section 2704.2, rooms, buildings or areas used for storage, dispensing, use, mixing or Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 2704.2.2 Secondary containment for hazardous material liquids and solids. Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 8 handling of Class I, II and III -A liquids shall be provided with spill control and secondary containment in accordance with Section 2704.2. 2704.2 Spill control and secondary containment for liquid and solid hazardous materials. Rooms, buildings or areas used for the storage of liquid or solid hazardous materials shall be provided with spill control and secondary containment in accordance with Sections 2704.2.1 through 2704.2.3. Exception: Outdoor storage of containers on approved containment pallets in accordance with Section 2704.2.3. 2704.2.1 Spill control for hazardous material liquids. Rooms, buildings or areas used for the storage of hazardous material liquids in individual vessels having a capacity of more than 55 gallons (208 L), or in which the aggregate capacity of multiple vessels exceeds 1,000 gallons (3785 L), shall be provided with spill control to prevent the flow of liquids to adjoining areas. Floors in indoor locations and similar surfaces in outdoor locations shall be constructed to contain a spill from the largest single vessel by one of the following methods: 1. Liquid -tight sloped or recessed floors in indoor locations or similar areas in outdoor locations. 2. Liquid -tight floors in indoor locations or similar areas in outdoor locations provided with liquid -tight raised or recessed sills or dikes. 3. Sumps and collection systems. 4. Other approved engineered systems. Except for surfacing, the floors, sills, dikes, sumps and collection systems shall be constructed of noncombustible material, and the liquid -tight seal shall be compatible with the material stored. When liquid -tight sills or dikes are provided, they are not required at perimeter openings having an open -grate trench across the opening that connects to an approved collection system. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA Where required by Table 2704.2.2 buildings, rooms or areas used for the storage of hazardous materials liquids or solids shall be provided with secondary containment in accordance with this section when the capacity of an individual vessel or the aggregate capacity of multiple vessels exceeds the following: 1. Liquids: Capacity of an individual vessel exceeds 55 gallons (208 L) or the aggregate capacity of multiple vessels exceeds 1,000 gallons (3785 L); and 2. Solids: Capacity of an individual vessel exceeds 550 pounds (250 kg) or the aggregate capacity of multiple vessels exceeds 10,000 pounds (4540 kg). 5.1 Secondary Containment Calculation: The secondary containment system will be a curb at least 4.17" high as follows: Floor area of containment starting at the "B" line to the "E" line: North/South Dimension: 80.51f East/West Dimension: 1011f Total Gross Area: 8,130.50sf Office Displacement: 18' • 27' = 392sf Total Net Area Available: 7,738.50sf 20- Minute Fire Flow: 0.48gpm/sf • 2,100sf • 20minute / 7.5gal/ft = 2,688 ft Curb Height: 2,688 ft / 7,738.50sf • 12 " /sf = 4.17" 6.0 Emergency Alarm Requirement. IBC, Chapter 4, Section 414 and Chapter 9, Section 908.1 Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 9 414.7 Emergency alarms. Emergency alarms for the detection and notification of an emergency condition in Group H occupancies shall be provided as set forth herein. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA June 5, 2008 Page 10 414.7.1 Storage. An approved manual emergency alarm system shall be provided in buildings, rooms or areas used for storage of hazardous materials. Emergency alarm- initiating devices shall be installed outside of each interior exit or exit access door of storage buildings, rooms or areas. Activation of an emergency alarm- initiating device shall sound a local alarm to alert occupants of an emergency situation involving hazardous materials. 414.7.3 Supervision. Emergency alarm systems shall be supervised by an approved central, proprietary or remote station service or shall initiate an audible and visual signal at a constantly attended on -site location. IFC, Chapter 27, Section 2704 2704.9 Emergency alarm. An approved manual emergency alarm system shall be provided in buildings, rooms or areas used for storage of hazardous materials. Emergency alarm- initiating devices shall be installed outside of each interior exit or exit access door of storage buildings, rooms or areas. Activation of an emergency alarm- initiating device shall sound a local alarm to alert occupants of an emergency situation involving hazardous materials. 2704.10 Supervision. Emergency alarm, detection and automatic fire- extinguishing systems required by Section 2704 shall be supervised by an approved central, proprietary or remote station service or shall initiate an audible and visual signal at a constantly attended on -site location. Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 6.1 Emergency Alarm Locations. June 5, 2008 Page 11 The existing building sustains a monitored sprinkler system. This Tenant Improvement is designed to improve the existing system to include pull stations at an interior warehouse exit and office exit and to remote audible /visual assemblies within the warehouse and office area of the building. 7.0 Ventilation Requirements. IFC, Chapters 34 and 27: 3404.3.7.4 Ventilation. Liquid storage rooms shall be ventilated in accordance with Section 2704.3. 2704.3 Ventilation. Indoor storage areas and storage buildings shall be provided with mechanical exhaust ventilation or natural ventilation where natural ventilation can be shown to be acceptable for the materials as stored. Exception: Storage areas for flammable solids complying with Chapter 36. IBC, Chapter 4 and 12: 414.3 Ventilation. Rooms, areas or spaces of Group H in which explosive, corrosive, combustible, flammable or highly toxic dusts, mists, fumes, vapors or gases are or may be emitted due to the processing, use, handling or storage of materials shall be mechanically ventilated as required by the International Fire Code and the International Mechanical Code. Ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. Exhaust ducts shall not extend into or through ducts and plenums. Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 1203.4 Natural ventilation. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. The operating mechanism for such openings shall be provided with ready access so that the openings are readily controllable by the building occupants. June 5, 2008 Page 12 1203.4.1 Ventilation area required. The minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated. 7.1 Natural Ventilation Proposal. The IFC, Chapter 27, Section 2704.1 requires the provisions of ventilation (outlined in Section 2704.3) to be addressed when the storage of hazardous materials exceeds the quantities set for in Tables 2703.1.1(1) and 2703.1.1(2). The Carboline facility will exceed the quantity limitations for the hazard classifications of flammable and combustible liquids (as defined by Section 3402). The ventilation requirement of the IBC, Chapter 4, Section 414.3 apply when flammable vapors are or may be emitted due to the storage of materials. The provisions of the IFC Chapter 27, Section 2704.3 allow for natural ventilation when natural ventilation can be shown to be acceptable for the materials stored. In both cases these codes allow for conditions that do not produce flammable vapors as a part of the routine storage. A limitation of the IFC/IBC is that neither references an objective performance oriented standard to ensure a safe work environment. We propose using a well developed and very specific performance standard to determine whether or not the natural ventilation of the space is absolutely safe for the occupants. This standard is promulgated in the Washington Administrative Code (WAC), Chapter Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 296 -841 and routinely enforced by the Washington State Department of Labor and Industry. The WAC standard is specifically written for those chemicals listed in WAC 296 -841 Table 3, all substances listed in the latest edition of the National Institute for Occupational Safety and Health (NIOSH) Registry as well as hazardous materials identified with Material Safety Data Sheets and Pesticides. Which is to say, all the flammable and combustible liquids stored can be evaluated using the WAC. Within this standard, an Exposure Evaluation is allowed (WAC 296 - 841 - 20005). We propose allowing the favorable results of an Exposure Evaluation to meet the requirements of IFC Chapter 27, Section 2704.3 for natural ventilation. That is to say, if the Exposure Evaluation shows no explosive, corrosive, combustible, flammable or highly toxic dusts, mists, fumes, vapors or gases are emitted above the Permissible Exposure Limit (PEL) due to the handling and storage of materials then no mechanical exhaust ventilation is required. 7.2 Natural Ventilation Calculation. Warehouse Area: 9.301 sf 4% of Floor Area: 372sf Openings: Rollup Doors: 14' x 14' (196sf) • 2ea = 392sf Mandoors: 3' x 7' (21sf) • 3ea = 63sf Total Openings = 455sf Percentage of Opening to Floor Area Being Ventilated: 4.9% Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 13 LOCATION GROUP O OMSLCM EXTENT OF CLASSIFIED AREA Tank vaudeand tank ca^-0amrnued Looting thra4h do' se:lame with dmotpherie venting Loadrg dosed rcvhd Bittern todigwith vaper calla cr tr ybatantrloadng , N N N Within 3 fed d open end d vent, adedrrg in al dreators Arse between 3 fed end 15fe t fret open end at vat canting in al diredtem Alm within 3fest d edged dome ederdng in dl directions W SWn3 fat d pairs d cemedlanel bah Nlland yam lints ado inEll direrims IAA thin 3 tea et point dasrrediat extended inal directions Ala, tp to18nerds Move grTdowtthin ahrtmtl raked 10 fad from point d mrr+oaron 3aagland leaver wagerer tank vehicles 1 2 Ataa mimes belay floor loid, Ant l{rto inches axwelloaagadeladteretire dormsameeirp e Garegrsfer other than tank vehicles °vinery WMrotivo ism owning tottetroams within exacted da naddoaclanged aaa the atiroroan Ova bedesafidWamroas the tree dasrfiationdttno mint dthe opmirtl Outdoor dr um storage ordray Indoor wart ousingwherethaeisnollemmableliquidtraLde Ordrnoy Where there ism opening to them mans within the eLtetden irdar detailed tree thereon tell bedgssified ttraeneas if lhewal, art a petition dd not aria. Indoor equipment where flarmaNevaparar mixtures could We undo' named operations 1 2 Ares within 5feel d a y edged aShe¢ipnee. darning lnal Brea aia Areebtween 5fed aid reel d ey toted arhquitrent extandnng in al tiretiona Alm smuts to 3 fee dove floc on gale level within Sled to 25 fee honmmaly hot ay edge d s ch dAipmat." Outdmr equipment where flanmabtevaperlarmixttrmmuld ads undo normal operaiau i 2 Ares within 3 fat d try edged set egipmat . waxing in all dradtans Armbawean 3lett at feet d ay egged srhecitipm i ederdrg in al dredlan Alm aeeip to 3 lea dnovelioo a gJe 'wet within 3 fee to 10 fee haiznizi ly from try Edge d aich equipment Tank — Above ground Snell. mdse rod at (Ike See Vent Floarrg roof •• N .- N .- Arm inside dke where Elks het Wit is grater than the dsate from theta* :othedke fa more this 50 petal d theta* oramf erenoe Area within 10fest Fran anal. mdse rod d talc. Areeireidedkes to level d top d dke Ares within 5 feel of apt mild vent entailing in all dretons Arm bdwan 5W ad 10fal tram open ad of vat Wading in al dradian Area Mare the rod and within teed'. Carboline H -3 Flarrunable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 8.0 Electrical Requirements IFC, Chapter 34, Table 3403.1.1 June 5, 2008 Page 14 A storage modification has been made to restrict flammable liquid storage within 20 feet of an electrical service in the northeast corner of the building. All other wiring and fixtures comply with Group D Ordinary electrical classification. Morse Environmental has prepared this report in a professional manner, using the level of skill and care normally exercised for similar projects under similar conditions by reputable and competent environmental consultants currently practicing in the area, and in accordance with the directives provided by the facility management. Morse Environmental is not responsible for conditions or consequences arising from relevant facts that were not disclosed at the time of our visit. We also note that the facts and conditions referenced in this report may change over time, and that the conclusions set forth here are applicable to the facts and conditions at the time of this report. Conclusions were made within the operative constraints of the scope, budget and schedule for this project. We believe that the conditions stated here are factual, but no guarantee is made or implied. Prepared by: MORSE ENVIRONMENTAL, INC. Carboline H -3 Flammable Liquid Storage Room 12117 East Marginal Way S, Tukwila, WA 9.0 Signature of Environmental Professional MORSE ENVIRONMENTAL, INC. -1 #7" - Chadrick Morse Principal Chemist Prepared by: MORSE ENVIRONMENTAL, INC. June 5, 2008 Page 15 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF F LE COPY JOB TITLE: Goodyear Tire & Rubber WATER SUPPLY DATA M75 SOURCE 'STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ r : PRESS: @-DEMAND- ∎__PR , TAG (PSI) (PSI) (GPM). (PSI) (GPM) .• (PSI). 40 130.0 83.0 1350.0 86.1 1301.2 82.1 r AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1301.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1301.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 17.5 K= 8.00 48.9 55.9 2 17.5 - - - - 49.3 3 17.5 K= 8.00 39.2 50.1 4 17.5 K= 8.00 35.7 47.8 5 17.5 K= 8.00 33.5 46.3 6 17.5 K= 8.00 32.1 45.4 7 17.5 K= 8.00 31.5 44.9 8 17.5 K= 8.00 31.4 44.8 9 17.5 K= 8.00 57.0 60.4 10 17.5 - - - - 57.4 11 17.5 K= 8.00 45.8 54.1 12 17.5 K= 8.00 41.8 51.7 13 17.5 K= 8.00 39.1 50.0 14 17.5 K= 8.00 37.6 49.1 15 17.5 K= 8.00 36.9 48.6 16 17.5 K= 8.00 36.7 48.5 17 17.5 K= 8.00 57.4 60.6 18 17.5 - - - 57.8 - - - 19 17.5 K= 8.00 46.1 . 54.3 20 17.5 K= 8.00 42.1 51.9 21 17.5 K= 8.00 39.4 50.2 22 17.5 K= 8.00 37.9 49.3 23 17.5 K= 8.00 37.2 48.8 24 17.5 K= 8.00 37.0 48.7 25 17.5 K= 8.00 59.7 61.8 26 17.5 60.2 27 17.5 K= 8.00 55.8 59.8 28 17.5 K= 8.00 54.8 59.2 29 17.5 K= 8.00 54.5 59.0 30 15.5 - - - - 60.7 31 15.5 60.8 32 15.5 61.2 33 15.5 62.2 34 15.5 63.6 RECEIVED CITY OF T1 WWII A Nnv 6 ,• GEIGER OntikdVila ION CODE 1 �MP1i NCE PPROVED JAN 16 1009 CORRECTION LTR# SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF JOB TITLE: Goodyear Tire & Rubber NODE ANALYSIS DATA NODE TAG •ELEVATION NODE TYPE PRESSURE DISCHARGE... (FT) (PSI) (GPM) 35 15.5 65.0 36 15.5 66.4 37 15.5 67.8 38 15.5 69.2 39 15.5 - - - - 70.6 39A 15.5 71.6 39B 1.0 78.6 40 -4.0 SOURCE 82.1 1301.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF JOB TITLE: Goodyear Tire &"Rubber PIPE DATA PIPE. TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -55.9 2.067 PL 2.00 PF 0.4 1 17.5 8.0 48.9 55.9 5.3 120 FTG T PE 0.0 2 17.5 0.0 49.3 0.0 0.032 TL 12.00 PV Pipe: 2 279.3 2.067 PL 6.00 PF 10.0 2 17.5 0.0 49.3 0.0 26.7 120 FTG T PE 0.0 3 17.5 8.0 39.2 50.1 0.628 TL 16.00 PV Pipe: 3 229.2 2.067 PL 8.00 PF 3.5 3 17.5 8.0 39.2 50.1 21.9 120 FTG. - - -- PE 0.0 4 17.5 8.0 35.7 47.8 0.436 TL 8.00 PV Pipe: 4 181.4 2.067 PL 8.00. PF. 2.3 4 17.5 8.0 35.7 47.8 17.3 120 FTG - - -- PE 0.0 5 17.5 8.0 33.5 46.3 0.283 TL 8.00 PV Pipe: 5 135.1 2.067 PL 8.00 PF 1.3 5 17.5 8.0 33.5 46.3 12.9 120 FTG - - -- PE 0.0 6 17.5 8.0 32.1 45.4 0.164 TL 8.00 PV Pipe: 6 89.7 2.067 PL 8.00 PF 0.6 6 17.5 8.0 32.1 45.4 8.6 120 FTG - - -- PE 0.0 7 17.5 8.0 31.5 44.9 0.077 TL 8.00 PV Pipe: 7 44.8 2.067 PL 8.00 PF 0.2 7 17.5 8.0 31.5 44.9 4.3 120 FTG - - -- PE 0.0 8 17.5 8.0 31.4 44. 0.021 TL 8.00 PV Pipe: 8 -60.4 2.067 PL 2.00. PF. 0. 9 17.5 8.0 57.0 60.4 5.8 120 FTG T PE 0.0 10 17.5 0.0 57.4 0.0 0.037 TL 12.00 PV Pipe: 9 302.0 2.067 PL 6.00 PF 11.6 10 17.5 0.0 57.4 0.0 28.9 120 FTG T PE .0.0 11 17.5 8.0 45.8 54.1 0.726 TL 16.00 PV Pipe: 10 247.9 2.067 PL 8.00 PF 4.0 11 17.5 8.0 45.8 54.1 23.7 120 FTG - - -- PE 0.0 12 17.5 8.0 41.8 51.7 0.504 TL 8.00 PV Pipe: 11 196.2 2.067 PL 8.00. PF 2.6 12 17.5 8.0 41.8 51.7 18.8 120 FTG - - -- PE 0.0 13 17.5 8.0 39.1 50.0 0.327 TL 8.00 PV Pipe: 12 146.1 2.067 PL 8.00 PF 1.5 13 17.5 8.0 39.1 50.0 14.0 120 FTG - - -- PE 0.0 14 17.5 8.0 37.6 49.1 0.190 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF JOB TITLE: Goodyear Tire 6 Rubber PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 97.1 2.067 PL 8.00 PF 0.7 14 17.5 8.0 37.6 49.1 9.3 120 FTG - - -- PE 0.0 15 17.5 8.0 36.9 48.6 0.089 TL 8.00 PV Pipe: 14 48.5 2.067 PL 8.00 PF 0.2 15 17.5 8.0 36.9 48.6 4.6 120 FTG - - -- PE 0.0 16 17.5 8.0 36.7 48.5 0.025 TL 8.00 PV Pipe: 15 -60.6 2.067 PL 2.00 PF 0.4 17 17.5 8.0 57.4 60.6 5.8 120 FTG T PE 0.0 18 17.5 0.0 57.8 0.0 0.037 TL . 12.00 PV Pipe: 16 303.2 2.067 PL 6.00 PF .11.7 18 17.5 0.0 57.8 0.0 29.0 120 FTG T PE 0.0 19 17.5 8.0 46.1 54. 0.731 TL 16.00 PV Pipe: 17 248.8 2.067 PL 8.00 PF 4.1 19 17.5 8.0 46.1 54.3 23.8 120 FTG - - -- PE 0.0 20 17.5 8.0 42.1 •51.9 0.507 TL 8.00 PV Pipe: 18 196.9 2.067 PL 8.00 PF 2.6 20 17.5 8.0 42.1 51.9 18.8 120 FTG - - -- PE 0.0 21 17.5 8.0 39.4 50.2 0.329 TL 8.00 PV Pipe: 19 146.7 2.067 PL 8.00 PF 1.5 21 17.5 8.0 39.4 50.2 14.0 120 FTG - - -- PE 0.0 22 17.5 8.0 37.9 49.3 0.191 TL 8.00 PV Pipe: 20 97.4 2.067 PL 8.00 PF 0.7 22 17.5 8.0 37.9 49.3 9.3 120 FTG - - -- PE 0.0 23 17.5 8.0 37.2 48.8 0.090 TL . 8.00 PV • Pipe: 21 48.7 .2.067 PL. 8.00 PF.. 0.2 23 17.5 8.0 37.2 48.8 4.7 120 FTG - - -- PE 0.0 24 17.5 8.0 37.0 48.7 0.025 TL 8.00 PV Pipe: 22 -61.8 2.067 PL 2.00 PF 0.5 25 17.5 8.0 59.7 61.8 5.9 120 FTG T PE 0.0 26 17.5 0.0 60.2 0.0 0.039 TL 12.00 PV Pipe: 23 178.0 2.067 PL 6.00. PF 4.4 26 17.5 0.0 60.2 0.0 17.0 120 FTG T PE 0.0 27 17.5 8.0 55.8 59.8 0.273 TL 16.00 PV Pipe: 24 118.2 2.067 PL 8.00 PF 1.0 27 17.5 8.0 55.8 59.8 11.3 120 FTG - - -- PE 0.0 28 17.5 8.0 54.8 59.2 0.128 TL 8.00 PV Pipe: 25 59.0 2.067 PL 8.00 PF 0.3 28 17.5 8.0 54.8 59.2 5.6 120 FTG - - -- PE 0.0 29 17.5 8.0 54.5 59.0 0.035 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF JOB Goodyear Tire & Rubber . RIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. .,END . . ELEV. ANTOZ. PT DISC, VEL(FPS) HW(C) (FT.) ..SUM. NODES (FT) (K) (PSI) •(GPM) FL /FT (PSI) Pipe: 26 -335.2 2.067 PL 2.00. PF.-10.6 2 17.5 0.0 49.3 0.0 32.0 120 FTG. T PE 0.9 30 15.5 0.0 60.7 0.0 0.880 TL 12.00 PV Pipe: 27 -335.2 5.047 PL 10.00 PF 0.1 30 15.5 0.0 60.7 0.0 5.4 120 FTG - - -- PE 0.0 31 15.5 0.0 60.8 0.0 0.011 TL 10.00 PV Pipe: 28 -362.4 3.068 PL 2.00 PF 2.5 10 17.5 0.0 57.4 : 0.0 15.7 120 FTG N PE 0.9 31 15.5 0.0 60.8 0.0 0.149 TL 17.00 PV Pipe: 29 -697.6 5.047 PL 10.00 PF. 0.4 31 15.5 0.0 60.8 0.0 11.2 120 FTG - - -- PE 0.0 32 15.5 0.0 61.2. 0.0 0.044 TL 10.00 PV Pipe: 30 -363.8 3.068 - PL 2.00 PF . 2.5 18 17.5 0.0 57.8 0.0 15.8 120 FTG N PE. .0.9 32 15.5 0.0 61.2 0.0 0.150 TL 17.00 PV Pipe: 31 - 1061.3 5.047 PL 10.00 PF 1.0 32 15.5 0.0 61.2 0.0 17.0 120 FTG - - -- PE 0.0 33 15.5 0.0 62.2 . 0.0 0.096 TL 10.00 PV Pipe: 32 -239.8 3.068 PL 2.00 PF 1.2 26 17.5 0.0 60.2 0.0 10.4 120 FTG N PE 0.9 33 15.5 0.0 62.2 0.0 0.069 TL 17.00 PV Pipe: 33 - 1301.2 5.047 PL 10.00 PF 1.4 33 15.5 0.0 62.2 0.0 20.9 120 FTG - - -- PE 0.0 34 15.5 .0.0 63.6. 0.0 0.140 TL . 10.00 PV Pipe: 34 - 1301.2. 5.047 PL 10.00 PF 1.4 34 15.5 0.0 63.6 0.0 20.9 120 FTG - - -- PE 0.0 35 15.5 0.0 65.0 0.0 0.140 TL 10.00 PV Pipe: 35 . - - 1301.2 5.047 PL 10.00 PF 1.4 35 15.5 0.0 65.0 0.0 20.9 120 FTG - - -- PE 0.0 36 15.5 0.0 66.4 0.0 0.140 TL 10.00 PV Pipe: 36 - 1301.2 5.047 PL 10.00 PF 1.4 36 15.5 0.0 66.4 0.0 20.9 120 FTG.. - - -- PE. 0.0 37 15.5 0.0 67.8 0.0 0.140 TL '10.00 PV Pipe: 37 - 1301.2 5.047 PL 10.00 PF 1.4 37 15.5 0.0 67.8 0.0 20.9 120 FTG - - -- PE 0.0 38 15.5 0.0 69.2 0.0 0.140 TL 10.00 PV Pipe: 38 - 1301.2 5.047 PL 10.00 PF 1.4 38 15.5 0.0 69.2 0.0 20.9 120 FTG - - -- PE 0.0 39 15.5 0.0 70.6 0.0 0.140 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF JOB TITLE': Goodyear Tire & Rubber PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. 'NOZ..: PT DISC. VEL(FPS) HW(C) (FT) .$OM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 - 1301.2 7.981 PL 48.00 PF 1.0 39 15.5 0.0 70.6 0.0 8.3 120 FTG E PE 0.0 39A 15.5 0.0 71.6 0.0 0.015 TL 66.00 PV Pipe: 40 - 1301.2 7.981 PL 15.00 PF 0.8 39A 15.5 0.0 71..6 0.0 8.3 120 FTG GA PE 6.3 39B 1.0 0.0 78.6 0.0 0.015 TL 50.00 PV Pipe: 41 - 1301.2 7.981 PL 100.00 PF.. 1.3 39B 1.0 0.0 78.6 0.0 8.3 .' 150 FTG , EG PE 2.2 40 -4.0 SRCE 82.1 (N /A) 0.010 TL 133.24 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license xo. 50060248 granted by HRS Systems', Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.109 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 32.0 ft /sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A' MATERIAL: S40 '. HWC.: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A. D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v . NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068. 7.00 15.00.. 5.00 16.00 10.00 1.00 13.00 13.00 15.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 7.981 18.00 35.00 .13.00 45.00 .12.00 .4.00 31.00 31 35.001 NOTES (USER): 190.0 G112.0 _ A U G E P R 84.0 E S S U R E 56.0 p s i 28.0 _ 0. 0 -14.7 WATER SUPPLY ANALYSIS Static: 130.00 400 600 800 1000 1200 1400 FLOW (GPM) psi Resid: 83.00 psi Flow: 1350.0 gpm LEGEND Available pressure 86.10 psi 8 1301.2 gpm Required pressure 0 82.12 psi 8 1301.2 gpm A. Source Supply Curve 8. System Demand Curve 1600 1800 - 2000 O W H UI y .. H 1-3w • \ rn 47 N O 0 O 0 A. CO k fD Di n H U) ro n (D H z N r • UI m n u) H '< tJ H 0 z O r iU) x H • N co U] Co J C) 0 0 K h7 P'0 1-- •4 rn SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/19/2008 C: \HASS78 \GOODYEAR 1.SDF - JOB Goodyear Tire & Rubber 39A 0 39B SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 12 ' 3 4 5 6 . 7 . 8 0 ( > ) °) > •/ `) > `} `) °) / °/ `) > `) ° 55 279.3229.2 181.4 135.1 89.7 44.8 fl <27> 335.2 51 Q'1 ` 1 ) 1 `) \) 12 `) `) 13 \) `) 14 `) `) 15 `) `) 16 60 196.2 146.1 97.1 48.5 <41> 1301.2 k29> 697.6 r1 \ 19 20 21 22 • 23 24 60.303.2 248.8 196.9 146.7 A <31> 1061.3 2:21 - y\ 27 28 29 61.178.0118.2 59.0 ^ <33> 1301.2 34ek 0 <34> 1301.2 39A 0 A <35> 1301.2 3E�1 0 A (36> 1301.2 37p 0 A <37> 1301.2 34\ a A <38> 1301.2 39A 40 97.4 48.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/19/2008 C:\HASS78\GOODYEAR 1.SDF JOB TITLE: Goodyear Tire & Rubber WATER SUPPLY CURVE \\ \ \ \ \ \\ \\ \ \ \\ I \\ P 88+ \\ R 1 0\ E 1 X * <-83 0 psi @ 1350 gpm S 1 Flow Test Point S 77+ U R 1 E 1 66+ ( P 1 S 1 I 55+ ) I 1 44+ 1 1 1 33+ 1 22+ LEGEND 1 if I X = Required Water Supply 1 82.12 psi @ 1301.2 gpm 11+ 1 0 = Available Water Supply 1 86.10 psi @ 1301.2 gpm 1 0++ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Date: 11/18/2008 Primary Employee: 39 JAY D. DECKER Thru 11/18/2008 Date Ref 0 Strut 0 Tabs3 Client Ledger Report BUSH. ROED a HITCHING.% INC. Page: 1 Fee Expense Advance Rhyme Payment Apply to Amount Amount Amount Charge Amount EMU 4 BM Total Balance Due 200iptiseltitteLSIOSttcHerkettsksil RE: PRELIMINARY CIVIL ENGINEERING 06/30/2008 1 1 1432.50 f2:76 1455.26 1435.2g 07/31/2008 2 2 1282.50 1282.50 2737.78 06/3112008 3 3 785.00 11.70 2.87 799.57 3537.33 09/30/2008 5 4 1.90 1.90 3539.23 10/02/2008 4 4 1455.26R 1 2083.97 10/31/2008 6 5 20.79 20.79 2104.76 aubto3500 : 00 '.": 7274 PAI:0:: :, ■Ail::::',M7:1J 11: 25..5 8 0i. : Vi.L1455,2 1 1.N 1 ','AY}1....k.,, ,, Nali3,500.0210! , ,t!.0210ftite Total for Primary Employee 39 3500.00 34.46 25.58 1455.28 3560.02 2104.76 Tuesday 11/1812008 Z17 om r October 22, 2008 pk Mr. Dave Larson City of Tukwila, Washington Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 re: Correction Letter 1 Development Application Number D08 -401 Carboline —12117 East Marginal Way S Dear Mr. Larson: .sr � r Y�.1� —. ��✓ rr, 4. Special inspections are as follows: architecture + engineering 1)o r _ t OPV r IVdtV11Cu roc COD COMPLIANCE PRO JAN 16 20119 Tukwila DIVISION Per your correction letter, I am submitting these revisions in response to those corrections dated October 9, 2008. 1. The exiting has been changed to meet the intent of the code. The second exit now travels through the office space, rather than moving towards the first exit. This is allowed by the IBC in section 1014.2 since the office is a less restrictive use than the H -3 space. We have left the an exit sign by the second exit from the warehouse. Please see sheet A1.0. The two paths of travel are now separated by a minimum 46' -0 ". 2. Please see the attached letter from Morse Environmental, Inc. dated 10/20/08. The required openable area percentage for natural ventilation have been included on the floor plan sheet A1.0. A note has also been provided on the lower left portion of sheet A1.0 for installation of a combustible gas alarm that signals the fire alarm system when an upset condition occurs. 3. Please find the location of emergency lighting and exit signage on the floor plan on sheet A1.0 and also on the mezzanine plan, sheet A1.1. Sheet SD -1 has been updated to reflect this change. The symbol denotations are also located on sheet SD -1. A note to provide emergency lighting outside of each exit has also been provided on the floor plan sheet A1.0. Masonry: level 1 special inspection: Periodic Wood: (fasteners, bolts, straps, etc.) Periodic for connections of all members of seismic force resisting system '101 ECE VED OCT 242008 PERMIT CENTEf 119 South Main Street. Suite 410 Seattle, WA 98104 p 206 624 3210 1 206 624 3243 e 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 Derek Kohlhas , Project Manager Expansion Bolts & Inserts: Periodic including torque tests in accordance with approved icc -es reports. Epoxy grouted installation: Periodic including inspection of embedment depth and hole cleanliness prior to installations. Structural notes have also been included on there own sheet S1.0. 5. The fire rated wall assembly is listed on detail 20/A4.0, and the note on both the floor plan and mezzanine plan have been updated to reflect the detail. The existing stair is going to be replaced with a new stair and landing outside of the rated area and the deck is no longer part of the rated assembly. Please see details 11 & 16 -19 on sheet A4.0 for new stair details, as well as additional notes on the floor plan and mezzanine plan. The fire extinguisher has been moved from the column to the end of the stair. 6. Two copies of the MSDS sheets are attached. Please see the attached letter from Morse Environmental, Inc. dated 10/22/08 for additional information. 7. The six items from section 3409.4 of the IBC have been listed on sheet SD -1. Please also see Sheet SD -2 for updates to the site plan, and additional details, regarding accessible parking striping and signage. 8. At the request of the client (tenant) and property owner, we are creating a firewall at the wall separating the Carboline space from the adjacent tenant. A new CMU parapet is being placed above the existing concrete wall. In a type IIIB building with H -3 occupancy, spaces are allowed to be 13,000 sf with no area increases. Our total area including mezzanine is 10,957 sf, and therefore the building complies. The attached photo shows the location of the new firewall. Please see detail 12/A4.0 for parapet detail, as well as the structural notes on sheet A1.0. If there are any questions or concerns with any of the revisions please let me know. Regards, 119 South Main Street. Suite 410 Seattle, WA 98104 p 206 624 3210 1 206 624 3243 * 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8750 new firewail. location Total Flammable Flammable Combustible Combustible Non - Gallons 1 -B 1 -C 11 I1I Regulated 14,000 7,280 4,480 420 980 840 October 22, 2008 Dave Larson Senior Plans Examiner Tukwila Building Division Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 RE: Building Division Review Memo Dated October 8, 2008 - Carboline Dear Mr. Larson: As pertaining to your review memo (above) and concerning item 6. please find attached representative Material Safety Data Sheets (MSDS) for the paints to be stored. As in all distribution paint facilities, the type and color of paint (in individual paint lines) will fluctuate throughout the day; however, the maximum amount of material is limited to the following table. The International Fire Code (IFC), Chapter 37, Section 3702 defines the hazard classification of Toxic and Highly Toxic as follows: TOXIC. A chemical falling within any of the following categories: 1. A chemical that has a median lethal dose (LD 50 ) of more than 50 milligrams per kilogram, but not more than 500 milligrams per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LD 50 ) of more than 200 milligrams per kilogram but not more than 1,000 milligrams per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LC 50) in air of more than 200 parts per million but not more than 2,000 parts per million by volume of gas or vapor, or more than 2 milligrams per liter but not more than 20 milligrams per liter of mist, fume or dust, when administered by continuous inhalation for 1 hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 1.° C0 7 Office: 253.887.1550 Fax: 253.887.1449 chadmorse@morseenvironmental.com OCT 24 2008 t tVi WtU t-U' . ti, p CODE CO APP JAN 1 F 2 nliq City O Tuk wila BU DIVISION Page 2 October 22, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline HIGHLY TOXIC. A material which produces a lethal dose or lethal concentration which falls within any of the following categories: 1. A chemical that has a median lethal dose (LD 50 )of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LD 50 )of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LC 50) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhalation for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. The IFC, Chapter 33, Section 3302 defines the hazard classification of Explosive in the following ways: EXPLOSIVE. A chemical compound, mixture or device, the primary or common purpose of which is to function by explosion. The term includes, but is not limited to, dynamite, black powder, pellet powder, initiating explosives, detonators, safety fuses, squibs, detonating cord, igniter cord, igniters and display fireworks, 1.3G (Class B, Special). The term "explosive" includes any material determined to be within the scope of USC Title 18: Chapter 40 and also includes any material classified as an explosive other than consumer fireworks, 1.4G (Class C, Common) by the hazardous materials regulations of DOTn 49 CFR. High explosive. Explosive material, such as dynamite, which can be caused to detonate by means of a No. 8 test blasting cap when unconfined. Low explosive. Explosive material that will burn or deflagrate when ignited. It is characterized by a rate of reaction that is less than the speed of sound. Examples of low explosives include, but are not limited to, black powder, safety fuse, igniters, igniter cord, fuse lighters, fireworks, 1.3G (Class B special) and propellants, 1.3C. From the attached MSDS the paint mixtures do not qualify as Toxic, Highly Toxic or Explosive. OCCUPANCY CATEGORY NATURE OF OCCUPANCY 1 Buildings and other structures that represent a low hazard to human life in the event of failure., incluullna but not limited to: • Agricultural facilities. • Certain temporary facilities. • Minor storage Facilities. It Buildings and other structures except those listed ire Occupancy Categories I. 111 and IV ill Buildings and other stnwtwes that represent a substantial hazard to human lite in the event of failure. including but not limited lo: • Covered structures whose primary occupancy is public assembly with an occupant heal greater than 300 • Buildings and other structures with elementary school, sa;otndary vciu'ol or day are facilities with an occupant load greater than 250. • Buildings and other structures with an occupant load greater than 500 for colleges or adult education facilities • Healthcare facilities withanocc: upantloadof50tumm: residentpatients. butnothav beanies. hies. • Jails and detention facilities. • Any other occupancy with an occupant loud greater than 5.000. • Power- genemting stations, water treatment for potable water. waste water treatment facilities and other public utility fa- cilities not Included in Occupancy Category IV, • Buildings and other stnn:ures not included in Occupancy Category IV containing sufficient quantities of toxic or explo- sive substances to be dangerous to the public if released. IV Buildings and other structures designated as essential facilities including but not limited to: • Hospitals and other health care facilities having surgery or emergency treatment facilities. • Elm. rescue and police stations and emergency vettick garages • Designated earthquake, hurricane or other emergency shelters. • Designated emergency preparedness, communication, and operation centers and other facilities required for emergency response. • Power- generating stations and other public utility facilities required as emergency backup facilities for Occupancy C1ate- gory, IV structures, • Structures concerning highly toxic materials as defined bySecluon 307 whent tInt quantity of the material exceeds the max- haunt allowable quantities of Table 307.142). • Aviation control towers, air traffic control centers and emergency aircraft hangars. • Buiktings and other xtnctures having critical national defense functions. • Water treatment facilities tutaired to maintain water pressure for fire xtppressiou. Page 3 October 22, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline The International Building Code (IBC), Chapter 16, Table 1604.5 states the following: TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES The IBC, Chapter 34, Section 3406.4 states the following: 3406.4 Change of occupancy. When a change of occupancy results in a structure being reclassified to a higher occupancy category, the structure shall conform to the seismic requirements for a new structure. The proposed Carboline facility is a preexisting Category II building. The storage of flammable and combustible liquids do not qualify as a higher Category III or IV structure. Please feel free to call me should you have any questions or concerns. Sincerely yours, MORSE ENVIRONMENTAL, INC. Chadrick Morse Principal Chemist ❑ Plans RF ❑ Bud et ❑ FYI ❑ Specifications RFP Budget Status Laboratory Results C M eeting Agenda Action Request Scope of Work FYU Contract ❑ Soil Results [ Minutes Copy Purchase Order ❑ Emission Results ❑ Resort Record Proposal [- Schedule Letter FYA SOQ ❑ Status E Invoice [2 Info. Requested Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 Office: 253.887.1550 Fax: 253.887.1449 chadmorse @morseenvironmental.com Morse Environmental Letter of Transmittal To: Dave Larson Senior Plans Examiner Tukwila Building Division Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 I Date: 10/22/08 RE: Building Division Review Memo Dated October 8, 2008 - Carboline Recipient Fax No. I No. of Pages 14 Pages (Including Cover Page) Message Enclosures Delivery Information ❑Hand Delivered I ❑Telephone I ❑ Facsimile Notes of Delivery: Cc.: Robert Kroese, PKJB, Scott Brennan, Carboline Company I E- Mailed October 20, 2008 Dear Mr. Larson: Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 Dave Larson Senior Plans Examiner Tukwila Building Division Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 r 7 RE: Building Division Review Memo Dated October 8, 2008 - Carboline t • C y - ) ;- -- Office: 253:8874550 , Fax: 253.887.1449 chadmorse @morseenvironmental.com As pertaining to your review memo (above) and concerning item 2, please allow me to provide the Fire, Building and Mechanical codes justification for your approval of our compliance. The case can be made the same way from both the International Fire Code (IFC) 2006 as well as the International Building Code (IBC) 2006. I have selected the IBC for simple reference. In IBC, Chapter 3, Section 307 the code establishes two significant definitions as follows: CLOSED SYSTEM. The use of a solid or liquid hazardous material involving a closed vessel or system that remains closed during normal operations where vapors emitted by the product are not liberated outside of the vessel or system and the product is not exposed to the atmosphere during normal operations; and all uses of compressed gases. Examples of closed systems for solids and liquids include product conveyed through a piping system into a closed vessel, system or piece of equipment. OPEN SYSTEM. The use of a solid or liquid hazardous material involving a vessel or system that is continuously open to the atmosphere during normal operations and where vapors are liberated, or the product is exposed to the atmosphere during normal operations. Examples of open systems for solids and liquids include dispensing from or into open beakers or containers, dip tank and plating tank operations. In IBC, Chapter 4, Section 415.2 the code establishes a third significant definition: STORAGE, HAZARDOUS MATERIALS. 1. The keeping, retention or leaving of hazardous materials in closed containers, tanks, cylinders or similar vessels, or 2. Vessels supplying operations through closed connections to the vessel. CORRECTION 1.TR# 1 bO8'-ioi ottvityvtutult eCOMP MOVE JAN 16 2Q09 �l ` o C1Tuda DMSION RECEIVED OCT 2 4 2008 PERMIT CENTER MATERIAL CLASS GROUP WREN i STORAOE USE-CLOSED SYSreMSb i USE-OPEN SYSreMX THE MAXIMUM ALLOWABLE , OUAMTTY IS I Solid Pounds EXCEEDED I (eubMlo.tl liquid gallon. (Pound.) O.. (cubic lost al NM Solid Pounds {eabtat..t) i Liquid Qatm. I (pounds) Om (OOUlc ter at NW) Sold Pound. L quM Salons (cable lea) *mid*, fttmmaDle I:yuiJ i N old IC in (f < !:f.1 I �� \i .A N { N/A tt I `IA I liP Page 2 October 20, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline What makes these definitions significant is that the code is allowing a differential condition between the various states of material's use and storage. These definitions are important as they show a difference in how dangerous the code considers the materials as it relates to use, dispensing, mixing and storage. For example, IFC, Chapter 3, Table 307.7(1) (below) shows how the code addresses the same hazard for three separate conditions of storage: [F] TABLE 307.7(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD; 6 m The code has determined that a Use -Open System of flammable liquids Class I -B is four times more dangerous as is the Use -Close or Storage condition for the same material. I say four times more dangerous because the exempt amount is four times greater for the Use -Close and Storage condition than it is for the Use -Open condition. The rationale of the code is straightforward. Those materials which are continuously open to the atmosphere during normal operations and where vapors are liberated have the greater potential for fire than those materials that remain closed during normal operations where vapors emitted by the product are not liberated outside of the vessel. It is exactly this type of rationale that the code (IFC, Chapter 34, Table 3404.3.4.1) is allowing these same flammable liquids (Class I -B) to be stored in populated Group M occupancies. Occupancies which are assessable to the general public and in which quantities of flammable liquids exceed 15,000 gallons. That is to say, the IFC and the IBC recognize that materials stored are significantly less dangerous than materials in a Use -Open System. The code does not incorporate the Lower Flammable Limit (LFL) or Lower Explosive Limit (LEL) as a principle of compliance for the storage of flammable liquids. Most of the volatile paint solvents in oil base paint have a LFL /LEL of about 1% in air. This means that if the concentration of flammable solvent reaches the critical mass of 1% in air (or 10,000 parts per million (ppm)) the fuel to oxygen ratio will be satisfied so as to allow combustion to occur. Page 3 October 20, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline So looking at it in another way, the code allows for 15,000 gallons of flammable liquid Class I -B to be stored as an exempt amount in a Group M occupancy. This amount of material could sustain a 1% LFL /LEL in a 160,000sf building with a 25 foot ceiling. Calculation: 15,000 gallons of liquids would evaporate at a 20:1 ratio and create 300,000 gallons of flammable vapor. 300,000 gallons of vapor (at 100% concentration) will fill a volume of 40,000 cubic feet If the vapor were diluted to 1 %, the volume of space would increase a hundred fold or displace a volume of 4,000,000 cubic feet. In a building with a 25 foot high ceiling this would amount to a footprint of 160,000sf. Footnote "c" of this sample table (IFC, Chapter 34, Table 3404.3.4.1) allows a quantity increase at the rate of 2% per 1,000sf in occupancies greater than 50,000sf (up to the maximum amount of 30,000 gallons in a 100,000sf Group M occupancy.) The code is clearly not using the LFL /LEL of the material stored to determine if the exempt amounts is dangerous or not dangerous. All the codes consider the LFL/LEL when considering an Use -Open system. The hazardous condition created by a Use -Open system is controlled by maintaining an environment well below the LFL/LEL. Most every system control unit for flammable liquids uses a combustible gas monitor to measure the liberated vapor's concentration. These meters are sometimes called LEL meters. The LEL meter has a set point of 10 % -25% of the LEL. Once the vapor concentration reaches the set point the system sounds an alarm or automatically shuts down. In your Building Division Review Memo dated October 8, 2008 you stated: Your proposal is based on the PEL of the products assuming that the products are always in concealed containers. My proposal is based on the IFC, Chapter 27, Section 2704.3 which states: 2704.3 Ventilation. Indoor storage areas and storage buildings shall be provided with mechanical exhaust ventilation or natural ventilation where natural ventilation can be shown to be acceptable for the materials as stored. Page 4 October 20, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline The Permissible Exposure Limit (PEL) is the current legal standard of performance. The Occupational Safety and Health Administration (OSHA) and Washington State Department of Labor and Industry (L & I) have determined and codified the maximum amount of vapor that can occur in the workplace. OSHA's list of individual PELs can be found in 29 CFR 1910 and L & I's list of additional items or items with more stringent PELs are found in the Washington Administrative Code (WAC) 296 -841. The crux of our proposal is that when the federal and state standards of performance are considered, under the condition of natural ventilation, natural ventilation is an acceptable performance standard. There is no comparison of PELs and LELs as they are several orders of magnitude apart. For example, Ethyl Benzene is one of the Volatile Organic Compound (VOC) solvents in the proposed paints to be stored. Ethyl Benzene LEL: 10,000 ppm Ethyl Benzene OSHA PEL: 100 ppm Ethyl Benzene L & I PEL: 100 ppm The LEL is 100 times higher than the federal /state PELs. In your Building Division Review Memo dated October 8, 2008 you state: Under section 502.8.1 of the IMC Code and Commentary, ventilation is required to maintain the level of vapors below the LFL or the PEL. The International Mechanical Code (IMC), Chapter 5, Section 502.8.1 states: 502.8.1 Storage in excess of the maximum allowable quantities. [F] Indoor storage areas and storage buildings for hazardous materials in amounts exceeding the maximum allowable quantity per control area shall be provided with mechanical exhaust ventilation or natural ventilation where natural ventilation can be shown to be acceptable for the materials as stored. Which is the same requirement discussed above in the IFC, Chapter 27, Section 2704.3. Both codes are saying the same thing and not in conflict with each other. In your Building Division Review Memo dated October 8, 2008 you state: Section 502.9.5.2 Storage rooms and warehouse, also in the code and commentary to the IMC, discusses some fundamental problems with natural ventilation such as control and its dependency on wind and temperature. The lack of cross ventilation would also limit natural ventilation as a viable option. Page 5 October 20, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline The IMC, Chapter 5, Section 502.9.5.2 states: 502.9.5.2 Storage rooms and warehouses. [F] Liquid storage rooms and liquid storage warehouses for quantities of liquids exceeding those specified in the International Fire Code shall be ventilated in accordance with Section 502.8.1. In your Building Division Review Memo dated October 8, 2008 you state: The code commentary (502.9.5.2 Storage rooms and warehouses) states that mechanical ventilation should be used whenever there are extensive indoor operations involving flammable and combustible liquids. The IMC, Commentary Note for Section 502.9.5.2 states: • Ventilation to eliminate flammable vapors may be either natural or mechanical. Although natural ventilation, which depends on many conditions including temperature and wind, has the advantage of not being dependent on either manual starting or power supply, it is not as easily controlled as mechanical ventilation. Mechanical ventilation should be used whenever there are extensive indoor operations involving flammable and combustible liquids. In your Building Division Review Memo dated October 8, 2008 you state: Our concern is what happens in the case of an accident or leak that may happen when the space is unoccupied and no one is available to open the natural ventilation openings. My interpretation of this last comment (above) is that this is the crux of your concern in allowing the petitioner to follow the IMC, Chapter 5, Section 502.8.1 and the IFC, Chapter 27, Section 2704.3 with respect to natural ventilation. Page 6 October 20, 2008 RE: Building Division Review Memo Dated October 8, 2008 - Carboline The City could approve the petitioner's plans if the following conditions were met. 1. The required amount of openable area for Natural Ventilation is met in accordance with IMC, Chapter 4, Section 402.2 or 4 percent. 402.2 Ventilation area required. The minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated. 2. With the use of natural ventilation, the amount of flammable vapor is measured to be less than the WAC and OSHA PEL standards and as such less than 10 %, of the LEL. Which essentially shows there is no flammable vapors or vapor build up coming from the storage of flammable liquids. 3. With the use of natural ventilation, the petitioner also installs a combustible gas alarm that signals the fire alarm system when an upset condition occurs (e.g. accident or leak). This system will be monitored 24 hours in accordance with the existing fire alarm standards. 4. The petitioner agrees to install a mechanical exhaust ventilation system in accordance with the IMC, Chapter 5, Section 502.8.1.1 and the IFC, Chapter 27, Section 2704.3.1 should the use of their occupancy change from flammable liquid storage to a Use -Open system. Approval of the petitioner's plan in this way will allow the uniform application of the code to this business as the City has approved for other businesses storing thousands of gallons of flammable liquids without providing mechanical exhaust systems at 1 cubic foot per minute per square foot area (i.e. Lowes and Home Depot). Not to allow the ICC's standard for natural ventilation by fiat, is an amendment to the code that sets the bar so high so as to prohibit compliance any time flammable liquids are stored, since all storage operations could sustain a leak or spill and change the condition from storage to Use - Open (which the code does not recognize). Please feel free to call me anytime should you have questions or concerns. Sincerely yours, MORSE ENVIRONMENTAL, INC. Chadrick Morse Principal Chemist Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 Office: 253.887.1550 Fax: 253.887.1449 chadmorse @morseenvironmental.com Morse Environmental Letter of Transmittal To: Dave Larson Senior Plans Examiner Tukwila Building Division Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 I Date: 10/21/08 RE: Building Division Review Memo Dated October 8, 2008 - Carboline Reci . ient Fax No. No. of Pa:es 7 Pares Includin: Cover Pa_e Message Enclosures Delivery Information :Wand Delivered I ❑Telephone I ❑ Facsimile Notes of Delivery: Cc.: Robert Kroese, PKJB, Scott Brennan, Carboline Company ® E- Mailed Plans RF E RFP E Budget [_ Budget Status ❑ Meetin: A .enda E Minutes FYI Action Request Specifications Scope of Work Laboratory Results E Soil Results U FYU Copy Contract [Purchase Order Emission Results ❑ Report Record E Proposal ❑ Schedule /1 Letter E FYA E SOQ ❑ Status ❑ Invoice E Info. Requested Morse Environmental, Inc. 1402 Auburn Way N, #211 PO Box 1557 Auburn, Washington 98002 Office: 253.887.1550 Fax: 253.887.1449 chadmorse @morseenvironmental.com Morse Environmental Letter of Transmittal To: Dave Larson Senior Plans Examiner Tukwila Building Division Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 I Date: 10/21/08 RE: Building Division Review Memo Dated October 8, 2008 - Carboline Reci . ient Fax No. No. of Pa:es 7 Pares Includin: Cover Pa_e Message Enclosures Delivery Information :Wand Delivered I ❑Telephone I ❑ Facsimile Notes of Delivery: Cc.: Robert Kroese, PKJB, Scott Brennan, Carboline Company ® E- Mailed 01 -02 -2009 BOB KROESE 119 S MAIN ST, STE 410 SEATTLE WA 98104 RE: Permit Application No. D08 -401 12117 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 08/12/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 02/08/2009 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 02/08/2009. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will 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, r Marshall P Technician xc: Permit File No. D08 -401 r City .fTu • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 -431 -3670 0 Fax: 206 - 431 -3665 November 26, 2008 Mr. Dave Larson City of Tukwila, Washington Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Dear Mr. Larson: P k re: Correction Letter No. 2 Development Application Number D08 -401 Carboline —12117 East Marginal Way S 1 architecture + engineering crry NOV 2 61008 PERMIT CENTER CORRECTION I_TR# Per the meeting with Morse Environmental, Inc., the property owner, and the City of Tukwila Building and Fire Departments we are submitting the following revisions for your review and approval in accordance to the meeting discussions. 1. Ventilation: In the meeting there was discussion of adding a louver on the north wall of the warehouse. PKJB has discussed several options for venting with the building owner and tenant and propose the following alternate solution for review. We understand this proposal still requires the review and acceptance of a fire protection engineer, which is forthcoming. In lieu of the discussed louver installation in the north fire wall of the building, we propose utilizing the existing smoke vents (skylights) to provide ventilation. The proposed system operates as follows: a. The existing UL fusible link of the smoke vent is removed and a Thermal Electric Resettable Bi -Metal Fire Link is installed on the two indicated smoke vents (see floor plans and ceiling plan). We have attached a product sheet from PHL- Links, LLC for your review. The fire link is to be connected to the fire alarm system that also is connected to a combustible vapor detector. In the event of an upset condition the alarm is triggered and the smoke vent is automatically released. Delay and reset information is contained in the product sheet. The venting area of the smoke vents is 32 sf each, with a total of 64 sf of venting provided. We have selected two skylights that are diagonally across the area used for combustible storage. 2. A fire protection engineer will review the applicant's design proposal and will provide a letter of acceptability to the City of Tukwila Building Department as requested (under separate cover). PC1 4 for 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 ® 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 8150 w` w L y Thank you again for meeting with the project team. If there are any questions or concerns with any of the submitted revisions please contact our office at your earliest convenience. Best Regards, • 3. PKJB has attached a copy of the Sprinkler System Hydraulic Analysis prepared in March of 2008 for your review. The analysis was prepared by Steven L. Mitchel of the McKinstry Co. (206.832.8182 direct, 206.255.7881 cell, stevenm(&,,mckinstry.com. Based on water flow data taken on site from the existing fire hydrants, the existing system without modification is capable of delivering 0.56 gpm over 2000 sq.ft. (see attached hydraulic sheets). 4. The floor plan has been revised to show a chain link fence at the back right corner transformer with a sign prohibiting combustible storage within twenty feet. 5. Fire alarm pull stations have been added to the exit doors and at the top of the mezzanine stairs. See floor plans. 6. PKJB has verified that the office HVAC system venting and make up air are connected to the exterior and are not into the warehouse. We have added this note to the cover sheet SD -1, with a provision that this condition also be verified by the contractor. 7. Building address: The Carboline tenant space is currently addressed at 12125 East Marginal Way South. We have used this address on our documents and removed the 12117 address listed on our prior submittal. We understand that the City of Tukwila may require an address change for the subject tenant space. bert Kroese Principal Architect 119 South Main Street, Suite 410 Seattle, WA 98104 p 206 624 3210 f 206 624 3243 o 112 Olds Station Road, Suite 8 Wenatchee, WA 98801 p 509 664 5181 f 509 665 87S0 1 October 9, 2008 Bob Kroese 119 South Main Street, Suite 410 Seattle, WA 98104 RE: CORRECTION LETTER #1 Development Application Number D08 -401 Carboline —12117 East Marginal Way S Dear Mr. Kroese: 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, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 - 431 -3678 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 four (4) complete 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, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -401 City of Tukwila Ar4.- P:\Pennit Cen ter \Correction Letters\2008\D08 -401 Correction Ltr # I.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • Date: October 8, 2008 Project Name: Carboline Permit #: D08 -401 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Sen Plan I 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 exiting plan provided does not meet the intent of the code for two separate and distinct paths of travel to two separate exits. Both paths from the rear of the space travel in the same direction towards the front and narrow to within 26 feet of each other just before reaching the exterior exit. The intent of the code is to provide a second exit if one becomes unusable. As proposed, both exits could be easily blocked by the same hazard. Please revise the exiting plan to meet the intent of the code. 2. Your proposal for providing natural ventilation to a storage facility storing flammable liquids to meet the ventilation requirements of the Fire, Building and Mechanical codes does not clearly justify our approval. Your proposal is based on the PEL of the products assuming that the products are always in concealed containers. We do not take exception to this fact as related to occupant environment safety. Under section 502.8.1 of the IMC Code and Commentary, ventilation is required to maintain the level of vapors below the LFL or the PEL. Our concern is what happens in the case of an accident or leak that may happen when the space is unoccupied and no one is available to open the natural ventilation openings. Section 502.9.5.2 Storage rooms and warehouses, also in the code and commentary to the IMC, discusses some fundamental problems with natural ventilation such as control and its dependency on wind and temperature. The lack of cross ventilation would also limit natural ventilation as a viable option. Would released vapors be heavier or lighter than air? A mechanical system could be designed to accommodate either scenario. The code commentary (502.9.5.2 Storage rooms and warehouses) states that mechanical ventilation should be used whenever there are extensive indoor operations involving flammable and combustible liquids. The code also requires secondary containment in the case of a spill which would add credit to the idea that the ventilation system should be designed to control the buildup of vapors in the case of a spill as well. The seven conditions needed to provide a code complying mechanical ventilation system under 502.8.1.1 IMC would provide a means of dealing with accidents or spills that can not be assured with the use of a natural ventilation system. Please provide a mechanical ventilation system or a rebuttal to these comments based on code, code commentary or other resources. • 3. A note on sheet SD -1 under lighting notes refers to reflected ceiling plans for egress path lighting and lighted exit signage. I could not find this plan. Please provide this plan showing location of emergency lighting and exit signage. Please note that an emergency light is required outside each exit. 4. Please provide a summary of required special inspections. 5. Please provide the listing and assembly description for the fire rated wall assemblies used and also note that the landing at the top of the stairs from the warehouse to the mezzanine will need to be a rated floor assembly and should be detailed as well. 6. Please provide the MSDS for the products to be warehoused. Are any of the products to be stored considered toxic or explosive in a released state? The building may need seismic upgrades per section 3406.4 IBC and other mechanical code requirements may apply as well. 7. Please address section 3409.4 IBC for accessibility issues related to existing buildings and where a change of use occurs. The six specific items should be shown on the plans or otherwise addressed. 8. The technical report provided by Morse Environmental, Inc. contains calculations to show that the change of use does not make the building non - compliant for allowable size. It appears that the calculations were based on the west portion of the entire building. A property line divides the building approximately in half, not including the canopy area. There appears to be a firewall (area separation wall) along this property line. The actual area used for each occupancy appears to only include the area west of this property line. The equation for area increase due to frontage appears to have some flaws. This equation shows 780 ft. as the perimeter of the entire building. I scale it out at closer to 600ft.. The perimeter that fronts on open space is shown as 390ft.. I only see one side meeting the open space requirements. It is 200ft. Based on these observations the equation should be Area increase due to frontage= 100[200/600 - .25] x 1 =8 %. This calculation would be appropriate if the wall aligned on the property line dividing the building is a true firewall (area separation wall) with no openings. Please confirm that this is the case. If not, provide a new calculation for allowable area increases based on the whole building including the area of the canopy on the front of the building. If the wall in question does not meet the definition of firewall per code, the two lots involved with this building may need to be consolidated. Any information as to why this building spans two lots and how it became this way would be helpful. Revise the allowable area calculations based on either the whole building or the portion west of the firewall. Again, confirm that the wall aligned with the property line dividing the building in two meets the current code criteria for separating one building into two and that it has no openings or that it is not a true firewall. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. C August 19, 2008 Bob Kroese 119 South Main Street, Suite 410 Seattle, WA 98104 Cizy of Tukwila Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application DO8 -401 Carboline — 12117 East Marginal Way S Dear Mr. Kroese: Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, rshall Pb>dnit ec nician Enclosures File: D08 -401 P:\Permit Center\Incomplete Letters\2008\D08 -401 Incomplete Ur #1.DOC jem Jim Haggerton, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 12, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 -433 -7163 if you have any questions concerning the following: 1. Complete the energy code compliance forms. Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the attached comments. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: August 18, 2008 to • PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Carboline Tenant Improvement 12117 East Marginal Way S PERMIT NO: D08 - 401 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Due occupancy change please have the property owner fill out the attached: a) Non - Residential Sewer Use Certificate form. Please list only new plumbing fixture units and not the ones that will be replaced in like kind. b) Business Declaration form. c) Traffic Concurrency Certificate Application. Please state for how long Carboline's tenant space was vacant. Application fee will be determined at a later date. ACTIVITY NUMBER: D08 -401 DATE: 03 -31 -09 PROJECT NAME: CARBOLINE SITE ADDRESS: 12117 EAST MARGINAL WAY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 11/ Dt to7I Building ivisior Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire LI Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP NA- 14 . ire Prev ntion �[ Structural Structural Review Required No further Review Required Approved with Conditions Incomplete Not Applicable n LETTER OF COMPLETENESS MAILED: DATE: DATE: ciY) P(k g�c10i Planning Division Permit Coordinator DUE DATE: 04 -02 -09 Not Approved (attach comments) DUE DATE: 04 -30 -09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -401 DATE: 10 -24 -08 PROJECT NAME: CARBOLINE SITE ADDRESS: 12117 EAST MARGINAL WAY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: � Bu ld n i g ivisi n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -08 Complete *EMIT COORD COPY PLAN REVIEW/ROUTING SLIP C Fire Prevention Structural Incomplete Comments: Permit Center Use Only.: .. t . r�,.4:r••. . • : S) . A ,,.v INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R J TING: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved C Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Documents/routing slip.doc 2 -28-02 II Planning Division Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Permit Coordinator Not Applicable DUE DATE: 11 -25 -08 C Not Approved (attach comments) n ACTIVITY NUMBER: D08 -401 DATE: 09 -03 -08 PROJECT NAME: CARBOLINE SITE ADDRESS: 12117 EAST MARGINAL WY S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ing i ✓i to Public Wo ks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 'EMIT COORD COPY • PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 09-04-08 Not Applicable DUE DATE: 10 -02 -08 Not Approved (attach comments) IV Permit Center Use Only CORRECTION LETTER MAILED: V C Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials(] Documents/routing slip.doc 2 -28 -02 DEPARTMEN S: ui din • "Division otb Pu lic orks Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -401 DATE: 08 -12 -08 PROJECT NAME: CARBOLINE SITE ADDRESS: 12117 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued rJ i"v Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thur Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: V I ' 1 ' U LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ►= Fire ❑ Ping ❑ PW Staff Initials: ir n DUE DATE: 08-14-08 Not Applicable I I ❑ Structural Review Required ❑ No further Review Required DATE: DUE DATE: 09-1 1-08 Approved ❑ Approved with Conditions I Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: s Planning Division Alk 141 Permit Coordinator Permit Center Use.Only ' • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS (Me .e�- �,,,� s " 1( ISSUED 60 4,,,, DATE if\ o 2 r. �° STA* INIT S X15 P- ( l N ettk.R-` pfmrq �4- S ummary of Revision: �' (v` a1� prof er t t vn0 LA Received by: Received by:J�D„ r (J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: 0.,014 \ n P. SITE ADDRESS: 1,)-11 l REVISION LOG • PERMIT NO: )O 8— )--( O ORIGINAL ISSUE DATE: , a-� -p q (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or ' lans Examiner Project Name: Project Address: Contact Person: (> (t or r- Summary of Revision: City of Tukwila \applications\fonms- applications on line\revision submittal Created: 8 -13 -2004 • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ht : / /www.ci.tukwila.wa.us Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director o Phone Number_ 8 " RECEIVED /,OF TUKWILA MAR 31 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of re is n Received at the City of Tukwila Permit Center by: Z--Entered in Permits Plus on 3 ( '0 Date: //' Z4 • O8 0 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: hup://www.ci.tulavilawa.us REVISION SUF Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ 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: CARBOLINE Project Address: 12117 East Marginal Way S Contact Person: Bob Kroese Phone Number: �0� 6 / , 3 Z 1 0 Summary of Revision: 04641 \applications\fonns- applications on line \revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: DO8-401 ^ ALA Nov 2 61008 t4EAMIT cavre.A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ; j Entered in Permits Plus on I I !-T&, [17'1) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 0 AM ❑ Response to Incomplete Letter # Response to Correction Letter it 1 El Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CARBOLINE Project Address: 1. 21.17 East Marginal Way S Contact Person: Bob Kroese Summary of Revision: 2. V < lleicLw't ion -Cl) r a,\ VP/1k►ldtV1 v n PrusAckit Gt. )le4V%) I-'SDs shoe+ a te- u- 14C4ICc FTt,tol113 rkcjee IV+l'► lleamS fix 14 r ►1��t� ; t � �,4 cicn sci wn y t15 in the a Iko�u1d e t e . r, c cA� rev't1 � + .re � Pecse• s�ajY�P. r�1 c 9d revision IP 1- � 4, rW'ertA; Sheet Number(s): St)-1 S[�- -� I AA, 0 , M . � �y. Q / Sl , Cs "Cloud" or highlight all areas of revision including date of revisro Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • 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.ci.tukwila.wa.us , EVISIO11 S Plan Check/Permit Number: DO8-401 C Phone Number: RECEIVED CITVAF TUKWILA OCT 24 200a PeRMIT CENTER Date: 9-s--0 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.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D08 -401 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Carboline i2-1 1 E14T a T.�4 -tG7 LA (1 HT' 14 ( Jim Haggerton, Mayor Jack Pace, Director Project Address: 12117 East Marginal Wy S Contact Person: V... S Phone Number: 2.01;,, Summary of Revision: ) feu---- -C,At r,, it e,\ °L WI S i L plc TTCNT , s►,.l,z 1� t4I Tto4 1zl 'r-1 ►1�► , O C n f isA -- L C. .AC.A2z_i L.P<TE Ptl- 1C Prtt�+ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on i •-3'0 LS \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: RECEIVED CITY OF TUKWItA SEP 0 3 2000 PERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Non-Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address 1211q Z 1 14ANN' SouT4 1.4k 4'216 City, State, ZIP Owner's Phone Number ( Owner's Mailing Address (if different from above) 1102.5 SE (oOffi 1 3 t a L e / u ) 1 1 % ct VA G A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units (-14° f R•terc,V � Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE For 'King County use kAecount # - , Monthly Rate Six Month Due (Rev. 1/03) White - King County o I INCOMPLET. LTR# Property Tax ID # 10230 i-f � ( 0({ I Party to be Billed (if different from owner) .('.4k %c u t t Party's Mailing Address: tk111.3 . Sw r � JKI�Ct -4 14-01/41 L - n- oLrsrga Act_ C_.toUq--T 9r 111, >,S h G,31 �I 1 7.)Yac-t l,t_tsk Nc Side Sewer Permit # 14/k City or Sewer District Date of Connection or Property Contact Phone # ( (ot- ) 91t - g234 e Demolition of pre- existing building? ❑ Yes No Type of building demolished "tt\ Sewer disconnect date 14-11, B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE King County Date ( // / 5 / Yellow - Local Sewer Yellow - Local Sewer Agerky Pink - Sewer Customer Department of Natural Resources and Parks r tOiOI RECEWED RCE SEP03 4111 ; I certify that the information given is correcrgiMiTsgP that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative posh a_!' .S . ®,2021, Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 DEVELOPERS SURETY a INDEM CO 899866CO5/01/2004 BLINCOE, JOHN T Until Cancelled 01/01/1980 11/17/2003 $12,000.0005/03 /2004 2 AMERICAN ASSURANCE URANCE CO 2 26180 01 /01 /2001 Cancelled 05/12/2004 SPERRY, SUSAN G $12,000.00 07/23 /2001 1 INS CO OF THE WEST 1717494 01/01/2000 Until Cancelled 01/15/2001 $6,000.00 12/18/2000 Name Role Effective Date Expiration Date VWS US CORP PARTNER /MEMBER 11/17/2003 INC SEATTLE CONST SERVICES PARTNER /MEMBER 11/17/2003 BLINCOE, JOHN T PARTNER /MEMBER 01/01/1980 11/17/2003 POWER, ROBERT W PARTNER /MEMBER 01/01/1980 11/17/2003 HOWIE JR, ROBERT A PARTNER /MEMBER 01/01/1980 11/17/2003 SPERRY, SUSAN G PARTNER /MEMBER 01/01/1980 11/17/2003 HOLZADFEL, GEORGE PARTNER /MEMBER 01/01/1980 11 /17/2003 Untitled Page General /Specialty Contractor A business registered as a construction contractor with lid 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 SEA CON LLC UBI No. 601999210 Phone 4258379720 Status ACTIVE Address 165 NE JUNIPER ST STE License No. SEACOL*012R7 100 Suite /Apt. License Type CONSTRUCTION CONTRACTOR City ISSAQUAH Effective Date 12/27/1999 State WA Expiration Date 8/1/2010 Zip 98027 Suspend Date County KING Previous License SEATTC511ONG Business Type LIMITED LIABILITY Next License COMPANY Parent Company Business Owner Information Bond Information Associated License Specialty 1 GENERAL Specialty 2 UNUSED Page 1 of 2 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= SEACOL *012R7 01/22/2009 CARBOL INE TENANT IMPROVEMENT 10,055 SF TYPE III -B CONSTRUCTION H -3, B OCCUPANCY 1 ,ldONVO 1V134 )NIISIX3 EXISTING 3 -HOUR WALL TO REMAIN. FIRE RATING REDUCED TO I -HR AND PARAPET PER BUILDING PERMIT V08 -401 NOT REQUIRED. EXISTING BUILDING EXISTING 30' MIN. HEIGHT PARAPET 0 FIRE SEPARATION WALL TO REMAIN , , , EXISTING BUILDING OPENING TO FILLED IN 1 1 ' EXISTING BE WITH STEEL STUDS AND TYPE 'X' GWB. PER DETAIL 2 /SD -1. 1i © '1 L 0 e ; O ' e ROLL -UP DOOR JAMB 3' =1' -0' CO Cel ■ ■ EXISTING CONC. TILT -UP WALL. REMOVE EXISTING STUD WALL INFILL. GUIDE ASSEMBLY BY DOOR MANUF. ROLL -UP DOOR, PAINT. 202' +/- APN 1023049041 202' +/- APN 1023049014 GA WP2922: BASE LAYER: 1/2' GOLD BOND BRAND FIRE- GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLI STEEL STUDS 24' OC WITH I' TYPES DRYWALL SCREWS 12' OPPOSITE SIDES. SECOND LAYER 1/2' GOLD BOND BRAN TYPE 'X' GYPSUM WALL BOARD OR GYPSUM VENEER BA SIDE WITH 11' TYPE 5 DRYWALL SCREWS 30' OC. AND I' T FROM VERTICAL JOINTS. VERTICAL JOINTS LOCATED S' F ON OPPOSITE SIDES. FACE LAYER: /2' GOLD BAND B TYF'E 'X' GYPSUM WALL BOARD OR GYP$tri"VENEER BA SID',-- WITH 2 1/4' TYPE S DRYWALL SCI4WS 12' OC. AND I' STUDS 1 1/2' ABOVE AND BELOW HORI4ONTAL JOINTS. COI LAYER JO INTS. I TEMPORARY3-HR WALL I' NMI ADJACENT PARCEL (NOT A PART) EXISTING 6' CONCRETELL XDNI POWER DRIVEN HILTI FASTENER * 24' OC EMBED 1 -1/2' MTL. STUDS AND GM PER GA FILE NOTES ABOVE, TYP. XDNI POWER DRIVEN HILTI FASTENER * 24' OC EMBED 1 -1/2' TYP. TOP AND BOTTOM. EXIST. CONC FLOOR HIELD C SHEETROCK TYPE 'X' PARS LLEL TO EACH SIDE OF 11' . JOI dTS STAGGERED 24' ON FIRE -S -HELD C SHEETROCK APPLED PARALLEL TO EACH PE G SCREWS 12' OC AND I' STUD 5 AND STAGGERED 24' D FIRE SHIELD C SHEETROCK APPLED PARALLEL TO EACH YPE G SCREWS MIDWAY BETWEEN S OFFSET 24' FROM SECOND ALTERNATE WALL CONSTRUCTION ADJACENT PARCEL (NOT A PART) GA UJP2930: BASE LAYER: ' SHEETROCK ULTRA CODE TYPE 'X' GYPSUM WALL BOARD APPLIED PARALLEL TO EACH SIDE OF I ' STEEL STUDS '4' OC U ITH 14. TYPE 6 DRYWALL SCREWS 24' OC. FACE LAYER: ' SHEETROCK ULTRA CO )E TYPE 'X' GYPSUM WALL BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO E 4CH SIG E WITH 24' LONG TYPE 6 DRYWALL SCREWS AT 12' OC AND 1i' TYPE G SCREWS MIE WAY BETWEEN STUDS ALONG HORIZONTAL JOINTS. JOINTS STAGGERED 24' EACH LAYER AND SIDE. APN 1023049059 FIRE WALL IN -FILL RE INSTALLATION OF N 'ROLL -UP DOOR ASSE CONTROLLED BY A 'U FIRE AND SMOKE DET EXIST. CONC FLOOR XDNI POWER DRIVEN HILTI FASTENER 9 24' OC EMBED I -1 II' 20 GA. MTL. STUDS 6 16' 0 W/ TWO (2) LAYERS OF 3/4' GWB1 A. SIDE TAPE EACH LAYER l � FRED UNTIL HOUR RATED BLY. DOOR TO BE ' FUSIBLE LINK II/TH icT ION. XDNI POWER DRIVEN HILTI FASTENER * 24' OC EMBER 1 -1/2` 12'H.MAX. 20 G, STUDS + UL NO. U435 GA FILE NO. UJP2930 fr AERIAL PHOTO 1' =1' -0' ,. \ SCALE: NO - 5CA E ---- 1_1L-2, t o___L ' pie Aae_-_____Iot' I L 4e iv , \ rgjetA ill de, =(//c a4,, i c.6f led 4 6� -zc e- �t4'safc2- s 1 / S 2__ L >i 4 z= 5- -,___.aa_ .6 4,` �:-e 1/ Off - r Fes' S hzr// } 'A Z:k2_5 /--.Af A L/ 5- ./ ,7 TEMPORARY 3 -HR WALL EXISTING PROPERTY LINE TO REMAIN APN 1023049013 ADJACENT PARCEL (NOT A PART) [PN 1023049015 SITE AND BUILDING PLAN SCALE: 20 0' . . .. .. i . f .. .. ! . . .. VICINITY MAP SCALE: NO SCALE By Date: City Of TUk Vila BUILDING DIV. SION .. .. .. ! . . REVISIONS No changes shall be mad to the scope of work without prior aK. royal of Tukwila Building Div, ion. I NOTE: Revisions will require a new plan submittal nd may include additional plan view fees. Fl LE COPY Permit No.,t Plan review approval Is subJ to errors and omissions. Approval of construction doci ments does not authorize the violation of any ad ted c de or o finance. Receipt of approved Fiel d r- + y and acknowledged: 1 S ON NOJ bo CP REVIEWED R CODE COMPLIANCE APPROVED APR 0 9 2009 1 City of Tukwila EuiL iNp DIVISION RECEIVED MAR .312009 PERMIT GENTEE CO D rn 0 I 0 ro I w a z 0 co 0 LL 0 H F- CO N rn 0 I 0 ro I (I) z 0 H 0 w D- 0 0 H z W 0 w 0 z 0 J 5 CO 5719 z 0 H 0 w D- 0 0 H z W 0 w 0 0 z 0 J 5 m 4 z 0 0 w D- 0 0 H z W H 0 w a z a J 5 co ARCHITECTURAL GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 REGISTERED ARCHITECT ROBERT A. KROESE STATE OF WASHINGTON DRAWN RAK CHECKED RAK DATE 3/31/2009 SCALE AS NOTED JOB NO. 08026.01 FILE: z 0 z 0 () w D! SD -1 z 0 w z 0 w a CONSTRUCTION DRAWINGS GENERAL NOTES THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE J08 SITE, SECTION 106.62 4 SECTION 106.1 OF THE IBC. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF IBC. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALLS, CEILINGS AND FLOORS (IF REQUIRED). PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD PUNCTURE PLUMBING AND WIRING. MAINTAIN 3' MIN. CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION. ALL WOOD COMING IN CONTACT W/ CONC. SHALL BE PRESSURE TREATED (DECAY RESISTANT). CONTRACTOR DESIGNED ELECTRICAL. SUBMIT TO APPROPRIATE AUTHORITY FOR PERMIT. CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BUILDING DEPARTMENT FOR PERMIT. PROFESSIONAL STAMP REQUIRED / OR APPROVED BY ARCHITECT OF RECORD AS SHOP DWGS. SERVICE WATER PIPES TO SE INSULATED TO MIN. R:$ IN UNHEATED SPACES. METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. BATT INSULATION SHALL HAVE ALL TEARS AND JOINTS SEALED WITH TAPE. WALLS TO BE FIRE STOPPED PER IBC SECTION 108. ANY LIGHT WITHIN 15' -0' OF A WINDOW MUST BE SWITCHED SEPARATELY PER WSEC. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERROR OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. TYPICAL DETAILS OR BUILDING STANDARD SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS ELEVATIONS, SECTIONS AND DETAILS. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. WORK RELATED TO THIS PROJECT REQUIRING COORDINATION SHALL BE INCLUDED IN THIS PROJECT BY THE GENERAL CONTRACTOR FOR BIDDING AND CONTRACTUAL AGREEMENT. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA 4 10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXIT WAYS. DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQ'D. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIRE STOPPED PER IBC SECTION 108. COORDINATE WITH OWNER FOR LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING. EXPOSED INSULATION MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THE 25 AND A SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450 AS PER BBC 1193 VICINITY MAP NO SCALE PROJECT SCOPE TENANT IMPROVEMENT TO CONVERT AN EXISTING 10,058 SF WAREHOUSE SPACE INTO AN H -3 OCCUPANCY. IMPROVEMENTS INCLUDE NEW CONTAINMENT CURB, NEW ONE HOUR WALL BETWEEN H -3 OCCUPANCY AND MEZZANINE, AND INFILLING AN EXISTING OPENING BETWEEN TENANTS LEGAL DESCRIPTION LOT A OF CITY OF TUKWILA SHORT PLAT NO L 92 -0102 RECORDING NO 9303291349 AND RE- RECORDING NO 9305111854 SAID SHORT PLAT DAF - POR OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 - BEGIN NW COR OF SW 1/4 OF SECTION 10 -23 -04 TH $ 2935 FT TO S MGN OF EASEMENT RECORDED IN VOL 590 PAGE 411 TH E ALONG S MGN 820 FT TH 5 421.15 FT S MGN 82O FT TH $ 421.15 FT TO WLY MGN OF PACIFIC HIGHWAY TH S 13 -05 -00 E 90.53 FT M/L TO ELY BDRY OF GOV LOT 15 TH S 00 -04 -103 E 280.15 FT M/L TO NLY !DRY OF PLAT OF RIVERSIDE INTERURBAN TRACTS TH WLY ALONG SAID S MGN 495.65 FT M/L TO A LINE PLT 4 820 FT FROM W BDRY OF SECTION 10TH N ALONG SAID PLL LINE 316.01 FT TO POE3 SITE AND BUILDING INFO. BUILDING OWNER: TAX PARCEL NO. PROJECT ADDRESS: GOVERNING BUILDING CODE: GOVERNING ZONING CODE: SITE STATISTICS ZONE: PROPOSED LOT COVERAGE: °' DING STATISTICS CONSTRUCTION TYPE: OCCUPANCY TYPE: OVERALL BUILDING AREAS: 2006 IBC TOTAL TENANT AREA OFFICE AREA: FIRST FLOOR: MEZZANINE: STORAGE AREA: WAREHOUSE: MEZZANINE: TRAVERSO PROPERTIES, LLC 11025 SE 60TH BELLEVUE, WA 98006 1023049041 12125 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98168 2006 IBC W/ WASHINGTON STATE AMENDMENTS CITY OF TUKWILA ZONING CODE MICH (NO CHANGE) TYPE III-5 SPRINKLERED GROUP B (BUSINESS) GROUP H -3 (HAZARDOUS) GROUP S -I (STORAGE) 10 SF 1225 SF 896 SF 329 SF 9,132 SF 9,162 SF 510 SF PARKING CALCULATIONS PARKING REQUIRED: WAREHOUSE AREA = 9,132/I000 = OFFICE AREA 1225/1000'3 = TOTAL PROVIDED = REQUIRED PLUMBING FIXTURES: FROM TABLE 2902.1 2006 IBC 5 STALLS 4 STALLS PLUMBING FIXTURES OFFICES = 1225 SF 200 5F / OCCUPANT = 6.125 STORAGE = 510 SF 9 5,000 SF / OCCUPANT = .114 HAZARDOUS = 9462 SF Q 2,000 SF / OCCUPANT = 4.581 TOTAL OCCUPANT LOAD = 11 REQUIRED: 6 M 6 F ILAV ILAV IWC IWC PROVIDED: I LAY I LAV IWC IWC 12 STALLS (I HANDICAPPED) TOTAL FIXTURES REQ'D (BASED ON OFFICE AS WORST CASE) • ar 11n c o Protective Coatings and Linings ENERGY CODE REQ. LIGHTING NOTES GOVERNING ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE PATH CLIMATE ZONE 1 BUILDING SPACE TYPE HEAT IS 'OTHER' (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. NO NEW CHANGES REQUIRED INSULATION VALUES FOR CONDITIONED SPACES: BUILDING ROOF (NO ATTIC) BUILDING ROOF OVER ATTIC OPAQUE WALLS OPAQUE DOORS VERTICAL GLAZING H OCCUPANCY NOTES SEE ATTACHED TECHNICAL REPORT PROVIDED BY MORSE ENVIRONMENTAL OCCUPANT LOADS PER TABLE 1004.12 '2006 INTERNATIONAL BUILDING CODE' FIRST FLOOR: 1.1. FLAMMABLE LIQUIDS STORAGE: 9,162 SF (H) 9 50Q) SF / OCCUPANT OCCUPANT LOAD = 18 2. BUSINESS (SUPPORT OFFICES) 896 SF * 130, / OCCUPANT OCCUPANT LOAD = 1 FIRST FLOOR OL = MEZZANINE: 1. BUSINESS (SUPPORT OFFICE) 2. STORAGE AREA MEZZANINE OL = TOTAL OCCUPANT LOAD • 33 R -21 R -30 R -19 U -.60 U -.55 25 329 SF g 130: SF / OCCUPANT OCCUPANT LOAD : 3 510 SF 300 SF / OCCUPANT OCCUPANT LOAD = 2 5 SEPARATE PERMIT REQUIRED FOR: wtebtianicai G�JEIectrical 1l s Ll, Plumbing lY Gas Piping City of Tukwila BLI1LDING DIVISION MEANS OF ICASENVILIMILA1121 UNDER NORMAL POWER, THE ILLUMINATION LEVEL SHALL BE NOT LESS THAN I FOOT - CANDLE AT EVERY POINT IN THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AT THE RATE OF .1 WATT OF FLOURESCENT ILLUMINATION PER SQUARE FOOT OF AREA. PROVIDE EGRESS PATH LIGHTING W/ ILLUMINATED EGRESS SIGNS AND BATTERY BACKUP POWER PER SBC SECTION 1006.1. SEE FLOOR PLAN FOR LOCATIONS. AREA SEPARATION CALLS JBC CHAPTER 5. GENERAL BUILDING HEIGHTS AND AREAS 503.1 GENERAL. THE HEIGHT AND AREA FOR BUILDINGS SHALL BE GOVERNED BY THE INTENDED USE OF THE BUILDING AND SHALL NOT EXCEED THE LIMITS IN TABLE 503 EXCEPT AS MODIFIED HEREIN. TABLE 503 GROUP S -I GROUP B GROUP H -3 TYPE III-13 26,000 SF MAX AREA, I STORY ALLOWED TYPE III-13 23,000 SF MAX AREA, 2 STORIES ALLOWED TYPE III -B 13,000 SF MAX AREA, I STORY ALLOWED CLASSIFY BUILDING AS H -3 OCCUPANCY (MOST RESTRICTIVE) ACCESSIBILITY PER SECTION 34034 OF THE IBC EXISTING BUILDINGS, OR PORTIONS THEREOF, THAT UNDERGO A CHANGE OF GROUP OR OCCUPANCY SHALL HAVE ALL OF THE FOLLOWING ACCESSIBLE FEATURES: 1: AT LEAST ONE ACCESSIBLE BUILDING ENTRANCE. 2: AT LEAST ONE ACCESSIBLE ROUTE FROM AN ACCESSIBLE BUILDING ENTRAN TO A PRIMARY FUNCTION. 3: SIGNAGE COMPLYING WITH SECTION 1110 4: ACCESSIBLE PARKING, WHERE PARKING IS PROVIDED. 5: AT LEAST ONE ACCESSIBLE PASSENGER LOAD ZONE, WHEN LOADING ZONES ARE PROVIDED. 6: AT LEAST ONE ACCESSIBLE ROUTE CONNECTING ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES TO AN ACCESSIBLE ENTRANCE. BLDG. & FIRE CODE NOTES @UILDING CODE NOTES: I: EXISTING OFFICE HVAC SYSTEM DOES NOT DRAW MAKE UP AIR FROM THE WAREHOUSE, NOR DOES IT EXHAUST VENT INTO THE WAREHOUSE. HVAC UNIT LOCATED ON THE STORAGE MEZZANINE DRAWS MAKE UP AIR AND VENTS EXHAUST TO THE EXTERIOR. ENVIRONMENT. CONTRACTOR TO VERIFY THIS CONDITION AND REMOVE ANY CONNECTION FROM THE OFFICE HVAC SYSTEM AND THE WAREHOUSE AS TO HAVE NO PART OF THE VENTING OR FRESH AIR INTAKE THROUGH THE WAREHOUSE. 2: CONTRACTOR TO VERIFY THE ACCEPTANCE OF THE BUILDING DEPARTMENT OF THE CURRENT 12125 EAST MARGINAL WAY SOUTH, TUKWILA ADDRESSING OF TENANT SPACE. REVISE ADDRESS IF REQUIRED BY BLDG. DEPARTMENT. FIRE DEPARTMENT NOTES: EXISTING SMOKE VENT WITH U.L. RATED FUSIBLE LINK TO BE MODIFIED AS FOLLOWS AT TWO (2) LOCATIONS AS NOTED ON THE FLOOR AND CLG. PLANS (64 SF OF VENTING PROVIDED): I: INSTALL THERMAL ELECTRIC McCABE RESETTABLE 81 -METAL FIRE LINK AS MANUFACTURED BY PHL LINKS, LLC. I -888- 145 -2335 2: SPECIFICATIONS: 24 VOLT, 285 DEGREE, 30 SECOND DELAY BEFORE RELEASE, DELAY BEFORE RESET- 60 SEC., UL33 LOAD RATING- 1 -25 LB., POWER REQUIREMENTS - 24 V AC/PC (23 AMPS) 3: MODEL NUMBER: E5134H- 285 -24 THE FIRE LINKS ARE TO BE INSTALLED AND CONNECTED TO A FIRE ALARM SYSTEM AND TO AN APPROVED COMBUSTIBLE VAPOR DETECTOR THE VAPOR DETECTOR IS TO BE CONNECTED TO THE FIRE ALARM CONTROL PANEL AND SHALL ELECTRICALLY ACTIVATE. THE FUSIBLE LINK UPON DETECTION OF COMBUSTIBLE VAPORS. CONTRACTOR TO PROVIDE FIRE ALARM PULL STATIONS (AUDIO - VISUAL) AT EACH EXIT AND AT THE TOP OF THE MEZZANINE STAIR SEE FLOOR PLANS FOR LOCATIONS. CONTRACTOR TO INSTALL COMBUSTIBLE VAPOR ALARM THAT SIGNALS FIRE ALARM SYSTEM WHEN AN UPSET CONDITION OCCURS. A LICENSED FIRE PROTECTION ENGINEER HAS VERIFIED THAT THE EXISTING FIRE SPRINKLER DENSITY AND HOSE DEMAND MEETS THE STANDARDS OUTLINED IN THE ENGINEERING REPORT PREPARED BY MORSE ENVIRONMENTAL, INC. DATED JUNE 5, 2005. A LICENSED FIRE PROTECTION ENGINEER IS ALSO TO REVIEW THE PLANS AND PREPARE A LETTER OF ACCEPTANCE OF THE SMOKE VENT VENTILATION SYSTEM PROPOSED WITH TWO OPERABLE SMOKE VENTS WITH A TOTAL OF 64 SF OF VENTING AREA THROUGH THE ROOF, . REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PROJECT TEAM TRAVERSO PROPERTIES 11025 SE 60TH BELLEVUE, WA 98006 ARCHITECT: PKJB ARCHITECTURAL GROUP, PS 119 S. MAIN ST. SUITE 410 SEATTLE, WASHINGTON 98104 (206) 624 -3210 CONTACT: BOB KROESE Rocti 101 Ix SF ® F.E. o A O 0 DRAWING INDEX ARrI4ITECTRd1 • SD -I COVER SHEET SD -2 SITE PLAN A1.0 FIRST FLOOR PLAN AU MEZZANINE PLAN Al2 MEZZANINE RCP A4.0 DETAILS STRUCTURAL 51.0 STRUCTURAL GE NERAL NOTES WALL SCHEDULE SYMBOLS FILE copy Permit No T CARBOL INE CONTACT: SCOTT BRENNAN ON ENVIRONMENTAL CONSULTANT: MORSE ENVIRONMENT, INC. 1402 AUBURN WAY N, *211 PO BOX 1551 AUBURN, WA 98002 (253) 624 -3210 CONTACT: CHADRICK MORSE FULL HEIGHT 6' CMU WALL TO PROVIDE 3 HR WALL RATING AS REQUIRED BY CODE. NEW 3i' MTL. STUD WALL W/ I' TYPE 'X' GM BOTH SIDES FULL HT. FROM MEZZ. DECK TO ROOF STRUCTURE SECTION OR DETAIL NUMBERS DRAWING WHERE SECTION OR DETAIL IS DRAWN BUILDING SECTION WALL SECTION DETAIL - SECTION OR TARGET GRID LINES - COLUMN ROOM NAME/NUMBER FIRE EXTINGUISHER ILLUMINATED EXIT SIGN review cpprOvvl 13 oub *E t t Crr"T3 c'...,1 �'u'.;»......,,1 ,- Flstrt,'Clir3i7 4�Q�CW'tt M r >ZhC i , J;:,�JO � clay ,�, I�tl�� c:.34 ► t:.. i thc ^ ! cd ted cod. Cr ord.' r 2ror►ci Fla;icJ r". .ar,ltww. 01 t cone ri t 19e 1ps � .: ��l7WN' ''�.i.J ! JM+41iW6M1�r+��I�vv�r 8y City cl CuZ.D1Na DIVISION CORRECTION LT R# Cate8 APP OVED ,�A �t " ,t/ -�...`.'. it CM CITY OF NOV 2 6 ZOOH PERMIT CENTER ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM NEW DUPLEX OUTLET / 4 PLEX (D DENOTES DEDICATED) NEW TELEPHONE AND DATA JACK DOOR NUMBER - SEE DOOR SCHEDULE FOR TYPE AND SIZE FIRE ALARM PULL STATION cc O rn I U) cc O rn cc 0 c0 5719 co 0 co FILE: DRAWN RAK CHECKED RAK JOB NO. 08026.00 / 0 4, 0 . NN H o • 1-4 CZ 4 U � Q J () 0 DATE 11/26/2008 SCALE AS NOTED 000 (rf1) WWW SD -1 ARCHITECTURAL GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE H WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 - • GISTERED RCHITECT BERT A. KROESE STATE OF WASHINGTON ■ ■ ■ • • ■ ■ • ■ H.C. PARKING SYMBOL CARROL INE TENANT IMPROVEMENT 10,058 SF TYPE III -B CONSTRUCTION H -3, B OCCUPANCY NEUJ STRIPING FOR ACCESSIBLE ROUTE TO BUILDING ENTRANCE. 1".1'-0" ■ ■ • 11•111••••• 1111•11111M11111111111111 ■ ■ ■ ■ ■ ■/ 1111111111•111•1111111111•111••• ■■■� ■ 1■n� ■ ■ ■ ■11■ ■1111■ ■■■ ■■■ A■M■■■■■■■ ■■■■ 1111111111•1111111 ��■u■ ■■1111■ ■i■■■ 11.11111111111 1111110111111111111111•1111•111111111111 ■■■■■■ •■■n■ ■1111■■•••••• ■ •1111 ■• ■ ■■1■■■■■ ■ ■■■■■■ •■ ■ ■■W7 ■■ ■1111■ ■ ■■■ ■ ■■■I ■ ■ ■ ■ ■■■ ■■ •■ ■ ■■I �1 ■ ■ ■■ ■■ ■■1111■ -- A A M■■ --- . ---' ■e:■ ■C= ■■I 1■ M■■■■ ■■r A■■ a■■■••• ■■ 1 !■■■■ ■ ■11■ •■4 1■■■■■■ .11 C. ■C::�■ =MICE ■ I■■ Y■■ um= so , \s ■. m o m ■ : u , 1 U/ '" \ s ■■ ' \ ■■ ■ ■u ' iw ,■ ∎M■ ■■■L �1■�_■ ' I■ ZOI ■ _ ...11•111111 1111111111111b- " a■■■■■■■■■ ■■■■ ■■_ ■111e■■ ■■ •1111■■ 1111■ •1111 ■ \...mmi1 ■■ ■1111■ ■ ■ •••• MN 202 +/- ▪ —._ - 202' +/- APN 1023049014 PROVIDE SYMBOL IN ALL HANDICAPPED PARK1N STALLS INDICATED ON SITE PLAN EXISTING 3 -HOUR WALL TO REMAIN WITH NEW 30' MIN. PARAPET PER DETAIL EXISTING ADJACENT TENANT (NO WORK) EXISTING PARKING STALL TO BE RESTRIPED A5 STANDARD NON- ACCESSIBLE STALL APN 1023049041 ADJACENT PARCEL (NOT A PART) ■ ■ • ■ ■ ■ ■ ■ ■ PROVIDE SIGN * ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN ■ ■ I 1/2' :1' -0' ■ • • • * l ' -0 ' 64. STA1E DISABLED AAKWG MOAT PEWREo. VAN ACCESSIBLE H.C.PARKING SIGN ADJACENT PARCEL (NOT A PART) APN 1023049059 EXISTING 30' MIN. HEIGHT PARAPET FIREWALL TO REMAIN WHITE LETTERS t SYMBOLS ON BLUE BACKING METAL SIGN, BOLT TO PIPE COLUMN 12' X 16' VAN ACCESSIBLE SIGN AS REQ. PER PLAN 3' DIA. PIPE COL. U1/ (2) COATS ENAMEL (WHITE) EMBED IS' INTO CONC. f- GRADE S' DIA. x24' DEEP CONC. FOOTING EXISTING BUILDING (NO WORK) SITE PLAN SCALE: I' = 20 '- 0' AERIAL PHOTO SCALE: NO SCALE ADJACENT PARCEL (NO WORK) APN 1023049013 ADJACENT PARCEL (NOT A PART) APN 1023049015 00 VICINITY MAP D D SCALE: NO SCALE 1 ■ WO MO 1 1 1 1 1 \ RE EIVEED� CITY O T ALA NOV 2 6 2008 PERMIT CENTER co 0 rn I to co 0 (1 I ) I In 00 0 � N I (0 co 000 V) o ARCHITECTURAL GROUP ES. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 5719 DRAWN RAK CHECKED RAK JOB NO. 08026.00 FILE: OBERT A. KROESE STATE OF WASHINGTON DATE 11/26/2008 SCALE AS NOTED SD-2 D MEW rifirlffffitlinW4M01 FLAMMABLE STORAGE IN MAX. 6' HIGH PILES. MAINTAIN 20' CLEARANCE TO NON -RATED LIGHT FIXTURES, TYP. PROVIDE 6' HIGH X 3' STEEL ANGLE, SET N EPDXY (WITH JOINTS SEALED) AROUND TH PERIMETER OF THE OFFICE CORE LOCATE IN THE CONTAINMENT AREA. i EXISTING OFFICE AREA. ONE HOUR FIRE SEPARATION REQ'D. WMO' EXISTING RELITES. INFILL WITH - (I) ER B. TYPE 'X' GWB EACH SIDE, TY - ; - S I - . A HOUSE. XTEND I -HR FRAMED WALL WITH 2X4 WOOD STUDS 4 GWB PER DETAIL 20/44.0. FROM MEZZANINE FLOOR 0 - ROOF DECK AC = = - DESTRIAN RAMP. HANDRAILS NOT REQ'D W/ RISE LESS THAN 6' PER IBC 1010.0 12 -0 ' 5'H STORAGE DESIGNED T FIREFLOW PE CONTAINMENT CURB, > CONTAIN 20 MIN. TECHNICAL REPORT. __INST L NEW I -HOUR RATED S.C. UJ40401D DOOR AND FRAME. WITH I (LEVER HARDWARE REMOVE • STING - LITES. INFILL WITH (1) LAYER 1' TYPE 'X' GWB EACH SIDE, TYP AT ALL RELITES FACING WAREHOUSE. WAREHOUSE H -3 OC.,U-A MATERI = T EXISTI INFILL 12' -0' NOT NG OR S INA EN OMS A . ROUP. EXISTI 6' CURTAIN NOA 20' -I' X 7' -8' I8' -4' OFFICE I 106 16' -6' X OFFICE 1 102 I1 X I4' -6' ' PER THE EXCEPTION IN SECTIO EGRESS THROUGH INTERVENIN SPACES, MEANS OF EGRESS A PROHIBATED THROUGH ADJOI INTERVENING ROOMS OR SPAC GROUP H, S OR F OCCUPANCY ADJOINING OR INTERVENING R OR SPACES ARE THE SAME O LESSER HAZARD OCCUPANCY LYWOOD ABOVE. 6' CMU STRUCTION THE REQUIRED AMOUNT OF OPENABLE AREA FOR NATURAL VENTILATION IS MET IN ACCORDANCE WITH IMC, CHAPTER 4, SECTION 4022 OR 4% TOTAL OPENABLE AREA L. 532 SF TOTAL BUILDING AREA : 10,957 SF OPENABLE AREA % : 4.85% EXISTING EXIT DOORS TO REMA PROVIDE NEW PANIC HARDWARE, TYP. 51' -3' 15 ALTERNAT •40 BOLLARD S / D .0 •4.0 RAMP • CURB. MIN. 1:12 SLOPE. 0 4■NTAINMENT • TIONS. ALIGN W/ O.H. DOORS. I � FIRE ALARM PULL STATION \ �1 I EMERGENCY LIGHTS ARE REQUI - = •� 7/7 OUTSIDE OF EACH. EXIT DISCHA A#VA LA LIGHTING ON BATTERY BACKUP SYSTEM friVA i sm i - �_. FOR AT 4' -0' O.C. CONTRACTOR TO INSTALL COMBUSTIBLE VAPOR ALARM THAT SIGNALS FIRE ALARM SYSTEM WHEN AN UPSET CONDITION OCCURS. ESTIMATED PROPERTY LINE LOCATION. RELOCATE FIRE EXTINGUISHER TO BOTTOM OF STAIR OFFICE UJOMEN'S RR 104 MEWS RR- 103 FIRE ALARM - LL STATION EMERGENCY IGHTS ARE REQUIRED OUTSIDE OF ACH. EXIT DISCHARGE LIGHTING ON ' BACKUP SYSTEM EXISTING 4' X 8' SMOKE VENT. REMOVE EXISTING FUSIBLE LINK, INSTALL NEW RESETTABLE BI -METAL FIRE LINK WITH ALARM CONNECTION. SEE FIRE CODE NOTES ON SHEET SD -I TYPICAL (2) LOC. 50' -6' 1 i1 1 - - - -� 26' -7' REMOVE EXISTING DUCT WORK , ND REROUTE INSIDE OF RATED WA L OR PROVIDE RATED DAMPER ON DUCT. EXISTING EXIT DOORS TO REMAIN EXISTING O.H. DOORS TO REMAIN FLOOR PLAN SCALE: 1 /S' : 1' -0' LIGHTING FIXTU NOT LESS THAN LEVEL TO ALL WIRING AND FIX 100' -11' EXISTING 6' C THE REQUIRED ON THE NORTH CRETE WALLS MEET -HOUR FIRE RATING N D WEST SIDE. EXISTING 6' CONCRETE TILT -UP WALLS. POCHE INDICATES EGRESS TRAVEL PATH TO BE ILLJUMINATED WITH NOT LESS THAN I F.C, EGRESS PATH E S TO BE MOUNTED AT 26' ABOVE THE FLOOR u ORDINARY HAZARD URES. 21' -5' 50' -5' MIN. (2) EXITS REQUIRED WITH 47' -2' SEPARATION REQ'D. ADD PANIC HARDWARE ON EXISTING EXTERIOR DOORS. PROVIDE 4' H. PARTIALLY FENCED AREA TO DESIGNATE STORAGE AREA RESTRICTED TO NON - FLAMMABLE COMMODITIES ONLY. EXISTING TRANSFORMER AND SWITCH GEAR TO REAMAIN (ORDINARY HAZARD WIRING). PROVIDE SIGN ON FENCE GATE: 'NO COMBUSTIBLE STORAGE IN THIS AREA' INFILL EXISTING 14' W. X 16' H. OPENING WITH 6' CMU, I -HR FIRE RATING REQUIRED. NO STORAGE WITHIN 20' OF NON -RATED ELECTRICAL DEVICES OR POTENTIAL IGNITION SOURCE, TYP. EXISTING 4' X 8' SMOKE VENT. REMOVE EXISTING FUSIBLE LINK, INSTALL NEW RESETTABLE BI -METAL FIRE LINK WITH ALARM CONNECTION. SEE FIRE CODE NOTES ON SHEET SD -1 TYPICAL (2) LOC. FIRE ALARM PULL STATION EXISTING 6' CONCRETE TILT -UP WALL CONSTRUCTION (THROUGH ROOF) - - — OW* ill'ij Kt- AN vgi 1 0 NI OVISI®N NOV 2 6 ?OM ERMIT CENTER 0 Q Z � W F- o o : LLJ W ▪ U O J Z C7 Z - < _ Z Z W W W CC 5 CL a. CO CC CC CC CC 0 0 0 0 LL Li_ Li_ LL 0 0 0 0 I- F- F- F- F- F- F- F- MMMM CO CO CO CO DDDD V) V) V) V) 00 CO CO 0 I C7 C t o N I I I LI) in cfl 00 z 0 U W O_ CC 0 U H z W I- F- CI. W 0 0 z 0 J m FILE: U) z O 1= U W O_ CC 0 U H z W F- CC O- W 0 C z 0 J CO SEATTLE OFFICE ARCHITECTURAL GROUP PS. 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 BERT A. KROESE STATE OF WASHINGTON DRAWN RAK CHECKED RAK DATE 11/26/2008 SCALE AS NOTED JOB NO. 08026.00 0 0 0 V) V) V) W W W CC C CC A1.0 HANDRAIL MUST CONITUE TO SLOPE THE LENGTH OF ONE TREAD PAST THE BOTTOM TREAD, AND 1' -0' HORIZONTALLY PAST THE TOP TREAD CONTINUOUS _HANI R IIl AROUND COLUMN. MAINTAIN MIN. 36' WIDE STAIR ALL HANDRAILS MUST RETURN TO A WALL OR GUARDRAIL. F.E. CONTRACTOR TO VERIFY THAT THE EXISTING OFFICE HVAC VENTING AND MAKE -UP AIR CONNECTS DIRECTLY TO THE EXTERIOR AND DOES NOT PASS THROUGH OR UTILIZE THE - 1UAREHOUSE SPACE H.P. 3' -6' tit uL N� Q NEW 4x4 COLUMNS AT CORNERS OF LANDING TYP. 50' -6' SIM. 1 >i 1 i - -� TYP. NEW 42' WIDE WOOD STAIR PROVIDE 2x4 VERTICAL RAILS 0 4' -0' OC 4 HORIZONTAL RAILS WHICH DO NOT ALLOW THE PASSAGE OF A 4' DIAMETER SPHERE. PROVIDE HANDRAILS ON EACH SIDE OF STAIR EXISTING 6' H. PLYWOOD CURTAIN BOARD TO REMAIN NEW 2X4 WOOD STUD WALL WI I' TYPE 'X' GWB BOTH SIDES FULL HT. FROM MEZZ. DECK TO ROOF STRUCTURE. FIRE ALARM PULL STATION REMOVE EXISTING RELITE AND INFILL WITH 1 -HR STUD WALL. GA FILE *UP 3510 UL DESIGN U309 SCALE: 1 /S' : I' -0' ONE LAYER %a' TYPE 'X' GYPSUM WALL BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 0 24' OC WITH I3 ' LONG, 0.0915' SHANK, X$' HEADS, l' OC L �� 100 cu. F.E. MEZZANINE PLAN 50' -5' t - - -- 1 >i �1 F E C J l r R.L. RECEIVED CITY OF TUKIMLA NOV 2 6 2008 PERMIT CENTER co 0 0) U) w 0 ~ Z F- ~ w (1) � w I- 00/ 0 CC ▪ Q : z Q z w w o!o!5 aa. Ct CC CC O 0 0 ILIL 0 0 0 w w w I I— I- 1— F I— • m (f) v) co 0 G7 co 0 1 c0 (0 00 0 N Co (I) z 0 0 W 0 0 I— z w I- 0 w 0 0 z 0 J 5 m ARCHITECTURAL GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 5719 DRAWN RAK CHECKED RAK z 0 0 W 0 0 I— z w 0 w 0 z 0 J 5 m DATE 11/26/2008 SCALE AS NOTED JOB NO. 08026.00 Al FILE: EGISTERED ARCHI CT OBERT A. KROESE STATE OF WASHINGTON 1 z 0 > W D_ Z z 0 0 > > W D_ C! C !C, N e IOC' - II' 50-6' 50' -5' K I ROOF ACCESS ‘' = '' LADDER 4 HATCH - -� / i< L - REPLACE EXISTING FUSIBLE LINK WITH BI -METAL LINK CONNECTED TO THE FIRE ALARM SYSTEM. SEE FIRE CODE NOTES SHEET SD-1, LOC. REMOVE AND RELOCATE EXISTING UNIT HEATER PROVIDE NEW A.C.T. ANP CEILING GRID AT MEZZANINE OFFICE. EXISTING 4'XS' SMOKE VENTS WITH FUSIBLE LINK, TYP. (4) LOCATIONS. REMOVE AND RELOCATE EXISTING UNIT HEATER RELOCATED UNIT HEATER MEZZANINE PLAN D V SCALE: I/e I 0 /EXISTING 4'XS' SMOKE VENTS WITH FUSIBLE LINK, TYP. (4) LOCATIONS. 1 i< L- 7 - —� REPLACE EXISTING FUSIBLE LINK WITH BI -METAL LINK CONNECTED TO THE FIRE ALARM SYSTEM. SEE FIRE COPE NOTES SHEET SD -I, (2) LOC. RELOCATED UNIT HEATER VERIFY REQ. CLEARANCE FROM FLAMMABLE STORAGE PER HAZARDOUS MATERIAL REPORT. REMOVE AND RELOCATE EXISTING UNIT HEATER RELOCATED UNIT HEATER p1eQ!!! [+Is (U CoD € COPL\ h, 4C Isipp O' 1 JAN 16 2` 1 City 1 +, DIVISION CITY OF LA NOV 262008 PERMIT CENTER w w I- z z co O I O w 0 < Z a w F w • w I- Z cn O 0 1=- U J ¢ a Z I 7.3 0 Ct 0 0 LL. w 0 0 w w F- I- I- I- CO ▪ CO U7 U) cc O I Cn I to co O I c0 I- w 0 0 z_ 0 J m CC 0 w 0 w I- I- CO co O N m 5719 z 0 1= 0 w tY D_ 0 0 I- z w F- 0 w 0 c0 z 0 J 5 m z 0 1= 0 w O' 0 0 I- z w F- o' 12 w 0 O z 0 J 5 m U) z D_ 0 DRAWN RAK CHECKED RAK FILE: z z z 0 0 0 > > > DATE 11/26/2008 SCALE AS NOTED JOB NO. 08026.00 ARCHITECTURAL GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE 8 WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 EGISTERED ARC ECT OBERT A. KROESE STATE OF WASHINGTON A1.2 1 :1 -/ 2x4 TOP RAIL STAIR DETAIL 2x4 RAILINGS SPACED SHALL NOT ALLOW PASSAGE OF A 4' DIAMETER SPHERE 2x4 VERTICALS 9 MAXIMUM 4' -0' OC 2x8 JOISTS 6 16' OC W/ %4' T4G PLYWOOD SHEATHING (2) 2X10 HEADER W/ RAILING DETAIL 2x12 STAIR TREADS TYP 2x SPACERS AT SIDES. I EXTERIOR WALL PER PLAN. 1x12 WOOD STAIR SKIRT TO MATCH WOOD FINISHES ON DOORS AND FRAMES. 2x12 STAIR STRINGERS MAX SPACING OF 16' OC. SECURE SIDE STRINGERS TO WALL FRAMING, PROVIDE 2x4 STIFFENERS EA. SIDE FOR MID SPAN STRINGERS. TAPERED P.T. SH M i z E 1 1/2" : 1' -0" A : 1 ' -/n PARAPET DETAIL 2 -NR WALL 2x4 TOP RAIL RAILING DETAIL 2X PRESSURE TREATED PLATE WITH ANCHORS AT 4' -0' OC AND MN. 12' FROM PLATE ENDS. 24 GA. METAL FLASHING ON CONT. SHIM W/ CLIPS a 2' -0: O.C. (2) *3 CONT. HORIZ. BARS PRE - FINISHED RIBBED SHEET METAL SIDING OVER CMU WALL 0 4 BAR 616' (2) *3 CONT. HORIZ. BARS 6' WIDE CMU BLOCK, SOLID GROUT EACH CELL AT REBAR LOCATION. PRE- FINISHED METAL DRIP FLASHING, RUN BEHIND METAL SIDING EXISTING 6' CONCRETE WALL CUT BACK EXISTING ROOF MEMBRANE. STRIP -IN NEW COUNTER FLASHING UP PARAPET. VERIFY ROOF MANUF. WITH ONDER, AND INSTALL PER MANUF. INSTRUCTIONS. EMBED MIN. 6' IN %' DIAMETER HOLE W/ SIMPSON SET -XP OR EQUAL I►V DIAMETER SCHEDULE 40 HANDRAIL (EACH SIDE OF STAIR) 2x4 RAILINGS SPACED SHALL NOT ALLOW PASSAGE OF A 4' DIAMETER SPHERE 2x4 VERTICALS 6 MAXIMUM 4' -0' OC 2x STAIR TREADS i N-- JOIST THREAD CLG. SUSP. WIRE ATTACHMENT V CLG. WIRE C C PLAN 2 TYP. ER 2'x4' ACOUSTICAL CEILING TILE (ACT) 4*12 GA. WIRE BRACE PER ASTM AND ASTM C 636 STRUCTURAL FRAMING ACT 2x4 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER 1$.C. 2006 SECTIONS 803.9 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA CEILING DETAIL 1 /2' :1' -o' SUSP. ACOUST. TILE CEILING 4 GRID SYSTEM PER REFL. CEILING PLAN CEILING DETAIL 1- I /2' -1' -0" NOTE: AL CR RUNNERS • B SUPPORTE • ENDS 2x4 RAILINGS SPACED SHALL NOT ALLOW PASSAGE OF A 4' DIAMETER SPHERE 2x4 VERTICALS 6 4' -0' 2x TREADS WI A 1' NOSE STAIR DETAIL 6E15111 STRUT. 4' -0' MIN. SECTION VERTICAL SEISMIC STRUT TO MEET ASTM C 635 ASTM C 636 CREATE 5 SIDED ENCLOSURE OF GUJB OVER LIGHT FIXTURE FOR INSULATION BARRIER PROVIDE 3/4' MIN. CLEAR FROM LIGHT TO GWB WHERE FIRE RATING IS REQUIRED, SEE UL LISTING'Cx023 FOR FURTHER NFORMATION 2x4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFL. CEILING PLAN I INDEP AX. OF R 4 NDANT 8' FRO I-- WALL NOTE: TIE T( RUNNERS SPREAD' SE SMIC B'• • CE PER ASTM C 635 AND ASTM C 636 NOTE: E MEMBERS ON TWO WALL REMA N FREE AT ENDS FR .:•5 • • 6' -0'M MAIN ° NNERS 4 BE SE URED 1 • ALL •NLY. HE 0 OSITE I CLEA AND - ABOVE. ST OS OF TH= MAIN TO P EVENT MAX. S CHAIN NE LS A DS MUST J PPORTED I2' -0' AC• STICAL CE I ING TIL: (2'x4') f NOTE: C E I L I N D E�T ENTIRE A.C.T. CEILING SYSTEM G AIL 2 80 3.91 E 1613 B.C. 1 /4' :1' -0' DIAMETER SCHEDULE 40 HANDRAIL 6 3' -0' ABOVE TREAD 2x8 JOISTS a+ 16' WI SIMPSON OC 11.1528 HANGER WI 3 /4 1 T4G PLYWOOD SHEATHING SECOND FLOOR , (CONTRACTOR TO VERIFY) (2) 2x10 HEADER 4x4 COLUMN FRONT 2 CORNERS WI SIMPSON AC4 POST CAP 4 AB44 POST BASE I 3' - I 4' -0, 1/4" : 1' -0" 3' :l' -O" %8'MIN. WALL DETAIL STAIR DETAIL 1/2' - 1' -0" 4' -0' , 3' -0' I - I -HOUR HM DOOR EXISTING OFFICE WALL EXISTING OFFICE STUD WALL STEEL ANGLE ALONG OFFICE WALLS. SET IN EPDXY. BOLT TO EXISTING CONC. SLAB EVERY 4' -0' OC 'z' METAL STUD WALL W/ GUJB PAINTED SMOOTH FINISH WITH SOUND BATTS AS REQUIRED CMU WALL DIAGRAM 2x8 JOISTS 9 16 OC W/ 3 /4 1 T4G PLYWOOD SHEATHING, ATTACH TO EXISTING RIM BOARD WITH SIMPSON LUS28 HANGERS OR EQUAL EXISITING MEZZANINE FLOOR CEILING HEIGHT PER PLAN (2)*3 BARS 6 2' -0' OC EMBED MIN. 4 IN INTO CONC, SET IN GROUT (2) *4 BARS a 4' -0' OC TYP. SET IN EPDXY TOP AND BOTTOM EXTEND FRAMING AND ATTACH TO STRUCTURE ABOVE, GWB TO BE FULL HEIGHT ON MANUF. SIDE SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT BERC2 CLIP PER ARMSTRONG SEISMIC RX, OR ARCHITECT APPROVED EQUAL NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2006 SECTIONS 803.5 4 1613.1 l\ CONC.. CURB CMU WALL DETAIL 1 1/2" : 1' -0' 1 /2':I' -o' NOTE: PAINT EXPOSEXD PORTION OF STEEL PIPE W/ (2) COATS S.G. YELLOW BOLLARD WALL DETAIL DETAIL *4 REBAR Q 2' -0' OC SET IN EPDXY EPDXY INSIDE CORNER e CURB CONNECTION TO EXISTING SLAB (2)*3 BARS I2' -0' EMBED MIN. 4 IN INTO CONC, SET IN GROUT (2) *4 BARS 6 4' -0' OC TYP. SEE DIAGRAMMATIC DETAIL, SET IN EPDXY e TOP AND BOTTOM TYP. DETAIL 6 TOP AND BOTTOM OF WALL • A EXISTING CONC. SLAB - ROUNDED CONC. CAP 8' PIA. STL. PIPE COL FILLED WI CONC. X' STEEL PLATE 12' X 12' W/ /4' 10 ANCHOR BOLTS WI 6' EMBEDDED 4 GA FILE * UJP 3510 UL DESIGN U30S 1 1/2" : 1' -0' gam P 'j COED I 1 ClWa kwSION RECEIV Q . l:lIYur IU VALA NOV 2 6 2008 PERMIT CENTER ONE LAYER %' TYPE 'X' GYPSUM WALL BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 9 24' OC WITH IVs' LONG, 0.0915' SHANK, )'4 HEADS, 7' OC EXISTING FLOOR JOIST m co O co l 0 z I— W W z 0 I= 0 _1 d CI_ Q I a 0 Ii 0 CO V) to O rn 1 I— < P U) W I- 0 0 ?- CC z_ J W a 0 Ii 0 i— I-- m to O c0 (D 5719 I— W a- O z 0 -J D co 0 Lt a I- CO U) to O N Co U) z O I= 0 W cc 0 0 I— z W I- cC a- W 0 O z a J 5 m CO 0 N O DRAWN RAK CHECKED RAK FILE: U) z O I- 0 W 0 0 I— z W I- a W 0 z a J m DATE 11/26/2008 SCALE AS NOTED JOB NO. 08026.00 N z a Lti cC z 0 W ARCHITECTURAL GROUP PS, SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 ISTERED CH TECT �' • BERT A. KROESE STATE OF WASHINGTON A4.0 0 0 U) U) 1 CC CC W W STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA: 1. ALL MATERIALS. WORKMANSHIP, DESIGN. AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. 2. DESIGN LOADING CRITERIA EARTHQUAKE SEISMIC DESIGN CATEGORY D, USE GROUP II, SS = 1.49, Si = 0.52, SDS = 0.996, SD1 = 0.515, SPECIAL REINFORCED CONCRETE SHEAR WALLS R = 5, <OMEGA>0 = 2.5, IE = 1.0 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDMONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDTIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, AND ENGINEERED WOOD I- JOISTS. SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 9. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE ONE COPY FOR APPROVAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE PLAN: 10. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (SEISMIC DESIGN CATEGORY D): DEFINITIONS: THE SEISMIC FORCE RESISTING SYSTEM FOR THE EXISTING STRUCTURE CONSISTS PRIMARILY OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, FLOOR /ROOF DIAPHRAGMS, AND STRUT MEMBERS. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE BC WHH REPORTS PER SBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 108. SEE TABLES BELOW FOR ADDITIONAL INFORMATION, STRUCTURAL ITEMS MASONRY LEVEL 1 SPECIAL INSPECTION PERIODIC TABLE 1704.5.1 ITEM 1 THRU 6 WOOD FASTENERS, BOLTS, STRAPS, HOLDOWNS, ETC. EXPANSION BOLTS & INSERTS EPDXY GROUTED INSTALLATIONS SPECIAL INSPECTION FREQUENCY IBC REFERENCE PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1107,3 #" (SEE 1704.6.1 FOR THE SEISMIC FORCE RESISTING SYSTEM ADDL. REQUIREMENTS AT HIGH INCLUDING DIAPHRAGMS, SHEAR WALLS, LOAD DIAPHRAGMS) STRUTS, & HOLDOWNS PERIODIC INCLUDING TORQUE TESTS IN ACCORDANCE WITH APPROVED ICC -ES REPORTS PERIODIC INCLUDING INSPECTION OF EMBEDMENT DEPTH MD HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL PRIOR TO CONSTRUCTION ACKNOWLEDGING THE QUALITY ASSURANCE PLAN REQUIREMENTS AND IMPLEMENTATION PROCEDURES IN ACCORDANCE WITH THE SPECIFIC, ITEMIZED REQUIREMENTS OF SECTION 1705.3 OF THE SBC. ANCHORAGE: 11. EPDXY - GROUTED RODS OR REBAR TO CONCRETE, MASONRY OR UNREINFORCED BRICK MASONRY SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH 'SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1772, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES ACCEPTANCE CRITERIA (AC58 FOR CONCRETE AND NEW MASONRY APPLICATIONS, AC60 FOR UNREINFORCED BRICK MASONRY). SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION IS REQUIRED. PROVIDE SCREEN TUBES AT BRICK MASONRY LOCATIONS AND AT HOLLOW CMU. SCREEN TUBES ARE NOT REQUIRED AT CONCRETE OR SOLID CMU. HOLES IN BRICK MASONRY & HOLLOW CMU SHALL BE CORE DRILLED. HOLES IN CONCRETE AND SOLIDLY GROUTED MASONRY MAY BE DRILLED BY CORING OR ROTO- HAMMER UNLESS NOTED OTHERWISE. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE OR REINFORCED MASONRY WALLS: 1/2 "0 ROD OR 3 BAR 5/8 "0 ROD OR 4 BAR . 5" 4" 3/4 "O ROD OR 5 BAR 7" 1 "0 ROD OR16BAR 9" 1 -1/4 "0 ROD OR 17 BAR 12" #8 BAR 15" 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCEMENT COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 -98 ARE SUBMITTED. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -99 AND 318 -05. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH "REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. MASONRY: 14. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM OR NORMAL WEIGHT MASONRY UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL BE TYPE "S" PER IBC TABLE 2103.7 (1) OR (2). GROUT SHALL CONFORM TO IBC SECTION 2103.10 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 1500 PSI AT 28 DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND IBC TABLE 1708.1.4 - LEVEL 2 QUALITY ASSURANCE. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 6" WALLS 14 0 16 "oc. VERT. (2)13 0 8 "oc. HORIZ. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS WITH GROUT AS SPECIFIED ABOVE. WOOD: 15. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR N0. 2 MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI, Fv = 150 PSI (3x AND 4x MEMBERS) HEM -FIR N0. 1 MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI BEAMS AND STRINGERS: (INCLUDING 6x AND LARGER MEMBERS) STUDS, PLATES, LEDGERS & MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR NO, 1 MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI, Fv = 170 PSI POSTS: (4x MEMBERS) HEM -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1350 PSI, E = 1500 KSI (6x & LARGER MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1000 PSI, E = 1600 KSI HEM -FIR NO. 3 OR STUD GRADE MINIMUM BASIC DESIGN STRESS, Fb = 500 PSI, E = 1200 KSI Fc = 725 PSI, Ft = 300 PSI NOTE: FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED BENDING STRESS & TENSION STRESS CRITERIA. NOTE: WHERE NOTED ON THE DRAWINGS, PLATES SHALL BE DOUGLAS FIR NO. 3 OR STUD GRADE. 16. ROOF. FLOOR & WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD OR ORIENTED STRAND BOARD (OSB) IN CONFORMANCE WITH IBC SECTION 2303.1.4. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PS 1 -95, PS 2 -04, OR APA PRP -108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG -01. 17. ALL PRESSURE - TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED FROM MOISTURE (IINTERIOR LOCATIONS) SHALL BE PRESSURE- TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSi02. AT LOCATIONS PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE PRESSURE - TREATED WITH COPPER AZOLE CA -B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ -C FOR DOUGLAS -FIR, OR ACQ -D FOR HEM -FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERAL STRUCTURAL NOTES GSN -W11 AND GSN -W13 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE - TREATED MEMBERS. INSTALL 2 LAYERS OF ASPHALT- IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 18. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -2007. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1715 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC -ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND /OR RE- DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH HU" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE - TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM Al23 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS. 19. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.9,1 OR CURRENT ICC -ES REPORT NER -272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD, INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2001 NDS SECTION 11.1.3, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2001 NDS SECTION 11.1.2. B. WALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LvNER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12 "oc STAGGERED OR BOLTED TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS 0 6' -0 "oc PER IBC SECTION 2308.6 (EMBED 7"), UNLESS OTHERWISE NOTED. 2" x 2" x 3/16" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER IBC SECTION 2305.3.10. INDMDUAL MEMBERS OF BUILT -UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d 0 12 "oc STAGGERED. C. FLOOR AND ROOF FRAMING: ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AS SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLD BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d 0 12 "oc. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILING: ALL NAILS SPECIFIED ON THE DRAWINGS WERE DESIGNED TO BE GALVANIZED BOX OR POWER DRIVEN NAILS. MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: SHEATHING NAILS 8d 10d FRAMING NAILS 10d 16d BOX NAILS POWER DRIVEN EQUIVALENT 0.131" x 2 1/4" 0.148" x 2 1/2" 0.148" x 3" 0.148" x 3 1/4" 20. ALL TIMBER FASTENERS LESS THAN 1/2" DIAMETER IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRESERVATIVE CHEMICALS LISTED IN THE NOTES ABOVE, OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSi02, SHALL BE POST HOT DIP GALVANIZED PER ASTM A153 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. RECEIV D CITY OF TU LA NOV 2 6 2008 PERMIT CENTER co ° a) In L W L i ECOMP C PP S °3 JAN 1 F rhti uTukwila I ..DING DIVISION co ° O) tO DRAWN RAK CHECKED RAK DATE 11/26/2008 SCALE AS NOTED JOB NO. 08026.00 0 0 0 - (7) t7i V) > > > w w w CC CC ARCHITECTURAL GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE H WENATCHEE, WASHINGTON 98801 (509) 664 5181 FAX 665 -8750