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Permit D08-460 - COSTCO - OPTICAL
COSTCO OPTICAL 441 COSTCO DR D08 -460 Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO OPTICAL Address: 441 COSTCO DR , TUKWILA WA Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 -767 -3810 Contractor License No: FERGUCI000LA doc: IBC -10/06 CityOf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site hap://www.ci.tukwila. wa. us Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR 98027 Phone: Contact Person: Name: SAM MORRIS Address: 1110 112 AVE NE, STE 500 , BELLEVUE WA 98004 Phone: 425 - 463 -1339 DEVELOPMENT PERMIT Permit Number: D08 -460 Issue Date: 03/20/2009 Permit Expires On: 09/16/2009 Value of Construction: $486,494.00 Fees Collected: $6,697.56 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0010 Expiration Date: 06/01/2010 DESCRIPTION OF WORK: PARTIAL INTERIOR REMODEL TOP EXISTING SINGLE STORY OPTICAL MANUFACTURING FACILITY. INCLUDES NEW NON LOAD BEARING PARTITION WALLS, DOOR, WINDOWS (INTERIOR LITES), REPLACE /RE- ARRANGE ACOUSTICAL CEILING TILE CEILING, EXISTING CONCRETE FLOOR * *continued on next page ** D08 - 460 Printed: 03 -20 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: 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 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: N Permit Center Authorized Signature: doc: IBC -10/06 Print Name: 5.44A4 M Permit Number: D08 -460 Issue Date: 03/20/2009 Permit Expires On: 09/16/2009 Date: 3`s 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 perfo ance of work. I am authorized to sign and obtain this development permit. Signature: Date: 0 3 /� D 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 -460 Printed: 03 -20 -2009 Parcel No.: 3623049107 Address: Suite No: Tenant: 441 COSTCO DR TUKW COSTCO OPTICAL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 7: Readily accessible access to roof mounted equipment is required. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 PERMIT CONDITIIONS Permit Number: Status: Applied Date: Issue Date: D08 -460 ISSUED 10/10/2008 03/20/2009 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. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 8: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 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: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. D08 -460 Printed: 03 -20 -2009 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 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: 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) doc: Cond -10/06 D08 -460 Printed: 03 -20 -2009 O 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 27: 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) 28: 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. 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: 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) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: 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. 41: 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. doc: Cond -10/06 D08 -460 Printed: 03 -20 -2009 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 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: 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 -460 Printed: 03 -20 -2009 0 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 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: ,,,/a,./4...= doc: Cond -10/06 D08 -460 Date: if 3/26/0 7 ordinances governing or local laws regulating Printed: 03 -20 -2009 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulovilawaus 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* * 441 £O61 o t7' Tenant Name: CAA- o OpriCaL Property Owners Name: CAsivo WN•Lefx.t. agize.mico Mailing Address: aj bare PAO' CONTACT PERSON - who do hen you ready to b, issued A1•A MoeitS niviam /41461 4ay Telephone: Name: Mailing Address: I I ID 112'M - eoue, Oeu. vue y City E -Mail Address: i$1 orris mu veth Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Ferguson Construction, Inc. Mailing Address: 7433 5th Ave S Contact Person: Jay Clark E -Mail Address: j ayc@fergusonconstruction.com Contractor Registration Number: FERGUC I 000 LA Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Mul.M*16Z #ac++itec vae I I I o I I Tilt A ielioe, 1\j• 0‘- 14A d 4,cm, wtorvi5 mubyav (9'-. COW1 Contact Person: E -Mail Address: Q: \Applications \Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Project No. Building Permit No. 9"' ( O echanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. (For office use only) King Co Assessor's Tax No.: Seattle lssadtU4 City 8049 WA 36.2'304110W o Suite Number: 1 d Floor: 1 New Tenant: ❑ Yes ..No VIA State 42.443.1339 WA State WA 98108 9gDi Zip City State Day Telephone: 206-255-3032 1 8004 Zip ZoOZ state Zip Fax Number: 206- 767 -7342 Expiration Date: 06/01 / 09 ARCHITECT OF RECORD All p ns must be wet st mped by Architect of Record 96x+ City State Day Telephone: 4 2. . 1 / 7 2 . Fax Number: 415, 44 5, Zip i3 Zoo Z/ 1545 ENGINEER OF RECORD - All plans must be wet stamped by Engineer, of Record City Day Telephone: Fax Number: Zip Page 1 of 6 fb BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 45( 9 4'14. Existing Building Valuation: $ Scope of Work (please provide detailed information): pA Ti (/k'e. ox . co &2- Sr) I rr jejo e._ Rem coot ro f7c tuG SI - oid-y of1'iC.M. n1,)UF as #4 FA► A 1.17"C (loPeox. 34,7$9 INcw,pe 5 14euw No,J - l.oAr Oeet#2 AM l MArliod w4 c5 Dcae -S W 1 N Dow 6,4,71w.4... Ines), RePlit %A/224NE � 4'&0571 4 iN( 7 ce /L/e/G , Ekis77,4r4 Go ,Giere do o e, Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 11.3 Compact: Handicap: 5 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ) No If ';res', attach list of materials and storage locations on a separate 8-1/2" x / 1 "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 \ApphcanonsTomts- Applications On Lme\3 -2006 - Permn Applicauon.doc Revised: 4 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 2 n � � T Sl / 6 182 — o --- — 10 ` 5. C 1 r 2 Floor N IA 3` Floor Floors thru N,A Basement j N +l A Accessory Structure* NA Attached Garage N /A N Detached Garage Attached Carport • NA Detached Carport N/A Covered Deck N /A Uncovered Deck N f A fb BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 45( 9 4'14. Existing Building Valuation: $ Scope of Work (please provide detailed information): pA Ti (/k'e. ox . co &2- Sr) I rr jejo e._ Rem coot ro f7c tuG SI - oid-y of1'iC.M. n1,)UF as #4 FA► A 1.17"C (loPeox. 34,7$9 INcw,pe 5 14euw No,J - l.oAr Oeet#2 AM l MArliod w4 c5 Dcae -S W 1 N Dow 6,4,71w.4... Ines), RePlit %A/224NE � 4'&0571 4 iN( 7 ce /L/e/G , Ekis77,4r4 Go ,Giere do o e, Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 11.3 Compact: Handicap: 5 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ) No If ';res', attach list of materials and storage locations on a separate 8-1/2" x / 1 "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 \ApphcanonsTomts- Applications On Lme\3 -2006 - Permn Applicauon.doc Revised: 4 -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. 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 OR AUTHORIZED AGENT: Signature: 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). Date: /0/0 5,4,Jt tOR -SUS Day Telephone: .14' % 39 c ) ,vaah 6 7. i to 4 c e i I O -) i zr i M- NF oe to iue &A 9 $ oaf City I State Zip I Date Application Accepted: r 0 -10- o Date Application Expires: �l - ( Staff Initials` MC i QAApplications\Forns- Applications On Line \3 -2006 - Permit Application.doc Revised 9 -2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 3623049107 441 COSTCO DR TUKW COSTCO OPTICAL Receipt No.: R09 -00866 WER 1655 PLAN CHECK - NONRES TRANSACTION LIST: Type Method Descriptio Payment Credit Crd MC - Authorization No. 033267 O 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 FERGUSON CONSTRUCTION Amount Account Code 000/345.830 RECEIPT 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/10/2009 03:46 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 A D08 -460 ISSUED 10/10/2008 03/20/2009 PAYMENT RECEIVED Printed: 06 -10 -2009 Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Applicant: COSTCO OPTICAL Receipt No.: R09 -00453 Initials: WER Payment Date: 03/20/2009 11:06 AM User ID: 1655 Balance: $0.00 Payee: COSTCO ACCOUNT ITEM LIST: Description doc: Receipt-06 BUILDING - NONRES STATE BUILDING SURCHARGE 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 8214171 4,060.90 Account Code Current Pmts 000/322.100 640.237.114 RECEIPT° Total: $4,060.90 Permit Number: D08 -460 Status: APPROVED Applied Date: 10/10/2008 Issue Date: Payment Amount: $4,060.90 4,056.40 4.50 PAYMENT RECEIVED Printed: 03 -20 -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 Parcel No.: 3623049107 Permit Number: D08 -460 Address: 441 COSTCO DR TUKW Status: PENDING Suite No: Applied Date: 10/10/2008 Applicant: COSTCO OPTICAL Issue Date: Receipt No.: R08 -03492 Payment Amount: $2,636.66 Initials: WER Payment Date: 10/10/2008 11:59 AM User ID: 1655 Balance: $4,060.90 Payee: MULVANNY G2 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 071760 2,636.66 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 2,636.66 Total: $2,636.66 ,-: fr. - - doc: Receiot -06 Printed: 10 -10 -2008 COMMENTS: ef4 7- & ire Address: 1 -1/ 1 -0 nd S , �o .c� ...x. �.),, A S1�� I - 1. '.i-(/ IV,/ 8 ✓� .4. g. of f- Ge_. 1 f 2 60, . , /Jai- , AfJ (A i t'/ / r ,A -jp A tie ei Phone No: 0 "'1 v6 - 2 fig' - 3 d3C x Lf ( .S 4 S c c...,' .1 ( Vii' ". ' P 1 e ~� , ,-, t, . 5 (:c L )3.r CCs ,S � J � /p . K(A? ; ' j n .P oJPt , Pro}'e¢ t: (! s4Ra ()P7 /g4 I. Type of Inspection: . cSlit irc 4 /4n Air-. Address: 1 -1/ 1 -0 nd S , �o .c� Date Called : (�' �' n A l 1 Special Instructions: / Date Wanted: Requester: Phone No: 0 "'1 v6 - 2 fig' - 3 d3C INSPECTIO NO. INSPECTION RECORD etain a copy with permit o PERMIT NO. IQ, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. z" Inspetor: { L Date: 9 _ 2 _, _ 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1 COMMENTS: -.. _ it , t i_ p) ''..) :- ' i i / AA Type of Inspection: i ''. P 1 ?-f .. / ...-- 64 L (/ t 'LY AddresS: 1 4 , ( Date Called: I ( ... 0 .\ . (,..! /... ,::[. C Date Wanted: , ' --/ - , ,_.) ; . / _{.., - ( P -- S .6) t- ...-\ , e 1 i Phone No ,-I- - - ;: 2 -:.) -5 k Project: r . -.. _ it , t i_ p) ''..) :- ' i i / AA Type of Inspection: i ''. P 1 ?-f .. / ...-- 64 L (/ t 'LY AddresS: 1 4 , ( Date Called: I Special Instructions: Date Wanted: , ' --/ - , ,_.) ; . / _{.., - a.m. Requester: .,-- Phone No ,-I- - - ;: 2 -:.) -5 --, • ?. ) - .i (-)._) (Y 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 001( PERMIT NO. Er orrections required prior to approval. Date: c r ". Inspector: . V: ! I ).-. „}i ' El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 1 J n 0) / dr 3 nee-As p A,^: c. to 04044? Address: 1 / 4 7 / / acSTea 0 j2 Date Called: ao f A- lo 1 /lee _Si ( )K,e ASj ' J . ' S I A A Ai P. r „, - it 1,0 .-- L f 4 I • -3 1 .3 1— - id i I (,J k pt 4_" 5 -P 03/? — .4- r 32_ ed-s SANafGe Af 4r, rQ A4 -3 car . S E 4 i ;, y er - i&e (. JA. 1 Project: £7c S7 O D ,'T ? c'9G Type of Inspection: F >" 9eee6e-aey / 6, fr:'A// Address: 1 / 4 7 / / acSTea 0 j2 Date Called: Special Instructions: o S� 1 t 035- 859 _,ao....,....2.....<5- Date Wanted: O — C m5 °I Requester: Phone No: 3634° 4As INSPECTION NO. 0 Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit .608-4/10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION «— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36V0 Corrections required prior to approval. 1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I COMMENTS: 0 Yr r 4q Type of Inspection 66-, t A l Addres : el-4 to s ' Dr, 4. Date Called: -4 Special Instructions: Date Wanted: _ Z A - J � �^ ` p.m. Requester: Phone No: _ 10 6- �} 2 — .3 '1 ` r A !J,, : J u. - , ) K.. - 7----2) e--o uf K c(e a CO A-W Pm M R i `, p /.) .) /k •— pef Probe t: 6 4 , c 7 tO 0 Yr r 4q Type of Inspection 66-, t A l Addres : el-4 to s ' Dr, 4. Date Called: Special Instructions: Date Wanted: _ Z A - J � �^ ` p.m. Requester: Phone No: _ 10 6- �} 2 — .3 '1 INSPECTION RECORD Retain a copy with permit INSPECTIO 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. Inspect�r: Date: • 74•-d • ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: ' /I 4./ p/d J 4'( (...J1 ti JA ?l/U c (nj M e f rei c %. eer A 5p ?4- A' ; 51)& -, X _ ,kicij S D c.` Af n Q .) N,'' Jn P-/N1ti k r ( b C_ BA Le )F PA,f)r. 1 9, c ) IL- (L' , li 0 tA - Nrk L.k) G.J t A 1 3,)..)--e - AOC,-k i D : rexikkAA'A f' n} ( U /LJJ_.),!)'f, __ Tke A.c.,4 wJ(k -- t,L1 0!i?. e45 5clP�• f JM pr�.JU2 . Phone No: S Project: dd�I� o0)7/0 Type of Inspection: EPA rh n/ Add s : v p 12// a n o Date Called: Special Instructions: � � L " -A . _1 a .) • i'4 ' J i`) I I!• I _,.At .' 1 1.,, ti n / I S ' '� A ` 4 , . - ! Date Wanted: r Q -- / 7- a : i Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 bob -V6 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ( J Date: p $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No,: Date: A Proj ot: s�a 6 P �� ,�� n T ype of Is ection: 1 ft Date Called: Address: --l4 ' co st - J r, V e Special Instructions: f?..+,� .-... ,r•� � Date Wanted: ,? to —ft _.- O f{ p.m. Requester: Phone No: (P 24-s- ` 304 9 INSPECTION NO. 1 .[DAppro . Vecipepairplitible codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. I \V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: 6 51-►. / - -mot- / s ❑ $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: D 0Y-44147 ❑ Corrections required prior to approval. COMMENTS: , � ( 11 oll d J,4 ( - a � r�.)I°TC6' F.`7 (o' g(s.3 .t5-Z ' � 8e e • 3 (,r! J & 0 A 6-1(e f,r7J/I 1116. • -J uAdt/ri L1All r 1,J Arri -I .S `7"4i 4 G . �.`" 7`v b l i .% Jf fJ ar -f Ty_ f J" l r "-^ 71 poi d v i- Aid dt' kl." j . n e6 t ii6 Sm et-. '- (' G j_ Q . -A., 8..S / „ - (- r pie -1;149e4 z ( ,-. r :' , /-1. . - lz `f • 4 ..,.e SJ ,s 2c l0 (,n i .5 , 1da f 6dCt 6Cn ► , G t,.' P A r Q j J-.e._ s , v `'i f - Project: 60 51 i Jiro - .n( Type o Inspe Lion: Addre s: 4 ( t� /- 0 o� D Called: Fr�.�„ ( Date Wanted: --ID; 4 - - J I p:m. Special Instructions: Requester: Phone No - Z 5 5 - 3 0 1 7 1'7 �l Ilk INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT & � 1 CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431 - 3670 El Approved per applicable codes. • Receipt No.: Corrections required prior to approval. Inspe o'r: Date -t4 - J y ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: Type of Inspection: F4--- ,A , , k I: 0,, I i 0 F,;1,... /.591. ---- --- 1--: , ,-, .) : - 1 - ' ■.), +- ::),--, I . (lei.< Special Instructions: A- c_o-, — Al ec. k.4 0; (- c, i F; -lc, Ok, --- Dok- '-f, c_L -- ).,0 1. =:*- F , P --- 1 c.).9- 3c) g r r., A i hi:- - ... i )e : I, 1 ,-) 7 s 0 k. Project: '--- 0.5. 4.- ( C. t„../ , ( 4. : Type of Inspection: F4--- ,A , , k I: 0,, I i 0 F,;1,... /.591. Address: ! -it I (":3 Suite #: 1:) Contact Person: 1 , 4.4 ,•4.-:,: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: ri Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit NUMBERS \ — CITY OF TUKWILA FIRE DEPARTMENT Tu kwila, Wa. 98188 206-575-4407 Corrections required prior to approval. Inspector: 5 Date: - - Hrs.: 3 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc , 1/13/06 T.F.D. Form F.P. 113 COMMENTS: T e of Inspection: Address: 4 y, tASl CO tg— Suite #: Contact Person: - Special Instrucctions: Phone No.: Pre -Fire: " Permits: Occupancy Type: � ►� sic" S 6.r.4 , q1 c ¥ 2. 5 1 mil" , 0 �1 i ikf.te `,. 6 hs,, ./.a.* q . a c cfi. : c s,5 4j L - r-r do - 3 — Li y3 1- ... .._ DIv .CO i rso ..3 y I 1 J - : .--- s Project: tt • �e \eo opt, C_(L." T e of Inspection: Address: 4 y, tASl CO tg— Suite #: Contact Person: - Special Instrucctions: Phone No.: Needs Shift Inspecction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: " Permits: Occupancy Type: " �5:. 7f- �R?RJS'. 1A, XC5St} t4:: s1`_".`{4Y+7 �•tL"�= +tt.Gf...xbJ.,F. °. .'+1t.4,h•- 'v -�''kr "•.:. t. Wem` xi• d" M_` �hv(_l; Qdyf. Y..,^° cb. zra•X>` Wtc+_?= FvdSY+ n:' R? r,Fr�r..ih+V.•i�.as?S,�ti'4x>.i • INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 0.o, 7 Hrs.: W/ n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • Project: C 5,- Opp e At— Type of Inspection: • .Spa Address: LI ti I C oS1 Go Tht Suite #: ; . Contact Person: Special Instructions: I Phone No.: Needs Shift Inspection: , Sprinklers: . _ Fire Alarm: , • Hood & Duct: • -....... ••■••t .---, , Monitor: Pret Permits: Occupancy Type: SYM INSPECTION NUMBER CITY OP TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 _Wpproved per applicable codes. Word/Inspection Record Form.D6c. INSPECTION RECORD Retain a copy with permit 1/13/06 002.-940 PERMIT NUMBERS Ccirrections required prior to approval. COMMENTS: S nl v t,r - 34 zzo,r(0-1 rvo oX- - -to Cep fispector: Date: 7.• 8 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 IJ • a- 1• 1 . . COMMENTS: Sprinklers: Type of Inspection: Hood & Duct: Address: y y / a' Suite #: (A r A IV ieo / -40,zo -- OK 7--r, C a J --- Contact Person: E ; N' - l itet 1 5T. ..I T 7 € /760 2. '12 i . .� /.5 !c- - OR Aio C? 1 T c2. Z_3Z.. Pte,) Phone No.: 2s; - 3)0- 29- /1 -bn17 D A- r1 r A leggr,f4914 i l f eo -- 6e- 6-)K - T7) CO /V.1 }-P7 E, l - au _ Z5 S i5fi !firm I - O G ,Un P. I lloo �� 26 F (Aea-k) Project: _Co,Tco OFT, c A c.. Sprinklers: Type of Inspection: Hood & Duct: Address: y y / a' Suite #: S -LV -- „ Contact Person: E ; N' - l itet 1 5T. / , t Special Instructions: Phone No.: 2s; - 3)0- 29- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Date: . 2 . 0 1 Hrs.: 2, -----.Inspector: .Vi r / 5 z . W / �. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from , 4' the City of Tukwila Finance Department. Call to schedule a reinspection. i T.F.D. Form F.P. 113 NNW We get buildings built. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. May 22, 2009 MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, WA 98004 ATTN: George Runne RE: Costco Optical Laboratory — Tukwila, WA 441 Costco Drive Building Dept. Comments Development Application #D08 -460 George: We have received a copy of the Building Department Comments for the "Porta- Fab" interior enclosed ceiling structure as well as copies of sheets 1 -5 shop drawings, dated 02 -24 -09 for the Porta -Fab structure and supporting calculations 1 -30, dated April 22, 2009 from Daniel W. McGinnis. Based on a review of design dead and live loads and column reactions on the slab provided in the calculations, we conclude that the original 6 inch thick slab on grade reinforced with #4 reinforcing at 18 inch centers and chaired up to slab mid - depth, with a sub -grade prepared for a minimum 500 psf live load (See attached shell building plan and general note excerpts) is structurally adequate for the given reactions on to the slab. Sincerely, EN, INEERS NORTHWEST, INC. P.S. aniel M. Lake, P E. S.E. Senior Project Engineer DL:jk ENW Project No. 96- 083003 1ON X10,! REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 0 2O9 City of Tukwila .! JILDING n"' "`"q, CORRECTION LT•R# I • • • •• my/MLA MAY 2 8 2009 PERMIT CENTER °' 4 4 (10 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com 0 ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # SUBJECT ����\\ j � 6869 WOODLAWN AVE. N. E., #205, SEATTLEE,, WA 98115 (206) 5257560 FAX (206) 522-6698 o� �J C. D 8.3 . W3 PROJECT ( /S � ' [� �C CO LA opal, G / /t " & d T SHEET OF 6" 5*(4 /40VP Gv / /P - ' w 6 4 A. 3, ouaBy c6ZLit n e ,3s 3;3 3, 4 — lAcS W l¢K -Zco e ? • ?-• 2.1. u. 'a - ag z 2 to K r 1 el 0� fi ' Sao I I 0, O4 6 / ( // z✓19ti S LAO 1 O, 5// k-SL a k. DATE , 5 - 2J o ' /Lc,¢. sly I- ;0 c- cJ 6ypfbi n c G61/v" 44'3 7■Pif 21, Vvv°) I'f 29 y�'1 Y9... , 1 , j 2 ., z !..6-6, 4- 6 G, dL C ' Z ` K • /2, e;loQ• i • J6 ✓AXow Z /00,1 3 sue ,.W 4 /LA i #4 `s r 660c 7 7s'e ' z - 2 , - b� z 'S; 2G ` (a ;. ! A , 0 ?-sL(5, i9 0, z t ; D; 4 t k; I, S 2 - Z 06 w/ ,36/ 7 ; I Si D %08 3 ORf C„ ;/m-Ci tx,f/L7-10z AIM FOU N•D.ATI.ON THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE• SOIL BEARING CAPACITY OF 2000 PSF, IN ACCORDANCE WITH SOILS REPORT (0975038.R) DATED JULY 18, 1996 PREPARED BY GEOENGINEERS, INC OF REDMOND, WA. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON COMPACTED STRUCTURAL FILL. SEE SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO E FOUNDED 1' -'6" MIN. BELOW FINAL GRADE U.N.O. ALL INTERIOR FOOTINGS TO BE FOUNDED 1' -O" MINIMUM BELOW TOP OF ADJACENT FLOOR SLAB. A COEFFICIENT OF FRICTION OF 0.35 BELOW rO0TINGS AND SLABS, PLUS A PASSIVE RESISTANCE OF 300 PCF MAY BE USED TO RESIST LATERAL LOADS. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN O ACTIVE PRESSURE OF 35 PCF (NON- EXPANSIVE BACKFILL) AND A 250 PSF SURCHARGE WHERE 'MUCK TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND ► i :IOR S • _ _ _ _. = _ : ON SOILS elaaiLPfl PER AND APPROVED BY SOILS ENGINEER . `" A AN ALL•WABL CAPACITY OF AT LEAST 500 PSF. O 0 I i I , 96,o63 afic,-.44/440 formiMadiv /WO() Si efe .frO 6" CONCRETE SLAB ON GRADE OVER SUB—BASE PREPARED PER SOILS REPORT. SLAB REINFORCING #4 18"o c EACH WAY. (CHAIR 3'-0"o . _CO SLAB MID—DEP TOP OF SLAB IS © REF. DATUM ELEVATION O'—O" (U.N.O.) SITE ELEV. PER, CIVIL ENGINEER Project Location: Tukwila, WA Building Code: 2006 International Building Code Seismic Parameters: Fa = 1, Fv= 1.5,Ss = 1.6,S1 = 0.55 Stud Type: Omniflex 300+ ^: Y McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 1 OF 30 CALC. BY: DWM DATE: 4/21/2009 PF 29 -45149 Costco REVIEWED FOR CODE COMPLIANCE A ® • t OVE JUN 10 2009 City of Tu BUILDING DI os? -Axo no, o4 Unit Geometry: Overall Width: Overall Length: Story Heights: oaAr V AVM .L. g el �! h, := 12-ft L := 406.5•ir B := 1023.5•ir 1 el (Slab to deck) 1 DL := 7.ps1 LL := 25-psi I WTpanels 5 'Psf Dust Cover Gravity Loads: a crtY MAY 2 8 2009 PERM CENTER CORRECTION LTR# I (Uniform Weight of Panels) Ok _2_04±_4(00 • McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 2 OF 30 CALC. BY: DWM DATE: 4/21/2009 DUST COVER DESIGN (Ref: SDI Design Specification and Deck Manufacturers Catalog) DUST COVER PROPERTIES; Dust Cover is: DESIGN: Deflection: At Section Modulus: Moment of Inertia: Uniform Load on Deck: w-r := (DL + LL) -1 • ft 1v1 Flexural Stress: :_ — S Allowable Flexural Stress: Fb deck 0.60•Fy. deck Since L / ''LL = 192 >= 180 OK (Deck :_ "1.5B22" S := 0.186•in 'deck 0.169•in4 Number of Supports Deck Spans, n: (use either 1, 2 or 3) Maximum Moment: M := if(n = 3,0.10,.125:: 2 C � ))'NTL'Ldeek (Since Fb_deck = 19.8 ksi >= f = 17.2 ksi OK Edeck'Ideck Deck Span: Yield Stress: Modulus of Elasticity: 5 4 if n = 1 , 384 ,if(n = 2,0.011,if(n = 3,0.0059,0)) •LL•1- ft•Ld lb = 32 ft n := 1 M = 267 lb-ft fb = 17.21 ksi Ldeck 98 -ir Fb_deck = 19.8 ksi ALL = 0.511 ir Fy_deck:= 33•ksi G Edeck 29.I0-psi Angle Size: L3x3x3/16. Material: A36 Steel Yield Strength (ksi): 36 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 3 OF 30 CALC. BY: DWM DATE: 4/21/2009 CONSIDER 3x3 LOAD BEARING ANGLE Uniform load on angle: Consider angle as 3 span uniformly loaded member: Angle span: span, := 48 -in Reaction: R := 1.10- w R = 575 lb Moment: Angle section modulus: Flexural Stress: w := (DL + LL)•b Z Sangle 0.441 - in` fb mangl Sangle Tributary width: fb = 5.69 ksi Allowable Flexural Stress: Fb__allow 0.6 Fy(mat) Fb_allow = 21.6 ksi 98 b := —•i n Mangle := 0.I•span - •w a w 131 _lb ft b =4.08ft Since Fb allow = 21.6 ksi >= f = 5.7 ksi OK Use L3x3x3/16. - A36 Steel M ang l e = 209 lb ti Uniform Load Data Number DL (kip /ft) LL (kip /ft) a dist. (ft) c dist. (ft) trib. wt. (ft) Description Self Wt. 0.01 0.00 0.00 0.00 0.00 Beam Dead Load w1 0.06 0.20 0.00 0.00 8.00 Dust Cover Load w2 0.00 0.00 0.00 0.00 0.00 0.00 w3 0.00 0.00 0.00 0.00 0.00 w4 0.00 0.00 0.00 0.00 0.00 w5 0.00 0.00 0.00 0.00 0.00 Concentrated Load Data Number DL (kips) LL (kips) a dist. (ft) Description P1 0.00 0.00 0.00 Design Moment, (pMn (kip"tt) P2 0.00 0.00 0.00 L / 5070 P3 0.00 0.00 0.00 0.107 P4 0.00 0.00 0.00 P5 0.00 0.00 0.00 Shears, Moments, & Deflections Max Factored Shear, Vu (kips) 2.25 S„ Design Shear, y^Vn (kips) 30.41 OK Max Fact. Moment, Mu (kip *ft) 6.32 (in Design Moment, (pMn (kip"tt) 33.26 OK Max Dead Load Deflection (in) 0.027 L / 5070 Max Live Load Deflection (in) 0.081 L / 1673 Max. Total Load Deflection (in) 0.107 L / 1258 Use: W8x10 Selected Member Properties Shape Area S„ 4 I. b F Y E (in (in (in (in (in) (ksi) (ksi) W8x10 2.96 7.81 8.87 30.8 3.94 50 29000 Reactions DL DL (kips) LL (kips) TL (kips) Factored (kips) Left End 0.37 1.13 1.50 2.25 Right End 0.37 1.13 1.50 2.25 Load Factors DL LL 1.2 1.6 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 4 OF 30 CALC. BY: DWM DATE: 4/21/2009 Beam 1 (Member := "W8x101 Material: Imat := A99 2� Span: IL := 135 ir� L = 11.25 ft Unbraced Length: P L n I b 4 w u L !Lb := 24•irj rrArr R R rilWr Uniform Load Data Number DL (kip /ft) LL (kip /ft) a dist. (ft) c dist. (ft) trib. wt. (ft) Description Self Wt. 0.03 0.00 0.00 0.00 0.00 Beam Dead Load w1 0.04 0.13 0.00 0.00 5.38 Dust Cover Load w2 0.00 0.00 0.00 0.00 0.00 0.00 w3 0.00 0.00 0.00 0.00 0.00 w4 0.00 0.00 0.00 0.00 0.00 w5 0.00 0.00 0.00 0.00 0.00 Shears, Moments, & Deflections Max Factored Shear, Vu (kips) 4.87 S, Design Shear, (,)Vn (kips) 82.62 OK Max Fact. Moment, Mu (kip`ft) 40.67 (in Design Moment, pMn (kip"tt) 150.75 OK Max. Dead Load Deflection (in) 0.251 L / 1597 Max Live Load Deflection (in) 0.531 L / 756 Max Total Load Deflection (in) 0.782 L / 513 Use: W14x26 Selected Member Properties Shape Area S, Z I b F,, E (in (in (in (in (in) (ksi) (ksi) W14x26 7.69 35.3 40.2 245 5.025 50 29000 Reactions DL DL (kips) LL (kips) TL (kips) Factored (kips) Left End 1.06 2.25 3.31 4.87 Right End 1.06 2.25 3.31 4.87 Load Factors DL LL 1.2 1.6 Concentrated Load Data Number DL (kips) LL (kips) a dist. (ft) Description P1 0.00 0.00 0.00 P2 0.00 0.00 0.00 P3 0.00 0.00 0.00 P4 0.00 0.00 0.00 P5 0.00 0.00 0.00 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 5 OF 30 CALC. BY: DWM DATE: 4/21/2009 Beam 2 'Member :_ "W14x26 "' Material: 'mat := A99 2' Span: (L := 401 -irl L = 33.42 ft Unbraced Length: P L L Lb := 24.11 c T RR RR McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 6 OF 30 CALC. BY: DWM DATE: 4/21/2009 Wall Studs Height of Studs: Maximum Reaction: h := h Rstud r= RBeam 2 Allowable axial load for kL = 12 ft and 5psf lateral load P = 4.09 kip > Rstud = 3.31 kip OK TS 3 x 3 x 3/16 Post Height of Post: h := 12•ft Maximum Reaction: R := RBeam Allowable Axial Load: p := 17.8kip Base Plate Material: mat := A36 Aplate R f :_ p Aplate f p = 0.13 ksi 'Stud Type: Omniflex 300+ k := 1.0 kL := kJ) kL = 12 fi m Rstud = 3.31 kip USE TS 3x3x3/16 COLUMNS f t ._ 2. F (See appendix for stud calculations) R = 3.31 kip t = 0.18 in McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469-6460 Fax: (314) 469-0319 JOB: Costco PF29-45149 NO. 16997 SHEET NO. 7 OF 30 CALC. BY: DWM DATE: 4/21/2009 Recessed Beam Connection R := RstuC bplate := 6-in Per inch of plate: R = 3.31 kip t p a t e := 0.75•in R lb r := r = 551.37 — bplate in arm := 2.5 in S t 6 := 0.1667 p d 'tplate 2 := r•arm M fb Splate CONSIDER WELD OF BEAM TO PLATE 5.75 in A:= R• 3-in Required length of weld: 1 t := 7-in F, := 60- ksi A A = 6.34 kip lweld t In tvl 1378.441b— in in S p i ate = 0.0938 — in 'weld = 1 i n mat := A36 twmt1tir- 11.0" ti RFCISSFD BFAM f = 14.7 ksi Since fb = 14.7 ksi < 0.75-F = 27 ksi OK tOSER llj E PIC1C11(1) 111 KID IT run KITE 5/Ef cLA rosir Since ce ld = 1.99 In < b = 4 in. OK Provide 3/8" weld all around in Use t P a t , = 3 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 8 OF 30 CALC. BY: DWM DATE: 4/21/2009 Lateral Load Analysis Seismic Loads Overstrength factor: 0, := 2.5 Determine Structural Dead Load: Ws Deck Dead Load: Plan Area: Deck DL: Wall Dead Load: Uniform weight of walls: Length of walls: Wall Dead Load: Total Structural Dead Load: W Use equivalent lateral force procedure for design base shear S.;S := Fa -eq S, S•1s = 1.6 SDS; := 0.67•5M5 SDS = 1.07 R := 6.f C := max IE := 1.0 min Cs 3 Seismic governs lateral loads C := 0.020 Internal Wind Pressures and Loads Using a 5 psf lateral internal wind pressure: Sid Fv_ey S1 5 D1 = 0.67.5.11 SL1 C 5 = 0.165 W,:= W I + W2 := ho•ft I Apia, 2750•ft` Apian = 2750ft` WI : = D:_ Ap,a, WTwalis 5•psf walls 2Bo +2L0 W2 WTwaiis•I-walls•ho"n 5 W, = 7150lb 5 1.11 = 0.83 SD1 = 0 -55 h„ = 12 0> Si C CsWs V :- I.4 h .= 5"ps1 7 5o T := Ct'hn 0 ' 75 IV = 3.11 kip vwind = 2.5 kip W I = 19250 lb Lwalls = 238.33 ft W = 26.4 kip C - =0165 C = 0.650 Cs 3 = 0.042 T = 0.13 r- McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 9 OF 30 CALC. BY: DWM DATE: 4/21/2009 DUST COVER DIAPHRAGM Diaphragm Width: Diaphragm Length: Equivalent lateral load: Strut Reactions: R Maximum Shear in diaphragm: Maximum moment in diaphragm: Chord Forces (T = C): Diaphragm deflection: w• B o := B L := L V w:= — 13 w. B R vmax L, Mmax Tchord - w -5 o 2 8 Mmax L Sidelap fasteners: Number of sidelap fasteners per span: nsideIap 1 Deck span: deck_span := 8-ft = 0.3m K2:= 870 DD = 220 G' lb w = 36.5 IR = 1555 lb lb Am = 46 ft Mmax = 331571bft I Tchord = 979 lb Diaphragm and Fasteners Design Strength: Roof deck: Deck := "1.5B22 Deck" Fastener layout: Layout := "36/4" Support fasteners: Fastenerssupoort "i#12 TEK Screws" Fastenerssidelap "#10 TEK Screws" For 1.5B22 Deck w/ 8 ft. span & #12 TEK Screws- support fasteners w/ 36/4 pattern & 1 - #10 TEK Screws sidelap fastener /span: - 0.106 it deck._span•ft I K2 V' ,. lb sallow := 100- - ft kip 0.3•DB _ I in 3.78 -+ 3 K., deck_span•ft Since vaiiow = 100 lb /ft >= vmax = 46 lb /ft OK kip G' =926— in McGI•NNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 10 OF 30 CALC. BY: DWM DATE: 4/21/2009 SHEAR PANEL DESIGN HOLD DEN AWYET TYPICAL SOLID SHEAR PANEL Shear Panel Analysis 7 _012-14 x 1 1/4 HMI 1[ I( 3 CREWS 17 Q.C. ALL 1 )RGIJHO SHEAP. PANEL, F SHEET STE EL V R Sheet steel conforms to ASTM A653 CS Type B Screws are #12 -14 x 1 -1/4" HWH TEK 3 F Y :_= 30-ksi := 55-ksi Determine allowable Shear load based on the following criteria: (Reference: AISI Specification for the Design of Cold- Formed Steel Structural Members) McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 11 OF 30 CALC. BY: DWM DATE: 4/21/2009 Section E4.3.1 Connection Shear t = Thickness of the member in contact with the screw head t = Thickness of the member in not in contact with the screw head F = Tensile strength of member in contact with the screw head Fu2 = Tensile strength of member in not in contact with the screw head P = Nominal shear strength per screw Q = Factor of Safety ASD S2 := 2.5 t := 0.0359•in t2:= 0.0359-in Screw Number Designation: Screw_Size := 12 Nominal screw diameter ds;,rew = 0.216 in t2 P = m i (Omniflex studs - 20 Ga. Steel) (Shear panel sheet steel - 20 Ga.) 4.2'( t2 3 -d., c , AN ,) • Fu2 2.7•t1 dscrew"Fu1 2.7 t2 dscrew•Fu2 Allowable shear per screw: Screws are spaced at 12" c/c along the perimeter of the steel panels, therefore the maximum allowable shear per foot is equal to the allowable shear per screw. vallow P "allow = - lb Pns Pa. Q. — P = 292 lb F u1 F u F 55 ksi Fu2 Fu Fu2 = 55 ksi Pns = 730 lb Reference equations E4.3.1 -1 thru E4.3.1 -3 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 12 OF 30 CALC. BY: DWM DATE: 4/21/2009 Consider individual shear panels Total shear in side of wall: R: Number of shear panels in wall: n: Width at base of shear panel: b Panel Height: h Shear at top per panel: V Shear per foot of panel: v Since vauow = 292.1 lb /ft >= v = 129.6 lb /ft OK IUSE 3 SHEAR PANELS PER WALL SHEAR PANEL ANCHORAGE Uplift force: T 1 :_ V-h v 48-in•2 + 34•in R = 1.55 kip In := 3 1 b := 48. in h 12 ft R V:= — n V v := — b T =574lb V == 0.52 kip Ib v =130fi See calculations at end of set for anchorage design using Hilti KB TZ SHEAR PANEL ANCHORAGE (Wall Section D /2) Uplift force: T \'-h 3 :_ 48•in 5 T = 933 lb See calculations at end of set for anchorage design using Hilti KB TZ (See Diaphragm Reactions) McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 13 OF 30 CALC. BY: DWM DATE: 4/21/2009 SHEAR PANEL HOLD DOWN STRAP For 1 - #12 screw in 20 gage sheet metal: Valiow 292-lb Number of screws required: NSCfew: T•Q , N sc'ew Collector Splice: fallow USE Nscrsw = 8 #12 - 14 x 1 1/4" HWH TEK 3 SCREWS MINIMUM Tcs Tchord•C/s Number of screws required: Use 12 - #12 TEK screws Tension capacity of strap: 1\1, raw = 7.99 2447 lb Tcs Nscrew " N screw = 8.38 v allow = (i.6 33 ksi 0.059 in. 3 in Tstrap = 3505 lb ok McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469-6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 14 OF 30 CALC. BY: DWM DATE: 4/21/2009 Omniflex 300 Stud Calculations Element Numbers • ;aud 1 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 15 OF 30 CALC. BY: DWM DATE: 4/21/2009 Omniflex Stud Section Properties: Thickness 20 Gage Steel: Depth of Stud: tstud 0.0359 "in � dstud := •-- . in Gross Area: A := 0.684•in` Gross Moment of Inertia: I := 0.901 .in4 General Design Properties: Modulus of Elasticity: E := 29000•ksi Yield Strength: Element Width (B) and Thickness (t) f3 0.785•in t1 := tstud [39 := 2.176•in t9 54 := 1.071 •in t4 := tstud 811 1.421 .in t11 tstud 136 := 1.421 .in t6 tstud 613 1.071-in t13 tszud Bg := 2.176•in t8 := t 616 0.785-in t16:= tstud Consider stud corner elements: Astud corner ix_ s'..0 orner — ( +t st, d) = 0.00002 I I n F 33•ksi rstud •054 it Gross Section Modulus: Radius of Gyration: Neutral Axis: S 0.563•in = 1.15in yb ar := 1.6-in fj (rstud +tttud) — x - rst(1d tstuc 1 dy dx — 1 dy dx • O stud . O J( ) rstud " tstud) — — ( ' " stud +tstud) 0 ydydx — — 'stud (1 ybar_stud_corner JO J( - stud 4.t stud) 2 — x, O N r :,: d tsrud 1 dy dx (rstud +tstud) O — 'stud 0 O ('stud + tstud) 2 — x, yJ _ dy dx. (1 y dy dx 1 dy dx Astud corner = 0 in` Ybar stud corne- = 0.05 ii I 2 2 I ,' dy d + Astud_ corner "yba: _sru.1. -over I McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 16 OF 30 CALC. BY: DWM DATE: 4/21/2009 Determine Allowable Axial Strength (Ref Section C4 - Cold - Formed Steel Specification) In order to determine the effective area, first determine F F is the least of the elastic flexural, torsional and torsional - flexural buckling stress determined according to Sections C4.1 through C4.3. Since the stud is braced against torsional and flexural torsional buckling by the wall panels, consider only Section C4.1 - Sections Not Subject to Torsional or Torsional - Flexural Buckling Length of section: it -E F := / . x r \ x F Determine factor Xc c — F Determine stress F F := if (L := 12.f 0.877 ? <_ 1.5, 0.658 Determine the effective area at stress F Consider elements 1 & 16: 1.052 w Fn :_ — tstud E 0.22 1 p 1 A. X Bi := if(1. <_ 0.673,w,p-w) F = 18.25 kst 1.052 ( w Fn :_ tstud � E p: =(l - 0.22 I ?� B4 •= if(?_ <_ 0.673 , w , p w) Effective length factor: ■ A. 4, = 1.34 F F = 1.5.48 ks Element is a uniformly compressed unstiffened element - Section B3: X = 0.8 I p = 0.9 By = 0.706 it Consider elements.4 & 13: Element is a uniformly compressed stiffened element - Section B2.1: = 0.36 p = 1.08 1 f3.4„ = 1.071 :r k, := 1.0 w: =B, w:= 54 w = 0.79 in (Eq. C4.1 -1) (Eq C4 -4) (Eq C4 -2) (Eq C4 -3) w= 1.07 in f k := 0.43 k := 4 IYIcGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 17 OF 30 CALC. BY: DWM DATE: 4/21/2009 Consider elements 6 & 11: Element is a uniformly compressed stiffened element - Section B2.1 Allowable Axial Strength: 1.052 r w Fn A= � — V T( tstud E 0.221 1 p: =(1- I A, 56e := if(X S 0.673,w,p'w) 1.052 / w \ F n :_ — J k ,tstud E ( 0.22 1 p := II- ), 5 8e := if(a. < 0.673,w,p•w) 1 P Aecomp'Fn' S2c = 0.48 p = 1.13 56e = 1.42 it Consider elements 8 & 9: Element is a uniformly compressed stiffened element - Section B2.1 = 0.74 p = 0.95 58 = 2.07 it Determine the effective area for compression: A:; _comp :_ [(131e + 54e + 5644 + 5 8e' 2 ]'tstud + Astud_carner' 16 Effective Area for Compression: Allowable Strength Compression Reduction Factor: Ae comp - 0.67 in` O := 1.8C P = 5.80 kip w := B w:= v8 w= 1.42 in w = (k := 4 k := - McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 18 OF 30 CALC. BY: DWM DATE: 4/21/2009 Determine Allowable Flexural Strength (Ref Section C3 - Cold - Formed Steel Specification) Determine elastic section modulus of the effective section calculated w/ extreme compression or tension fiber (a. F Y ; It is assumed that the neutral axis of the effective section in bending will be located within the bottom half of the section. An initial assumption will be made for the magnitude of stress in the extreme tension and compression fibers of the stud. Assumed value of stress in the compression flange of the stud: Assumed value of stress in the tension flange of the stud: Determine the effective area at assumed stresses: Consider element 1: Element is a uniformly compressed unstiffened element - Section B3: n:= 1.052 w Fn 41, tstud E 0.22 I 1 A. X. 61 if(X < 0.673,w,p•w) Consider elements 4: Element is a uniformly compressed stiffened element - Section B2.1: p = :_ :_ 1.052 1.052 / w tstud 0.22 I p : = ( 1 — A. A 0.22 I p := I — ). A. / w Fn tstud F E [ / 64e := if(a. <0.673,w,p•w) Consider elements 8 & 9: Element is a uniformly compressed stiffened element - Section B2.1 If(). 0.673.w,p-w) = 0.81 p = 0. 61 = 0.706 ir = 0.36 p = 1.08 64 = 1.071 ir = 0.74 p = (1.95 Fcomp Fy F. ension 32-ks w:= 6- w := 6? w = 0.79 in w = 1.07 in w= 2.18 in k := 0.43 1k := 4 k := 4 IYIcGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 19 OF 30 CALC. BY: DWM DATE: 4/21/2009 Consider element 6; Element is a stiffened element w/ stress gradient - Section B2.3 Determine the stress gradient (slope): slope :_ Determine the magnitude f l 6 := F comp - slope (t d + 'stud) of stress f Determine the magnitude f2_6 := F comp - slope - (dstud• 0 ' - tstud - dstud of stress f Determine variable yf: Determine effective width b r 0.22 I p: = + 1 -- — `` e ,:ornp �r B6q (3 -yr) B6 := if = 0.94 it 13 6e yr :_ f2_6 f1 6 1.052 ( w f tstud ) E Bre := 0.673,w,p.w) Determine compression portion of the element: ( f2_6 f2 6- 0- ksi ,B6+ ,136 slope 113 6A = 0.49 irl – f2_6 0-;fl SIODe r yr = 0.07 - 0 i.. Ftension + Fcomp Determine plate buckling coefficient, k: k.= 4 + 2-(1 - ■11) + 2-(1 - yr) a. =0.5 p = 1.12 dstud 136e = 1.42 it 5. 6_comp = 1.42 in w := BE w = 1.42 in ksi slope = 20.31 — in f1 = 31.17 ks f2 6= 2.33ks k = 7.44 B B– comp f2 6 <_ 0•ksi,ifl ■r <– – 0.236, 2 .56 –comp – 56A, • y < –0.236 , 8;,,. – F36 + 56: 8; 1.422': McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 20 OF 30 CALC. BY: DWM DATE: 4/21/2009 Consider Element 11: Element is a stiffened element w/ stress gradient - Section B2.3 Determine the magnitude • of stress f Determine the magnitude of stress f Determine variable 1I1: 3 Determine plate buckling coefficient, k: k : - 4 + 2 (1 - , t,) + 2 (1 - w ) Determine effective width b _ 7 � w f1_ 11 tst 1 dj E 0 22 1 p. —1 1. ) X 5 11e : if(?_ 5 0.673, w,p•w) 1 , ; o m p • i f 51• A .05 1 ii fi_11 Fcomp — slope•(dstud'0.5 + tstud + rstud) f2_11 Fcomp — slope•(dstud — tstud — rstud) f2_11 yf: — f1 11 5 11e O'ksi ( ' — V I) — = 22.75 - 5 11e= 1.42 ir Determine compression portion of the element: p = — 56729.21 ( f2 l l f1 11 <_ O i;si in,if 11 5 0- ksi,13ii 4- p • slo e / / 511 5 1' 5 11 cane 5 11_comp — 5 11A , 5 11B) ( - f2 1 511,,:= i { If 1 1 50-ksi, Du, if f2 r S0-ksi, ,0 in slope j 5 11A = O it 5115 = 0 it 51 1C = 1.42 it w:= 51, Ik -- — 20629.02 5 11 _com p 5 11 com if f^ ! 5 O ksi,if iv 5 —0.236, ,h11 comp — 51'A l ,if vii 5 —0.23 f1_11 = —1.33 ks f2_11 = —30.17 ks = 0 in 511�, + 5 115 + 51 = 1.42 ir w= 1.42 in J McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 21 OF 30 CALC. BY: DWM DATE: 4/21/2009 Determine if proper tension and compression stresses in the extreme fibers were assumed by calculating the location of the neutral axis based on the effective widths determined above and comparing the actual and assumed neutral axis locations. Location of assumed N /A: slope Determine distances from bottom fiber to centroid of each element: Yl dstud - tstud _ 2 rstud 1 tstud .0.5 Y2 dstud tstud ' dstud - -' cornsr Y3 dstud - tstud ` dstud Yl jr s * _u ; - .orner Y4 dstud - O . 5. tstud Y5 y3 Y6A dstud - tstud - rstud Y66 dstud -0.5 + tstud + r + 860.5 y 6c if8,_� = 0 in,0 in,d, (i 5 r t Y7 dstud' + tstud + 7 ud - Yl nr Y8 dstud•0.5 + tstud-0.5 Y9 dstud•0 5 - t. 5 Y10 d-,tud• - tst - r, PIA .= dst.;d' - tstud - r svu:; - 5 ∎1t' 0.5 F ;ump Y11i3 dstud - s lope + 8115'0.5 Y11C tstud + d stud 15 110- 5 Y12 tstud + dstud r YbDr Y13 tstud 0.5 Y14 = tstud + rstu;; Y15 tstud rstud Y16 tstud + rstud• 2 + t YNA assumed + . ✓: l _c UJ'i C..ormer Ftension r s_ i1 4 0 . 5 5 61:) YNA assumed = 1.58 in Y1 = 3.07 in y2 = 3.06 in Y3= 3.16 in Y4 =3.18in yam -3.16in Y6A = 2.$7 in Y60. = 2.16 in Y3c= oin y7= 1.64in y8 = 1.62 in y9 = 1.58 in y1(, = 1.56 in Y11A, = 1.51 in Y11B = 1.58 in Y11C = 0.8 in Y12 = 0.04 in Y13 - 0.02 in Y1a = 0.04 in y,5= 0.14 in Y16= 0.16 in McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 22 OF 30 CALC. BY: DWM DATE: 4/21/2009 Determine effective areas for each element: Al 61e'tstud'2 Al = 0.05 in A2 := Astud corner.2 A2 = 0.01 in` A3 := Astud_corner 2 A4 := 54 tstud -2 A5 Astud corner • 2 A6A :_ 5 6A'tstud " A69:= 5 6B "tstud -2 A6C:= 13 6Ctstud 2 A7:= Astud corner' A8 := 138e tstud A9 := 55, stud A10 Astud corner " denominator_2 := A11A + A11F, + A110 + Al2 + . - 1.58it A3= 0.01 in A4 = 0.08 in` A5 = 0.01 in A6h = 0.03 in` A65 = 0.07 in` A60 = 0 in A7 = 0.01 in` An = 0.07 in` A9 = 0.07 in A10= 0.01in Determine actual neutral axis numerator_1 := y1'A1 + y2 "A2 + y3'A3 + y4'A4 + y5 A5 + Y6A + \/69A69 + Y6C"A6C + y7'A7 numerator_2 := Y? A8 + yy + y1 A :0 + Yi : 1 Y1;= Ap` + Y11C'A11 +: + y12'Al2 + y13'A13 + Y14'A14 numerator_3 :- 2;515 + y16 A16 denominator_1 = A +- A2 + Ate, + AA + A^ + Ar; + ; . � + A + A7 + Ap 4- Acs + A10 Actual neutral axis location based on effective widths: 13 + A14 + A15 rllr numerator: + numerator_2 + numerator 3 denominator 1 + denominator 2 A'1A 5 11A'tstud• 2 A11A = 0 in A119 91113'tstud'2 Aug = 0 in A110 := 5 11C "tstud " A110 = 0.1 in Al2 Astud corner"2 Al2 = 0.01 in A13 5 13 tstud 2 A13 = 0.08 in A14 Astud corner" A14 = 0.01 in 2 A15:= Astud corner"2 A15 = 0.01 in A16 := 516 •tstud'2 A16 = 0.06 in yi.l; = 1.59 it MCGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 23 OF 30 CALC. BY: DWM DATE: 4/21/2009 Determine effective moment of inertias for each element: 1 11 : 12 51e' tstud3 + A 1. ( Y1 - YNA) 12 := lx_stud_corner + Astud_corner (Y2 - YNA)2 12 = 0.01 in 1 3 lx_stud_corner + Astud_corner•(Y3 - YNA) 13 = 0.01 in 4 1 3 14 12 5 4e "tstud + A4'(Y4 ` YNA) 1 5 l�:_stud_come + As`ud__orne- "(Y5 - YNA)- I� = (1 (11 in 1 1 6A i= 12 'tstud• 5 6A + A6�, (Y6A - YNA) 1 3 165 := 1 •t + A66 (Y68 - Y144 1 3 1 6C 1 2 'tstud' 5 6C. + A6C'(Y6C - YNA) 1 7 lx_stud_corner + Astud_corner'(Y7 - YNA) 1 7 = 1 3 18 : 12 " + A8'(Y8 ` YNA) - 1 3 - 1 1 9 1' + A 9' ( y9 _ YNA) Iv = 0 in 1 10 lx_stud_corner + Astud_corner"(Y10 - YNA) 1 10 = 0 in value_ 1:= 11 +12 +13 +14 +I5 +I6A +1613 +I6,C +17 +la +la 4 - lin value_2 111A +1116 +111C +112 4- 113 +11,; +1154 "116 I e := value_1 + value_2 Section modulus based on effective widths: I eff = 0.82 in stop dst d - YNA cbottom .= YNA 11= 0.11 in I_ = 0.10 in 113 = 0.19 in ICA = 0.06 in 1 14 .= 1 „_stud_corner + Astud_corne,r "(Y14 - YN 114 = 0.01 in IV r_, = 0.02 in 1 - , _stud_ corner ± A stud_corne- • (Y15 YN 1 15 = 0.01 in 1 = 0 in 1 16 i= 1 ? •516'tstud' + A16 YNA) 1 16 = 0.12 in 0 in = 0 in c = 1.61 in Cbotto . = 1 5Q in Allowable Moment: Allowable Bending Reduction Factor: Allowable Moment: 1.1 := Q.. 5 1 1 11A 1 z'tstud'S11A3 + A 11 A '(Y11A - YNA) 1 1118 12 "tstud " + 11 11BAY115 - YNA) 1 1 11C 1 't stud ' S11C + A 11C' ( Y11C - YNA) 1 12 1 .,stud . coiner + Astud_corne -'(Y12 - YN 1 12 = 0.01 in 11', -'613 1 S?h : == 1.67 M = 2350lb•ft stud + A13 "(Y13 YNA St Sbottom l x_eff stop lx_eff cbottom )2 St = 0.51 in 1 11A = 0 in 1 116 = 1 11C = 0.07 in Sbottom = 02)2 in- McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 24 OF 30 CALC. BY: DWM DATE: 4/21/2009 Studs are located on 4 foot center to center spacing. Determine the maximum moment using a uniform lateral load of 5 psf over the wall panel area: Recall the stud height: Q, := 1.8 P := Find(P) L = 12.0 ft Maximum moment: M (4.ft..5•psfl•L Solve the interaction equation from Section C5.2 - Combined Compressive Axial Load and Bending n 2. E . Ix PF = PE,, = 12.44 k (k C := 1.0 Give a trial value for P and allow Mathcad to solve for root value. P := 1000.1b Given 0. Qb•Cmx•Mmax + — 1 33 Pa / 0 •P M 1 PEx , P = 2875 lb Mmax = 360 lb ft (Eq. C5.2 1 -6) (Eq. 5.2.1 -1) McGQNNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 25 OF 30 CALC. BY: DWM DATE: 4/21/2009 Anchorage of Shear Panels to Concrete Slab Reference: ACI 318 -05 Appendix D & ICC ESR 1917 Maximum factored tension at anchor: Anchor type: Cracked Region: Group or single bolt action: Number of anchors: Type := 2 'Crack := "YES "' Concrete compressive strength: Minimum specified tensile strength: Anchor diameter: Area of anchor: Anchor embedment depth: Minimum edge distance (c1): Anchor spacing: Reduction factor: Steel Strength of anchor in tension: NS := 25.12-kip N5 = 25.12 kip Nu max = 1.4 kip For Cast in Place Anchors - Use Type 1 For Post Installed Anchors - Use Type 2 Action := "Group" n := 2 f := 3000- psi f:,t := 84.8 ks danchor 0.5. A„ := 0.101 in h 3.5-ir c� := 8-ir := 4-ir 4) := 0.75.0.7 (I) = 0.53 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 26 OF 30 CALC. BY: DWM DATE: 4/21/2009 Concrete Breakout Strength of Anchor in Tension: For a single anchor: AN, := 9. hef` AN := min 4'2:= if r cl? 1.5.64,1,0.7 +0.3 - 4'3:= if(Type = 1 , 1.25,if(Type = 2 , 1 . 4 , 0 ) ) P > = 1.4 kanchor := if(Type = 1 ,24.1f(Type = 2, 17,0)) I .5 fc h er Nb kanchor' • — psi in AN N := — 4'2.4'3' Nb ANo For a group of anchors: e'N := I.5.in rr 4'1 := min AN := min 1+ \\ 3h e� r ji (cl + 1.5•h ANo AN Nchy:= AN, 1 cl \ 1.5 her) •lb Nb = 6.1 kip Ncb = 8.54 kip = 0.78 (ci + 1.5.h,f) -(2 1 5-h,f+ Si) n.AN AN, = 110.25 in" AN = 110.25 in 4' 2 = 1 hJ,.h,_. - 11.57 kip AN = 192.13 in2 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469-6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 27 OF 30 CALC. BY: DWM DATE: 4/21/2009 Pullout Strength of Anchor in Tension: := if(Crack = "NO" ,1.4,1.0) `P4 = 1 N 9.145.kip N := `1'4.•N N = 9.1 kip Governing Tension Design Strength: 4)N, := min Ns-n if(Action = "Group" , Ncbg Ncb) Ncbg Nnn 2 = 4.8 kip Since ,;N = 4.8 kip >= Nu __max 1.4 kip OK McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 28 OF 30 CALC. BY: DWM DATE: 4/21/2009 Anchorage to Concrete Shear Capacity Reference: ACI 318 -05 Appendix D & ICC ESR 1917 Maximum factored shear at anchor: Anchor type: Cracked Region: I Type := 2 Crack := "YES"' Group or single bolt action: Number of anchors: Concrete compressive strength: Minimum specified tensile strength: Anchor diameter: Area of anchor: Anchor embedment depth: Minimum edge distance (c1) & (c2): Anchor spacing: Reduction factor: Steel Strength of anchor in shear: := 6.4(15-kip For Cast in Place Anchors - Use Type 1 For Post Installed Anchors - Use Type 2 (Action := "Group" In := 2 f := 4000. psi f 84.8•ks danchor 0.5.ir A := 0.101 •in` h 3.5•ir := 8•ir := 4•ir Vu max = 0.7 kip = 0.75.0.75 c2:= Sir McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469-6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 29 OF 30 CALC. BY: DWM DATE: 4/21/2009 Concrete Breakout Strength of Anchor in Shear (Section D.6.2): For a single anchor: A','o: = 4 . 5 h f� AV := mir V = 8- : = 1.0 A AV For a group of anchors: e'v := I .5-in 1 / \ 1.5 h 1 ds' ud fc c1 = min AV := min A psi in c2 l.5c;.I,0.7 +0.3- \ 1 . 5 •cl / 2 1.5-c- + 541.5-c n . AVo A, 0 I C2 V = 18.77 kip T5 = 0.89 AVo = 55.13 in AV= 55.13 in lb Vb = 20.85 kip 4'h =0.9 = 33.36kip AV = 110.25 in2 1VIcGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 30 OF 30 CALC. BY: DWM DATE: 4/21/2009 Governing Shear Design Strength: (I)Vn :_ „min Interaction equation: (Per AGI 318 Section D.7) t( Vs•n „if(Action = "Group" , Vcbg , Vc Since :V„ = 7.2 kip >= Vu_max 0.7 kip OK r n ( 1 • m j4 l = 0.52 < 1.2 OK 0.75•01„� 4V 7.21 kip' . • . RECEIVED CITY $ TIJKWILA MAY 1 1 Z009 PERMIT CENTER EV15ION Na i Modular In -Plant Buildings The Applications Are Endless 170S PORTA Modular Buildi Sysle ■ Quality, long -term space solutions to maximizing use of available space Pre - engineered modular construction is flexible enough to satisfy any in -plant building requirement. PortaFab provides value -added solutions to help define space needs, so you get the right product for the right application. Getting the most from your space — that's what modular construction is all about. Standardize on PortaFab quality The scope of our modular systems offers a quality solution for every in -plant space need. The unmatched array of interchangeable panel and stud construction choices, plus standard options, gives you a complete building system with which you can control the design and layout of your plant space. Standardizing on PortaFab gives you the highest quality building system that can truly adapt to your growing and ever - changing in -plant space needs. 2 Offices on mezzanine give view of plant floor while allowing multiple uses of floor space underneath. Why modular over conventional? Because change is inevitable. When unexpected changes in business create new demands for in -plant space utilization, modular buildings give you unlimited flexibility in responding quickly — and for much less cost than possible with buildings made from conventional construction. Adaptable and Tough All PortaFab modular buildings feature nonprogressive construction. Interchangeable wall panels, door and window panels let you make changes quickly without disturbing adjacent panels or the ceiling. You can relocate or expand your building inexpensively, as your needs change. Add a second story, attach a mezzanine or expand laterally — your design options are almost endless. Engineered for years of use, even in the most demanding plant environments, modular buildings are the long -term solution to in -plant space needs. Versatile Modular buildings can be accessorized to fit virtually every need — including sound, thermal and fire insulation; unique electrical and lighting spcifications; and aesthetic requirements. Truly versatile modular buildings are completely reusable. If you move, or your needs change, you can take them down, move and re- install them in new locations. Faster, simper completion Plant disruptions are reduced to a minimum. A standard 12 x 16 office can be assembled in less than one day, compared to standard construction which can take several weeks — especially when dealing with multiple contractors. Modular construction costs less to build and to own. You can save up to 35% on initial construction costs, including materials and labor. And, since modular units can be assembled quickly, frequently in a matter of hours, you avoid costly disruption of plant activity, as well. You save again if you expand or relocate your modular unit, as you will decrease or eliminate new material purchases. Also, modular buildings are generally considered equipment and qualify for tax advantages over conventional construction through accelerated depreciation. PortaFab Modular Building Systems A commitment to quality When you select a PortaFab modular in -plant building, you gain a very important plus — the confidence of knowing you will receive the best quality product money can buy. We use only high quality materials. We employ advanced production methods and strict quality control procedures to assure that the building we ship to you will meet or exceed your expectations. Our innovative design, superior quality and the knowledge gained from years of experience, mean that you can be sure of getting exactly what you need to solve your in -plant space problems. Turnkey Solutions Our quality commitment extends to the international network of PortaFab distributors, who must meet the highest industry standards of customer service, industry knowledge and expert installation procedures. They are factory- trained on our full product line, so you can rely on them to handle all of your needs, including delivery and installation, quickly and economically. Our distributors are your single source for everything related to your new building. For prompt answers to your questions, Call 1- 800 -325 -3781 FAX 1- 636 -537 -2955 Visit our website at: www.portafab.com or e - mail us at info @portafab.com Table of Contents Modular Advantages Page 2 -3 In -Plant Space Flexibility Page 4 Controlled Environment Systems Page 5 Applications Page 6 -11 OmniFlex Plus Page 12 -13 PortaMax Xtra -Tall Wall Page 14 -15 Porta -Panel II Page 16 Series 300 Page 17 Systems Selector Guide Page 18 Panel Construction Page 19 Anatomy of a PortaFab Building Page 20 -21 General Specifications Page 22 -23 A Total Team Effort Back Cover PORTAFAB I t u I I , I I i , h s r S i, n I ti 3 In -Plant Space Flexibility Standard unit or custom design, our modular systems deliver more value Standard Units The "standard package" is determined by your basic selections of steel or aluminum stud construction, loadbearing or non - loadbearing, wail thickness and size of unit. Standard finish color on all systems is champagne or gray. 5 - Day shipping on standard units Our integrated modular systems design and interchangeability of parts enables us to ship 80% of in -plant office orders within 5 days. The standard package will also include the following, unless you choose different standard options: Customized In - Plant Buildings If a standard unit doesn't fit your needs, you can choose from a wide choice of standard options listed and shown in this catalog to customize a building to your exact requirements. PortaFab modular flexibility gives the freedom to design and equip your in -plant building for maximum utility and appearance at an affordable price. Special panel constructions such as Fire & Sound, special finishes, and many other standard options allow us to tailor your building to your needs And. by using modular components, we are able to customize very economically. But your customization possibilities are not limited to standard options. We can design a system to fit specific requirements of your space where it must fit, including color finishes to coordinate with surrounding interior. 4 Basic Unit, includes: Wall panels with galvanized steel floor track, vinyl base on interior and exterior, top cap, wiring studs and corners, one 20 gauge 3068 x 1 3/4" insulated steel door, pre -hung in an 18 -gauge steel frame installed in a wall panel with 1 1/2 pair of 4 1/2" x 4 1/2" hinges; stainless steel lockset and door sweep non - combustible lay -in acoustical ceiling, painted corrugated deck, and all joinery and complete installation instructions; deck We can engineer the building inside and out to accommodate equipment and accessories needed to meet your functional needs. support beams will be included on units over 12' wide. All dimensions are nominal. See page 20 for details. Standard Electrical Package, includes: 2' x 4' recessed light fixtures, duplex outlets, wall switch, circuit breaker box, handy boxes, and conduit. All components ship knocked down. Tubes and wiring not included. For maximum utilization of your space, take advantage of our specialized experience and let PortaFab do the design and engineering of your next in- plant building. For maximum cleanliness in a controlled environment, PortaFab offers the cost - effective solution Our wall systems interface with floor, ceiling and mechanical components to provide an ultra -clean environment with effective control of particulate, pressure, temperature, and humidity. High- finish panels provide professional appearance. Modular flexibility gives unlimited design and layout options. And, nonprogressive construction gives you the ability to change configuration quickly and at low cost. Finishing System Enclosures To maintain a controlled environment around your paint or finishing system, as required by today's high performance coatings, our extra height walls can extend up to your existing ceiling or can be free - standing with a Cleanrooms Where critical environmental conditions must be maintained, PortaFab modular cleanroom wall systems offer you a cost - effective alternative to conventional construction without compromising quality, durability or cleanroom efficiency. Wall systems are pre- engineered to join with ceiling, floor and mechanical components to provide constant positive pressure, uniform temperature and humidity and proven particulate control. Smooth panel surfaces minimize particle build -up. Demountable wall panels can be removed to give access to wiring, HVAC, plumbing and communication lines — and for easy moving of equipment in and out. With our PortaMax XTRA -TALL modular cleanroom extended - height wall systems you can economically divide your plant space from floor to roof to create contained areas Controlled Environment Systems loadbearing deck to fit your specific application. Unlimited heights are available. Customized design meets your exact needs enabling you to interface easily with mechanical equipment and accommodate conveyor openings or pass - thrus. with controlled environment. Or, install free - standing in -plant cleanrooms taller and stronger than ever before possible with modular construction. Nonprogressive construction makes it easy to change walls to accommodate layout changes in the paint line. Simple, fast installation minimizes plant disruption. Every stud has wiring capabilities for greater flexibility. For more details and specifications, ask for our special Cleanroom Literature. P®[RTAFAB �l udu I,,r It I,Iing Spste s 5 • Application engineered solutions For more than 25 years PortaFab has been the industry leader in designing and manufacturing in -plant buildings. Working with the widest range of options available anywhere, our modern CAD systems enable us to design building solutions to meet your specific needs. The superior quality of PortaFab engineering and materials assure long -term, cost- effective solutions to the most difficult space problems. 6 Breakroom in an automotive manufacturing plant. Employee lunchroom. More for your in -plant building money With our wide range of standard and custom - designed building systems, our top quality materials and solid distributor network, you can be sure of getting exactly what you need — on time and on budget. PortaFab can and will work with you to design a building that satisfies your specific requirements. For further technical assistance call 1- 800 - 325 -3781 or e -mail us at info@portafab.com. PortaFab gives you more Every PortaFab system includes five important features, as standard, that others make you pay extra to obtain: • Nonprogresslve Construction All panels, including door and window panels, are fully and quickly demountable for easy relocation. • 1 3/4" Heavy -Duty Steel Doors Built to withstand the toughest use, these 20 gauge doors also include hinges and a key -in -knob lockset. Plus, they are pre -hung to save time and labor costs. • 1/4" Tempered Safety Glass All PortaFab windows include this feature for increased sound control and safety. • Wiring Capability In All Studs This adds greater flexibility to your building design. Plus, stud covers provide easy access to wiring. • Removable Screw -On Vinyl Base For increased durability and a more attractive appearance. Finishing system enclosure enables control of temperature, humidity and particulates. Handrails help to control traffic into this office with connected vending area. • 2-Story office complex with roof top storage area. Cleanroom lab with chemical-resistant interior surfaces. The Applications Are Endless . 41 '77 • earv Environmentally-controlled enclosure for manufacture of intricate electronic components. Electronic sliding door. PORTAFAB Modolar Building Systems 7 ■ aQ;Q�j } ltL Engineering and production manager's offices. Free Design Consultation Let us help you plan and design a space solution, customized to the exact requirements of your plant. Just tell us about your plans, budget and any special needs in your plant — and well respond with a detailed proposal. For more information on this free service, call us at 1- 800 - 325 -3781 or e -mail us at info@portafab,com. Cleanroom with raised floors in an R & D facility. 8 Offices set on a mezzanine take up almost no floor space. 2 -Story office complex with extended height panel system. Multiple building units in a hospital rehabilitation facility. Class 1,000 cleanroom for medical supplies. Transaction counter with roll -up security Small parts storage facility. door in automotive plant. Hi- density storage area. PORTAFAB \I (i (i (1 I it l li (1 i I d i II g s )• h ( P ❑I C 9 Equipment enclosure with optional finish. 10 Environmentally - controlled CMM room with roll -up access door. Manufacturing process within a cleanroom. Environmental enclosure utilizes floor- to- ceilinol Xtra -Tall walls. Mezzanine office with parts storage inside wire partitions in the under space. Interior hallway in modular office complex. Office complex with protective guard rail. Clear view of shipping floor from inside these mezzanine offices. Conference rooms on a mezzanine above plant cafeteria. PORTAFAB ".o"/", "..m/"^ °.",m" 1 1 • OmniFlex Plus Now, you don't have to compromise aesthetics to gain cost - effective advantages of modular construction. Color- coordinated panels, studs, doors and trim, bring a professional "front office" finish to OmniFlex Plus in -plant buildings that will make your decision look good, as well. One- story, two - story, mezzanine - whatever your needs - OmniFlex Plus units offer the highest quality solution. This rugged, load - bearing steel stud system supports loadbearing roofs and two -story construction - without adding costly extra support columns. "OmniFlex: Plus,Features • Unique stud design permits greater spans on support beams for load- bearing roofs withoutadding columns: • Nonprogressive construction - all p`aa els are'fully.demountable without' di adjacent panels or ceiling..e • li i 1L '•• tlinish al amen �comj ens ,are,fi is hampgen ; ; or gray. palyester{ba'ke6 lerprnetiO imatch panels. rOptio.nal cb:fors'are avaflab'le. • Wiring studs made of 'steel with snap -.in removable cover plates for easy wiring access on both sides. • Fast, easy installation. Complete layout drawings and step -by -step assembly instructions are included. 12 Enduring Strength You get the rugged strength of a quality 3" wall system built on two - piece, steel studs designed so the two halves join together for added structural integrity. This solid construction makes OmniFlex Plus studs stronger than any comparable 3" system. For attractive in -plant buildings engineered to stand up to harsh plant environments, there is no better value. Our Best Value Ever OmniFlex Plus modular buildings offer quality, appearance and cost - savings that make conventional construction obsolete. Plus, they are completely re- usable, so your modular building can grow with your business. So, you save time and money in the future, as well as on your initial modular building investment. Modular Flexibility Whenever you (need to change your plant layout, your modular building can change with it. Nonprogressive construction allows easy removal of any individual panel without disturbing adjacent panels. This makes it easy to expand, change or relocate complete units. Wall sections can be removed to permit equipment entry into an existing facility and then replaced quickly. The core of the system The OmniFlex Plus steel stud is engineered for superior strength and quality construction. The two halves join together securely to provide more strength and structural integrity. Wiring access is available on both sides of the stud. Stud edge has a rounded return to simplify installation. sue-- Cutaway section of corrugated roof deck and acoustical ceiling. Two story office complex. A Total Value System Based on one unique steel stud design, with a system of panel options, OmniFlex Plus will solve space problems throughout your plant — quickly, economically and with a finished appearance that looks good wherever you install it. Completely compatible with all our other 3" wall systems, it gives you unmatched flexibility in maximizing use of plant space. Vinyl Covered Hardboard Panel 1/8" vinyl- covered hardboard laminated to both sides of 2 3/4" thick kraft honeycomb core is standard (R -3). STC -20. , Fire & Sound Panel 1/2" thick vinyl gypsum laminated to both sides of a 2" thick polystyrene insulating core (R -11). STC -31. Class A per ASTM -F84 OmniFlex Plus Thermal Panel 1/8" vinyl- covered hardboard laminated to both sides of 2 3/4" thick expanded polystyrene insulating core (R -13). STC -20. Steel - Faced Fire & Sound Panel 24 gauge painted steel laminated to either side of 1/2" thick gypsum board with a 1 15/16" thick polystyrene insulat- ing core. Steel facing is available on one or both sides of the panel (R -11). STC -31. Class A per ASTM -E84. Almost endless special panel options are also available to meet your special needs. PDRTTAFAB odula Ru iI(I in Systcm+ 13 • Ste& stud Construction PortaMax 458S & 600S Our Xtra -Tall Wall Systems With PortaMax XTRA -TALL modular walls you can effectively and economically divide your plant space - from floor to roof - or when used with roof deck, to create free - standing in -plant buildings taller and stronger than ever before possible with modular construction. Nonprogressive construction allows easy removal of individual panels without disturbing adjacent panels. Just remove necessary wall sections to move equipment into completed units and replace in a fraction of the time needed in a conventionally built facility. PortaMax gives you exactly the enclosed space you need to control dust, temperature, humidity, noise and other environmental needs. Fire and Sound Control Option PortaMax systems are available with non- combustible panels constructed of poly- styrene insulating core sealed between 1/2" gypsum panels, laminated to 24 -gauge steel with a polyester baked enamel finish. 14 Features • Wall height: PortaMax 458S 24 feet PortaMax 600S 40 feet Y Wall Thickness: PortaMax 458S 4 5/8' thick PortaMax 600S 6" thick a Steel stud construction. All PortaMax systems offer loadbearing capability. c Champagne and gray are the standard colors. Optional colors can be ordered. G Standard construction is hardboard panel with kraft honeycomb core. See page 191for other panel constructions available. Thermal panel :;,hown below. Patent #5287675 PortaMax 458A Our Aluminum Extended Height System PortaMax 458A extra height walls can extend to your existing ceiling or can be free - standing with loadbearing deck to fit your specific appli- cation. Wall heights are virtually unlimited. Nonprogressive construction makes it easy to take down and re -use panels to accommodate layout changes. Simple, fast installation minimizes plant disruption. Customized design meets your exact room needs, enabling you to interface easily with mechanical equipment and accommodate conveyor openings or pass - thrus. Wide variety of core materials and exterior panel finishes are available to meet require- ments of acoustic and thermal insulation, chemical resistance and static control. Vertical material lift. Environmental Enclosures For maximum cleanliness in a controlled envi- ronment, PortaMax is the cost - effective solution. With all the options available, PortaFab can tailor a cleanroom or paint enclosure to fit your environmental control requirements and plant configuration- faster and for much less cost than conventional construction. Powder coating application room. Aluminum Stud construction Finishing system. Features • Wall Thickness: PortaMax 458A 4 5/8" thick. • Aluminum stud construction. All studs and framework in clear anodized finish as standard. • Champagne and gray are standard panel finishes. Optional colors can be ordered for panels or framework as shown. Patent Pending P®RTAFAB Modular Building Systems 15 • Porta -Panel II Our 1 3/4" Aluminum System Our 1 3/4" aluminum framing system with the functional advantages of nonprogressive construction, Porta -Panel II is completely reusable and easily assembled — usually by your own maintenance staff. This non - loadbearing system is ideal for interior wall applications where space is at a premium, including chase walls in cleanrooms. Often used with our Series 300 for low cost second story offices. Designed for the buyer who wants maximum value with a budget- minded price, this is the best choice for any one -story application where a 1 3/4" thick wall is advantageous. Our wide range of options lets you equip your building just the way you want it. 16 Features • Available in heights to 9 feet tall. • Wall thickness is 1 3/4 ". • Aluminum stud system allows concealed wiring in every stud. • Non - loadbearing. • Champagne or gray panels with anodized aluminum studs are standard finish colors. Optional colors can be ordered. • Standard panel construction is vinyl- covered hardboard on both sides of kraft honeycomb core. See page 19 of this catalog for complete panel choices, including Fire and Sound option. Patent #4910938 Series 300 3" Loadbearing Aluminum Frame System This 3" wall system offers loadbearing capability with an aluminum stud system, and for greater heights than our Porta -Panel II aluminum system. Series 300 closely matches the performance features of our OmniFlex Plus system, in a versatile system based on an anodized aluminum stud construction, instead of steel. Custom panel surface colors provide ability to meet both appearance and functional requirements of almost any plant environment. Cleanroom applications are a frequent use of this system. Nonprogressive construction makes it quick and easy to expand, modify or move finished units. Initial installation is simple enough for your own maintenance staff to handle. Aluminum Stud construction Features • Wall height: Maximum 16 feet. • Wall Thickness: 3 ". • Aluminum stud construction which offers loadbearing capability. • Champagne and gray are standard colors Optional colors can be ordered. • Standard construction is hardboard panel with kraft honeycomb core. See page 19 for other panel constructions available. Patent #4910938 PDRTAFAB Modular 13 t ildi,,U Sysiems 17 � Systems Selector Guide The purpose of this guide is to help you select the most suitable PortaFab building system, based an an organized analysis of construction features required for your application. Definition of Terms • Nonprogressive Wall Systems Completely demountable and re- usable, nonprogressive wall systems permit the removal of any panel, including those with door or windows, without disturbing adjacent panels or ceiling. Expansion, reconfiguration, moving to a new location are all simple and inexpensive with a nonprogressive system. • Non - Loadbearing Wall System A wall system designed to support the weight of the ceiling, lights and dust cover. Any additional loading may require structural support. Please consult factory. System Comparison Guide *Meets 11120 criteria Panel Finishes Champagne Standard Finish: Vinyl Hardboard Vinyl Gypsum Painted Surfaces FRP 18 Gray Standard Finish: Vinyl Hardboard Vinyl Gypsum Painted Surfaces • Loadbearing Roof Wall System A wall system designed to support any type of roof loading beyond the weight of the lights and ceiling itself. Design criteria include man loads, 2- story, roof - mounted HVAC and duct work, and storage loads. Please consult factory for specific needs. • Extended Height Wall System Increased wall heights are available based on your needs, such as specified ceiling height, floor to roof applications, machinery clearance required, or if a ceiling plenum is required to conceal and house equipment. • Standard Panel Construction Interior and exterior facings of 1/8" vinyl- covered hardboard with a core of kraft honeycomb. • Fire & Sound Control Panel Construction Provides a Class A noncombustible rating, increased sound deadening and thermal insulation. White Optional Finish For Panel Constructions Listed: Vinyl Hardboard Vinyl Gypsum Painted Surfaces Vinyl Hardboard Vinyl Gypsum • Optional Psnel Constructions See Page 19. • Sound Control Provides a greater sound transmission coefficient (STC) rating. This is ideal for areas where plant noise can be especially disruptive. • Noncombuftibility A flame sprerid rating not greater than 50 when tested in accordance with ASTM E84. • Thermal Control Provides an Increased thermal value. A smart choice if thermal insulation is a consideration because of unconditioned warehouse space, which is neither heated or cooled. For further tij:chnical assistance call 1- 800 -325 -3781 or e -mail us at info@portafab.com. PecanWood Optional Finish For Panel Constructions Listed: Custom Colors Available Please contact us for color match. OmniFlex Plus PortaMax 458S PortaMax 600S PortaMax 458A Porta -Panel II Series 300 Wall thickness 3" 4 5/8" 6" 4 5/8" 1 3/4" 3" Maximum height* 18 feet 24 feet 40 feet 24 feet 12 feet 18 feet Loadbearing Yes Yes Yes Yes No Yes Stud design (all nonprogressive) 2 piece Steel 2 cover plates 3 piece Steel 2 cover plates 3 piece Steel 2 cover plates 2 piece Aluminum 2 cover plates 2 piece Aluminum 1 cover plate 2 piece Aluminum 1 cover plate Framing Finish Champagne or Gray Champagne or Gray Champagne or Gray Anodized aluminum Anodized aluminum Anodized aluminum � Systems Selector Guide The purpose of this guide is to help you select the most suitable PortaFab building system, based an an organized analysis of construction features required for your application. Definition of Terms • Nonprogressive Wall Systems Completely demountable and re- usable, nonprogressive wall systems permit the removal of any panel, including those with door or windows, without disturbing adjacent panels or ceiling. Expansion, reconfiguration, moving to a new location are all simple and inexpensive with a nonprogressive system. • Non - Loadbearing Wall System A wall system designed to support the weight of the ceiling, lights and dust cover. Any additional loading may require structural support. Please consult factory. System Comparison Guide *Meets 11120 criteria Panel Finishes Champagne Standard Finish: Vinyl Hardboard Vinyl Gypsum Painted Surfaces FRP 18 Gray Standard Finish: Vinyl Hardboard Vinyl Gypsum Painted Surfaces • Loadbearing Roof Wall System A wall system designed to support any type of roof loading beyond the weight of the lights and ceiling itself. Design criteria include man loads, 2- story, roof - mounted HVAC and duct work, and storage loads. Please consult factory for specific needs. • Extended Height Wall System Increased wall heights are available based on your needs, such as specified ceiling height, floor to roof applications, machinery clearance required, or if a ceiling plenum is required to conceal and house equipment. • Standard Panel Construction Interior and exterior facings of 1/8" vinyl- covered hardboard with a core of kraft honeycomb. • Fire & Sound Control Panel Construction Provides a Class A noncombustible rating, increased sound deadening and thermal insulation. White Optional Finish For Panel Constructions Listed: Vinyl Hardboard Vinyl Gypsum Painted Surfaces Vinyl Hardboard Vinyl Gypsum • Optional Psnel Constructions See Page 19. • Sound Control Provides a greater sound transmission coefficient (STC) rating. This is ideal for areas where plant noise can be especially disruptive. • Noncombuftibility A flame sprerid rating not greater than 50 when tested in accordance with ASTM E84. • Thermal Control Provides an Increased thermal value. A smart choice if thermal insulation is a consideration because of unconditioned warehouse space, which is neither heated or cooled. For further tij:chnical assistance call 1- 800 -325 -3781 or e -mail us at info@portafab.com. PecanWood Optional Finish For Panel Constructions Listed: Custom Colors Available Please contact us for color match. Hardboard w /Honeycomb Vinyl Hardboard Honeycomb Vinyl Hardboard Panel Thickness 1 3 / 4 ' 3" 4 STC 24 20 20 R -Value 3 3 3 Fire & Sound Vinyl Gypsum Polystyrene Vinyl Gypsum Panel Thickness 1 3 / 4 ' 3' 4 STC 32 31 31 R -Value 3 11 16 FRP FiberglasTM Reinforced Plastic Polystyrene Fiberglas Reinforced Plastic Panel Thickness 1 3' 4 STC 24 20 20 R -Value 7 13 20 Thermal Thermal Steel Vinyl Hardboard Ptd. Sheet Steel Polystyrene Polystyrene Vinyl Hardboard Ptd. Sheet Steel Ptd. Sheet Steel Panel Thickness 1 3' 4 STC 24 20 20 R -Value 7 13 20 Fire & Sound W /Steel Exterior Ptd. Sheet Steel Gypsum Polystyrene Vinyl Gypsum Panel Thickness 1 3' 4 STC 32 31 31 R -Value 3 11 16 Hollow Cavity V inyl Hardboard Hollow Cavity with Steel Framework Vinyl Hardboard Panel Thickness 3' 4 STC 20 20 R -Value 1 1 Ptd. Sheet Steel Panel Construction Panel Thickness 1 3 / 4 ' 3' 4 STC 25 25 25 R -Value 7 13 20 Steel Fire & Sound Ptd. Sheet Steel Gypsum Panel Thickness STC R -Value PVC Fire & Sound Gypsum Polystyrene Gypsum Ptd. Sheet Steel 13/4' 3' 45/8' 32 31 31 3 11 16 Polystyrene Gypsum Poly Vinyl Chloride Poly Vinyl Chloride Panel Thickness 1 3' 4 STC 32 31 31 R -Value 3 11 16 P®RTAFAB \I u d u l a r B u i l d i n g S y s i t` m s 19 • Anatomy of a PortaFab Building The solid construction and quality components found in every PortaFab building are indicated in this drawing of a 4 -wall unit with 3" thick walls. Most components are interchangeable with any PortaFab model. 20 1. 3068 20 Ga. Steel Door - 1 3/4" thick, comes pre -hung in frame; shown with optional glazing. 2. Cornice Mold - sturdy aluminum construction, either anodized or painted; provides handsome finished appearance. 3. Fixed Window - 1/4' thick tempered safety glass; comes pre - glazed in aluminum window frame. 4. Corrugated Steel Dust Cover - 22 ga. ribbed steel is 1 1/2" deep; painted and cut to length. 5. 2' x 4' Light Fixture - includes 4 -lamp light fixture with acrylic lens. (Bulbs not included). 9. Fire & Sound Panels - see pages 22 -23 for specifications. 6. Acoustical Lay -in Ceiling - consists of prepainted metal grid and lay -in acoustical, noncombustible white fissured mineral board. 7. Exhaust Fan - powerful exhaust fan located in ceiling. 8. Air Conditioning Unit - wall- mounted units provide cool environment for any size office(available in several BTU capacities); optional heat available too. 10. Hardboard w /Honeycomb panel - includes 1/8" vinyl hardboard laminated to both sides of kraft honeycomb core. 11. Thermal Panel - includes 1/8" vinyl hardboard laminated to both sides of polystyrene insulating core. 12. Steel Floor Track - sturdy channel holds waits securely in place. 13. Corner Post 14. Duplex Receptacle - can be located in any wiring stud. 15. Wiring Stud - permits the installation of electrical service vertically and accepts standard electrical boxes. 16. Brown Vlinyl Base - screw -on type is easily removable with no exposed screws or fasteners. Ceiling suspended from roof deck. The Applications are Endless... 2 -Wall Unit Utilizes existing corner walls to minimize cost, yet still provide an effective work area. 3 -Wall Unit Attaches to one existing wall to cut expenses; provides all the flexibility you need. Window- stud -panel detail. Removable cover plate for wiring access. 4 -Wall Unit Total flexibility! Design one large work area, or subdivide into separate offices...it's up to you. Construction Features Loadbearing roof beam. Dust cover support beam. 2 -Story Units Ideally suited for supervisory offices, the second floor has a clear view of adjacent areas - with room below for additional work areas. Mezzanine Unit Provides maximum use of available floor space because it requires only room for support columns and stairs — allows 8 -foot clearance. R®RTAFAB Modular Building Systems 21 • OmniFlex Plus General Modular in -plant offices covered by this section shall be of the flush -panel type; no framing or trim shall protrude more than 1/8" from the finished panel surface except base and top trim, which shall not protrude more than 1/4 ". Finished wails shall not exceed 3" thickness, except at base and top where thickness shall not exceed 31/2 ". All exposed metal parts will be finished with polyester baked enamel. Scope of Work The modular in -plant office shall be OmniFlex Plus as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing and manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer. Standard Wall Panels Standard wall panels shall be 3" thick with 1/8" vinyl hardboard laminated to both sides of 2 3/4" kratt honeycomb core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Fire and Sound Wall Panels Fire and Sound panels shall be 3" thick with 1/2" thick vinyl gypsum bonded to both sides of a 2" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Wiring Studs Wiring studs shall be 20 gauge steel. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring studs shall permit the installation of electrical service vertically on both front and back and accept standard electrical boxes. A snap -in cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Wherever possible, wiring studs shall act as columns on loadbearing roofs and two -story units. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs of 4 1/2" x 41/2" mortised hinges and strike plate. Frame will be preassem- bled in a wall panel. Commercial quality stainless steel key -in -knob lockset shall be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, with no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre - painted metal grid and 5/8" while lay -in acoustical file. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and cut to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' tour -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. 22 PortaMax 458S General Modular in -plant offices covered by this section shall be of the flush -panel type; no framing or trim shall protrude more than 1/8" from the finished panel surface except base and top trim, which shall not protrude more than 1/4". Finished walls shall not exceed 4 5/8" thickness, except at base and top where thickness shall not exceed 5 1/8 ". All exposed metal parts will be finished with polyester baked enamel. Scope of Work The modular in -plant office shall be PortaMax 458 as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing and manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer. Standard Wall Panels Standard wall panels shall be 4 5/8" thick with 1/8" vinyl hardboard laminated to both sides of 4 3/8" kratt honeycomb core. Unless otherwise indicated on drawings, panels shall he 44 7/8" wide x 96" high. Fire and Sound Wall Panels Fire and Sound panels shall be 4 5/8" thick with 1/2" thick vinyl gypsum laminated to both sides of 3 5/8" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels should be 44 7/8" wide x 96" high. Wiring Studs Wiring studs shall be 20 gauge steel with 1 5/8" 12 gauge channel. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring stucs shall permit the installation of electrical service vertically on both front and back and accept standard electrical boxes. A removable cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Wherever possible, wiring studs shall act as columns on loadbearing roofs and two -story units. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs of 4 1/2" x 4 1/2" mortised hinges and strike plate. Frame will be preassem- bled in a wall panel. Commercial quality stainless steel key - in -knob lockset shall be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, with no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre - painted metal grid and 5/8" white lay -in acoustical tile. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and out to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' four -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. PortaMax 6OOS General Modular implant offices covered by this section shall be of the flush -panel type; nix framing or trim shall protrude more than 1/8" from the finished panel surface except base and top trim, which shall not protrude more than 1/4 ". Finished walls shall not exceed 6" thickness, except at base and top where thickness shall not exceed 61/2 ". All exposed metal parts will be finished with polyester baked enamel. Scope of Work The modular in -plant office shall be PortaMax 600 as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing end manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer. Standard Wall Panels Standard wall panels shall be 6" thick with 1/8" vinyl hardboard laminated to both sides of 5 3/4" kraft honeycomb core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Fire and Sound Well Panels Fire and Sound panels shall be 6" thick with 1/2" thick vinyl gypsum laminated to both sides of a 4" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Wiring Studs Wiring studs shall be20 gauge steel with 3 "x 2" steel tube. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring studs shall permit the installation of electrical service vertically on both fronit and back and accept standard electrical boxes. A removable cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Wherever possible, wiring studs shall act as columns on loadbearing roofs and two -story units. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs at 4 1/2" x 41/2" mortised hinges and strike plate. Frame will be preassem- bled in a wall panel. Commercial quality stainless steel key -in -knob lockset small be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, with no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre-painted metal grid and 5/8" white lay -in acoustical tile. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and cut to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' four -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. PortaMax 458A General Modular in -plant offices covered by this section shall be of the flush -panel type: no framing or trim shall protrude more than 1/8" from the finished panel surface, except base and top trim, which shall not protrude more than 1/4 ". Finished walls shall not exceed 4 5/8 ", except at base and top where thickness shall not exceed 51/8 ". All exposed aluminum shall be of architectural -grade extruded aluminum 6063 -T5 and shall be anodized 202. Scope of Work The modular in -plant office shall be PortaMax 458 as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing and manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer: Standard Wall Panels Standard wall panels shall be 4 5/8" thick with 1/8" vinyl hardboard laminated to both sides of 4 3/8" kraff honeycomb core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Fire and Sound Wall Panels Fire and Sound panels shall be 4 5/8" thick with 1/2" thick vinyl gypsum laminated to both sides of 3 5/8" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels should be 44 7/8" wide x 96" high. Wiring Studs Wiring studs shall be 6063 -T5 aluminum extrusions with 202 clear anodized finish. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring studs shall permit the installation of electrical service vertically and accept standard electrical boxes. A removable cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Wherever possible, wiring studs shall act as columns on loadbearing roofs and two -story units. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs of 41/2" x 41/2" mortised hinges and strike plate. Frame will be preassem- bled in a wall panel. Commercial quality stainless steel key -in -knob lockset shall be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, with no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre - painted metal grid and 5/8" white lay -in acoustical tile. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and cut to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' four -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. Porta -Panel II General Modular in -plant offices covered by this section shall be of the flush -panel type; no framing or trim shall protrude more than 1/8" from the finished panel surface, except base and top trim, which shall not protrude more than 1/4 ". Finished walls shall not exceed 1 3/4 ", except at base and top where thick- ness shall not exceed 21/4 ". All exposed aluminum shall be of architectural -grade extruded aluminum 6063 -T5 and shall be anodized 202. Scope of Work The modular in -plant office shall be Porta =Panel II as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing and manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer. Standard Wall Panels Standard wall panels shall be 1 9/16" thick with 1/8" vinyl hardboard laminated to both sides of 1 5/16" kraft honey- comb core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Fire and Sound Wall Panels Fire and Sound panels shall be 1 9/16" thick with 1/2" thick vinyl gypsum bonded to both sides of a 9/16" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high: Wiring Studs Wiring studs shall be 6063 -T5 aluminum extrusions with 202 clear anodized finish. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring studs s`iall permit the installation of electrical service vertically and accept standard electrical boxes. A removable cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs of 4 1/2" x 41/2" mortised hinges and strike plate. Frame will be preassembled in a wall panel. Commercial quality stainless steel key -in- knob lockset shall be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, with no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre - painted metal grid and 5/8" white lay -in acoustical tile. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and cut to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' four -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. S Series 300 General Modular in -plant offices covered by this section shall be of the flush -panel type; no framing or trim shall protrude more than 1/8" from the finished panel surface, except base and top trim, which shall not protrude more than 1/4 ". Finished walls shall not exceed 3 1/4", except at base and top where thickness shall not exceed 3 3/4 ". All exposed aluminum shall be of architectural -grade extruded aluminum 6063 -T5 and shall be anodized 202. Scope of Work The modular in -plant office shall be Series 300 as manufactured by PortaFab Corporation, Chesterfield, Missouri. Manufacturer must have a minimum of 15 years experience designing and manufacturing in -plant building systems. Installation shall be according to standard details as described by the manufacturer. Standard Wall Panels Standard wall panels shall be 3" thick with 1/8" vinyl hardboard laminated to both sides of 2 3/4" kraff honeycomb core. Unless otherwise indicated on drawings, panels shall be 44 7/8" Wide x 96" high. Fire and Sound Wall Panels Fire and Sound panels shall be 3" thick with 1/2" thick vinyl gypsum bonded to both sides of a 2" thick polystyrene insulating core. Unless otherwise indicated on drawings, panels shall be 44 7/8" wide x 96" high. Wiring Studs Wiring studs shall be 6063 -T5 aluminum extrusions with 202 clear anodized finish. Wiring studs shall permit the removal and replacement of an individual wall panel without disturbing adjacent wall panels. Wiring studs shall permit the installation of electrical service vertically and accept standard electrical boxes. A removable cover plate shall allow access to the electrical raceway without disturbing the structural integrity of the stud. Whenever possible, wiring studs should act as columns on loadbearing roofs and two -story units. Doors Standard doors shall be 20 gauge 3068 x 1 3/4" insulated(R12) and pre -hung in an 18 gauge steel door frame. Door and frame shall be finished with a polyester baked enamel. Frame will have 1 1/2 pairs of 4 1/2" x 4 1/2" mortised hinges and strike plate. Frame will be preassem- bled in a wall panel. Commercial quality stainless steel key -in -knob lockset shall be included, with 2 3/4" back set and mortised face plate. Base Vinyl base sections shall be screw -on type, easily removable, With no exposed screws or fasteners. Vinyl base shall be applied in 12' lengths where possible and shall cover floor track. Ceiling Ceiling consists of pre - painted metal grid and 5/8" white lay -in acoustical tile. Class A noncombustible. Dust Cover Dust cover is 22 gauge ribbed steel, 1 1/2" deep, painted and cut to length. Standard Glazing All glass will be 1/4" thick tempered safety glass, in window frame or door, as specified. Electrical Options Electrical packages include 2'x4' four -tube recessed fixtures with acrylic lens, 110 -volt duplex outlets, 240 -volt outlets, switches, 100 amp circuit breaker box with 70 amp main and breakers, handy boxes and conduit. Tubes and wiring not included, or as specified. P®RTAFAB M r, rl I n t a r B l i n d i n g S } S t e Ilu S 23 International Distribution Network We sell PortaFab modular building systems exclusively through a network of carefully selected, factory- trained distributors. iNe are committed to providing PortaFab customers with the highest level of quality service through distributors who are "pros ". To be chosen as a PortaFab distributor, each must meet our standards of customer service, industry knowledge and expert installation procedures. Admittedly, our standards are high. But, as a result, we have been able to develop long -term, stable relationships as "marketing partners" with our distributors. We're confident that our distributor network is the finest in the industry. They are factory- trained on our full product line, so you can rely on them to handle all your needs, including delivery and installation, quickly and economically. Special Application Literature Ask your local distributor or call us for free copies of the following specialized PortaFab publications: PortaFab Modular Wall Systems For Cleanroom Environments Brochure illustrates uses and advantages of PortaFab modular cleanroom wall systems in customized structures where critical environmental conditions must be maintained. Specifications are included. Manufactured by: Porta -Fab Corporation 18080 Chesterfield Airport Road Chesterfield, MO 63005 USA 1-800-325-3781 Fax 1 -636- 537 -2955 e -mail: infoeportafab.com www.portafab.com Application Engineering Assistance Our engineering design staff is on call at all times to assist our distributors in solving your particular space problems. Using our Computer Aided Drafting system, they can take the data you supply to produce accurate engineering drawings very quickly. The CAD system also allows us to provide visual presentations of "what if" options you may want to consider. Working with data stored in the CAD system, we can make revisions to your plan and generate new drawings for your approval in minimum time. PortaMax XTRA -TALL Wall System Features and benefits of our unique extended height wall systems are explained and illustrated in this color brochure. PortaMax patented design wall system assures the right size, strength and flexibility to "reach tall walls in short order." Distributed by: A Total Team Effort PortaFab Teamwork Assures You Will Get The Right Building Solution For Your Job Strategically located PortaFab's regional sales force works closely with our distributors providing additional professional input on your project. You can rely on your PortaFab team of distributors, backed by our factory engineering staff and regional sales force, as your total source for everything related to your new building. Planning and Buying Guide In -Plant Modular Building Systems Step -by -step instructions to help you design your in- plant space. Includes specification chart for all PortaFab models, a building requirements checklist and layout sheet for visual planning use of plant space. PCWITAFAB 01999 Porta -Fab Corporation Modular Building Systems Project Info Project Address ammo TUEIQLA Date 11/21/2008 OPTICAL ARC LAB REMODEL For Buildingltment Use COp� ft No. approval is sr �b t.f't }n ~rr :- TDE1rILA, WA Applicant Name: TB' Applicant Address: 830 N. RIVERSIDE DR. SUITE 4200 RENTON,NA Man rA A pplicant Phone: (206) 241-3101 / W Project Description ❑ New Building J Addition ❑ Alteration ❑ Plans Induded requirements. Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area ADDITION MANUFACTURING FACILITY 1.30 3131.0 4070.3 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed ADDITION .7 - 3 -32N TB 37 93.0 3441.0 REVIEWED i-oR COMPLIANCE APPROVED MAR 12 ?009 City of Tu Avila ' UILDING D VISION . • 4' .0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Interior Lighting 11. I. I IS •I ; ►i1 - Summary I _I • •! II -I •111 LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified In Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. GORR GT4 =i LTR# boa - ao Revised July 2007 Total Allowed Watts 4070.3 RECEIVED NOV 2 1 2008 PERMIT CENTER 'moo ",inrn Use' LPA (Wlsf) Use" LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) , 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments, restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. if not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) .' Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard-wired elec- tonic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. • i• l r• •r • t. • • _ _I l! . ..'ii• •.r •III Interior Lighting Summary (back) LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 - Unit Lig hting Power Allowance (LPA Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. co:- . ~LION LTR# PART 1 GENERAL 1.2 WORK INCLUDED (In This Section) A. Finish Hardware B. Thresholds C. Weather- stripping D. Electro- Mechanical Hardware 1.4 QUALITY ASSURANCE COSTCO WHOLESALE A. Product Qualifications SECTION 08710 DOOR HARDWARE MULVANNYG2 ARCHITECTURE nr_ boS,o Perin* �� COPY 1.1 SCOPE: Requirements of the Conditions of the Contract and of Division 1 of these Specifications apply to all work of this section. E. Templates: Provide one copy of complete template information for each item along with one copy of the approved hardware schedule to hollow metal, wood and aluminum door and frame suppliers. F. Keying Schedule: See end of section for Costco Standard keying diagram. G. Wiring Diagrams: Provide complete wiring diagram and information for each electro- mechanical or electromagnetic device, provided at end of section. 1.3 SINGLE PRODUCT SOURCE: The Owner has a National Account with Evergreen Construction Specialties, Inc. for all products specified in this section. Order products described in this section directly from: REVIE�/Ep EVERGREEN CONSTRUCTION SPECIALTIES, INC. CODE CO MPLI AN CE 1410 37 Street NW, Suite "A" Auburn, Washington 98001 APPROVED Ph: (253) 288 -8455 FX: (253) 288 -8456 MAR 12 1009 Contact: Lance M. Stretch, President City of Tukwila BUILDING DIVISION 1. Manufacturers: Manufacturers and model numbers listed are intended for purposes of exact requirements. Except as shown, no substitutions will be allowed. 2. The hardware supplier has the option of providing products from the listed "Selected Manufacturer" or the "Alternate Manufacturer ". When an "Alternate Manufacturer" is not listed, the supplier must provide products from the "Selected Manufacturer ". 3. Fire -Rated Openings: Provide hardware for fire -rated openings in compliance with NFPA Standard No.80. This requirement takes precedence over other requirements for such hardware. 441 Costco Drive MG2 # 95- 0740 -05 Optical Lab Remodel Tukwila, Washington 98188 -4808 Revised 10/21/08 Printed on 10/08/08 RECEIVED NOV 212008 PERMIT CENTER YI0 R HARDWARE � ,,q gyi , 1.5 SUBMITTALS 1. Finish hardware shall be supplied by recognized Builders' Hardware Distributor who has been furnishing hardware in the same area as the project for a period of not less than five years. The supplier's organization shall include a certified "Architectural Hardware Consultant" who is available at all reasonable times during the course of the work to meet personally with the Owner, Architect, or Contractor for hardware consultation. 2. The supplier shall maintain a parts inventory of items supplied for future service to the Owner. The supplier must be an authorized "Factory Direct" distributor of the specified products. 1.6 CONFORMANCE SUBMITTALS Provide only hardware which has been tested and listed by UL or Warnock Hersey for the types and sizes or doors required, and complies with the requirements of the door and door frame labels. Supplier Qualifications: A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Submittal Form" included in Division 1 Section "Submittal Procedures." _.2._.. Substitute Products: Where products are proposed for use, but are not as ti : , specified, approval of a substitute product is required. Use "Submittal For • -• .• ; ;Architect's Action" included in Division 1 Section "Submittal Procedures" and send to Architect for review and approval. Schedules 1. Within fourteen (14) days of receipt of purchase order, submit six (6) copies of completely detailed hardware schedules. List hardware for each door separately in the vertical format. List each item with manufacturer's product number. Schedules submitted with grouped openings will be rejected. 2. , "Note: The issuance of the Purchase Order, and submittal and review of the hardware schedule in a timely manner are critical to the project schedule. 3. All electromechanical and electromagnetic items shall be underlined or otherwise noted for coordination with other sections. 4. Review and acceptance by the Architect or Owner does not relieve the Contractor of exclusive responsibility to fulfill the requirements as shown and specified. 5. Promptly incorporate corrections and changes in the first submittal and return two (2) copies of the revised schedule to the Contractor. 6. Acceptance of the hardware schedule does not relieve the Supplier of responsibility for errors or omissions. C. Product Data: Provide six (6) copies of complete catalog information for each item along with the hardware schedules. L i MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE 441 Costco Drive MG? # 95- 0740 -05 Optical Lab Remodel Tukwila, Washington 98188 -4808 Revisedi0 /21/08 Printed on 10/08/08 1 ., t ' . Ali a‘ 5 1 .. , • � \,.. rrY • 1.7 DELIVERY, STORAGE AND HANDLING PART 2 PRODUCTS COSTCO WHOLESALE Optical Lab Remodel SECTION 08710 Page 3 DOOR HARDWARE A. Marking and Packaging: All items of hardware shall be delivered to the jobsite in the manufacturers' original packages and must be marked with door number and item number corresponding to the approved hardware schedule. B. Storage: The General Contractor shall provide a secure and dry area for storage of hardware items and must protect the material and finishes. C. The Contractor shall inventory the hardware at the job -site, until satisfied that the quantity is correct. Supplier must be notified of shortages within twenty -four (24) hours. 1.8 PROJECT SCHEDULE: All hardware for exterior doors shall be installed and operational at Partial Substantial Completion, ready for Owner's installation of security system. 1.9 WARRANTY: A. Warrant Door and Hardware items in this section to be free from defects in material and workmanship for a period of One (1) Year, except the following items and respective time periods — 1. Door Closers Eleven (11) years. 2. Exit Devices Four (4) years. 3. Door Locksets and Latchsets, Lock Cylinders Four (4) years. 4. Weatherstrip Sets, Thresholds, Door Bottoms Three (3) years. 5. Astragals, Rain Drip Caps Three (3) years. 6. Hinges & Electric Strikes Two (2) years. 7. Electromagnet Door Locks. Two (2) years. 8. Logic Controllers & Power Supply Units Two (2) years. 9. Door Pass Thru. One (1) year. 2.1 HARDWARE FINISHES A. Provide hardware items in the following finishes unless specified otherwise in the hardware groups. Butts (exterior) 630 (or US 32D) Butts (interior) 626 (or US 26D) Locks 626 (or US 26D) Exit Devices 630 (or US 32D) Surface Closers Painted to match 626 /US 26D Stops 626 (or US 26D) Kick Plates 630 (or US 32D) 2.2 KEYS AND KEYING A. All locks shall be keyed to the "Schlage" masterkey as noted herein. All locks shall be construction master keyed. MULVANNYG2 ARCHITECTURE 441 Costco Drive MG2 # 95- 0740 -05 Tukwila, Washington 98188 -4808 Revised 10/21/08 Printed on 10/08/08 SECTION 08710 Page 4 DOOR HARDWARE At the time of completion of the construction phase, the Contractor shall convert the construction cylinders to permanent keying as directed by the store manager. C. Key Quantities: To be determined by store manager. Construction Keys: 10 D. All permanent keys shall be sent directly to the store manager as directed. 2.3 QUANTITIES: A. Quantities listed are for the Contractors convenience only and are not guaranteed B. Items not specifically mentioned but necessary to complete the work shall be furnished, matching in quality and finish the items specified. C. Provide the required quantity of items listed for a complete installation. 2.4 HARDWARE GROUPS A. HW -14 (To Work Rooms) Each shall have: 3 Hinges ....... . COSTCO WHOLESALE Optical Lab Remodel Provide hardware as specified in the previous articles in groups according to the following schedule. (Ali door locks, locksets and latchsets shall have lever -type handles as scheduled, conforming to state handicapped access requirements): HW -1 (Overhead & Roll -Up Coiling Doors) Each shall have: Selected Manufacturer 1 Padlock... . Schlage KS23FL X 606 Shackle & 9" Chain 1 Cylinder Schlage 47 -473 X 606 "CP" 1 Lock 1 Wall Stop 3 Silencers 1 Kickplate.. HW -16 (;$ ngferpoor To Exterior) Each shall have: Selected Manufacturer Hinges Bommer BB5002 x 626 x 5" x 4'A NRP 1 Lock Schlage D53PD RHO 626 1 Astragal Pemko 3572 SP X 96 "TB 1 Closer LCN 4111 1 Wall Stop Trimco 1270WVCP 1 Threshold Pemko 171A x FHSL25 1 Door Bottom Pemko 315CN 1 Weatherstrip Set Pemko 290PK 2 Kickplate Trimco KQ 125 36" x 2" LTDW Special .125 (1/8" thick kickplate) Selected Manufacturer ...Bommer BB5000 x 626 x 4 1/2 x 4 1/2 Schlage D53PD RHO 626 .. Trimco 1270WVCP _GJ 64 .._ Trimco KO 050 x 630 x 12" x 2" LTDW MULVANNYG2 ARCHITECTURE Alternate Manufacturer None None Alternate Manufacturer Hager BB1279 x626x4'/zx4'/2 None Ives 407'/ S32D Ives 20 Tice B4E x 630 x 12" x 2" LTDW Alternate Manufacturer Hager BB1191 x 626 x 5" x 4 'A NRP None National None Ives 407 S32D NGP 425 NGP 200NA KN Crowder W -20N None 441 Costco Drive MG2 # 95- 0740 -05 Tukwila, Washington 98188 -4808 Revised 10/21/08 Printed on 10/08/08 PART 3 COSTCO WHOLESALE Optical Lab Remodel 1 Rain Drip Cap Pemko 346C NGPI6AD HW -30 (To Flipper Area) Each shall have: Selected Manufacturer 6 Hinges Bommer BB5000 x626x4/2x4 1 Lock Schlage D53PD RHO 626 2 Flushbolts Trimco 3917 -12 1 Dustproof Strike Trimco 3910 2 Wall Stop Trimco 1270WVCP 2 Armor Plate Trimco K0050 x 630 36" x 2' LTDW GJ64 800A -1 12" X 6" DKB 2 Silencers 2 Louver HI/1/-33 (Double Doors To Exterior without louvers) ** Each shall have: Selected Manufacturer 6 Hinges Sommer BB5002,,...,.,,.,. x626x4 %x4 1 Lock Schlage ..... ..,. .............. 2 Flushbolts 1 Dustproof Strike 1 Weatherstrip Set 1 Door Bottom I Rain Drip Cap I Threshold 1 , 1 * *Astragal by Door Supplier HW -33A (Double Doors To Exterior with louvers) ** Alternate Manufacturer Hager BB 119'1 x626x4Y2.x4 4NRP ..D8OPD RHO 626 None Ives 458B2613 Trimco 3910..............., .... Ives 487 x 489 x 626 Pemko 290PK ............. ..... ........ KN Crowder W - -20N Door Bottom . * *Astragal by Door Supplier EXECUTION 3.1 INSTALLATION A. Hardware shall be installed by skilled mechanics to Architect's satisfaction. Conform strictly to Manufacturer's templates and instructions. B. Hardware Placement: Ives 20 None Alternate Manufacturer Hager BBl191 x 626 x 4 x 4 % NRP D8OPD RHO 626 Trimco 3917- 12....... Ives 458B26D Trimco 3910.. . . ...... . ............... Ives 487 x 489x 626 Pemko 290PK .............. ............ KN Crowder W -20N Pemko 315CN ............. ............ NGP 200NA Pemko 346C ... ........................... NGP 16AD Pemko 171A x FHSL.25 .............. NGP 425 MULVANNYG2 ARCHITECTURE SECTION 08710 Paw 5 DOOR HARDWARE Alternate Manufacturer Hager BB1279 x626x4 None Ives 458B26D Ives 487 x 489 x 626 Ives 407 S32D Tice B4E x 630 NGP 16AD ..NGP 425 .. None 441 Costco Drive MG2 # 95- 0740 -05 I ukwila, Washington 98188 -4808 Revised 10/21/08 Printed on 10/08/08 None SECTION 08710 Page 6 DOOR HARDWARE COSTCO WHOLESALE Optical Lab Remodel 1. All electrical wiring for door systems to be installed in masonry walls. 2. Reference the Door and Hardware Institute Handbook "Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames ". 3. Comply with the current edition of State rules and regulations for barrieir -free design and Title III of the Americans with Disabilities Act. 3.2 INSPECTION: After installation has been completed, the Hardware Installer and General Contractor, in the presence of the Owner's representative shall check the job for proper installation and operation. Manufacturer's representative of locks, closers, and exit devices may attend this meeting. 3.3 CLOSER ADJUSTMENT: After the Contractor has installed all closers per installation instruction, and prior to final acceptance, by the Owner, the Hardware Installer and Manufacturers representative shall jointly adjust closers for proper installation. 3.4 PROTECTION: The General Contractor is responsible for the proper protection of all items until the Owner accepts the project as complete. END OF SECTION 08710 MULVANNYG2 ARCHITECTURE 441 Costco Drive MG2 # 95- 0740 -05 Tukwila, Washington 981 88 -4 80 8 Revised 10/21/08 Printed on 10/08/08 KLE /NFELDER Bright People. Right Solutions. January 29, 2009 Kleinfelder Project No.: 93882 Mr. Dave Larson Senior Plan Examiner City of Tukwila Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 SUBJECT: Dec. 12, 2008 Correction Ltr. #1, Permit Application Number D08 -398, Costco Optical Addition -441 Costco Drive AND Dec. 3, 2008 Correction Ltr. #2, Permit Application Number D08 -460, Costco Optical Remodel -441 Costco Drive PROJECT: Dear Mr. Larson: Ron 93882/SEA9L024.doc Page 1 of 6 Copyright 2009 Kleinfelder p�� COPY � re9ricatil f"»n -. 1.r 1isn1 , Costco Wholesale — Southcenter Optical Lab Remodel 441 Costco Drive Tukwila, WA 98188 On behalf of Costco Wholesale (Costco), Kleinfelder West, Inc. (Kleinfelder) is providing this letter to address in part your plan review comments contained in the above - listed Correction Letters (Correction Letters 1 and 2) regarding the above - referenced projects. Costco currently operates an eyeglass lens grinding and assembly plant in Tukwila, Washington. They wish to add a chemical process that puts a variety of coatings onto the lenses. The following is a description of the overall process, as well as a description of the coatings used that will serve to supplement the information contained in the City of Tukwila permit application documents. INCOMPLETE Tv The lens coating process (process) that Costco wishes to implement at their Tukwila site involves dipping eyeglass lenses into a series of dip tanks which 2405 140th Avenue NE, Suite A101 Bellevue, WA 98005 p1425.562.4200 f 1425.562.4201 kleinfelder.com I Co D FOR APPROVEp CE MAR 12 1009 BUILDING DIVISION.] Tu kwila ., CITY OF FEB 7 p 2009 PE RMITCEN'I'ER CORRECTION LENS COATING PROCESS OVERVIEW LTR #. LTR# 2- 2009 hi ( 0 0 LENS COATING PROCESS MATERIALS .The : .p%ees utilizes a total of seven different liquid chemical component m`at`eriy t3{ 'tZTI'>ey are described below in the order of the process in which they 71j., appeai�'',AII MSDS sheets have been attached for a more formal and complete '•'descr,iption of the materials. • ti contain various caustics, cleaners and other proprietary solvent and material combinations, as well as vacuum deposition of various mineral - containing solids onto the lenses. The process is fully automated, which helps to reduce air emissions as well a F A The process generates waste that can be placed 4 r.. directly in s qt = ' er syst + II as some hazardous waste. A more complete description _ of• -the materials involved and the process as a whole is provided' below. 1. P -205 P liquid used to clean eyeglass lenses and prep them for • 'the process. It is comprised of Glycol Ether DPM, Sodium Hydroxide and - ; Phosphate, as well as water. 2. CR -2020 CFA =2020 is a slightly basic biodegradable soap that is used to clean the lenses and prep them for the process. Its constituents are proprietary and are not listed on the MSDS. However, the VOC content is 5.9 %. 3. IP -498 IP -498 is the first coating applied and is the primer for the process. It is a solution that is approximately 5% solids. The rest of the solution is composed of 1- methoxy-2- propanol, N- methyl -2- pyrrolidone and isopropanol. • 4. IPS -407 • t' L ! Sfi r IPS -407 is the solvent used in conjunction with IP -498 to maintain and regulate the percent solids in the primer bath. It is never used on ilts own. It is composed of 1- methoxy -2- propanol and isopropanol. 9382 /SEA9L024 ;do'cx � . "' Page 2 of 6 January 29, 2009 copyrght 2009 KI infelder . • KLEINFELDER 2405140th Avanue NE, Suite A101, Bellevue, WA 98005 p 1 425.562.4200 f 1 425.562.4201 5. IHC -573 IHC -573 is the second coating applied and is the hardcoat on the lens. It is a solution that is approximately 23% solids. The rest of the solution is composed of 1- methoxy -2- propanol, ethanol and methanol. 6. IHCS -512 IHCS - 512 is the solvent used in conjunction with IHC -573 to maintain and regulate the percent solids in the hardcoat bath. It is never used on its own. It is composed of 1- methoxy -2- propanol, ethanol, isobutyl methyl ketone, methanol and isopropanol. 7. RD -207 RD -207 is a stronger, more caustic version of P -205 used to remove coatings from lenses that need to be re -run through the process. Its composition is similar to that of P -205 and also consists of Glycol Ether DPM, Sodium Hydroxide and Sodium Phosphate and water. LENS COATING PROCESS The lens coating process involves multiple coating machines, ovens and the above - listed seven chemicals (P -205, CR -2020, IP -498, IPS -407, IHC -573, IHCS -512, and RD -207). The MSDS for these compounds are attached. There are additional materials that are used in the box coater, or vapor deposition portion of the process, but these are all solid, non - hazardous materials. P -205, CR -2020, and RD -207 are used to clean the lenses before coating or to strip improperly coated lenses prior to redoing them. These three materials are not placed on the lenses as a coating. The materials that are used to actually coat the lenses are IP -498, IPS -407, II -IC 573, and IHCS -512. It should be noted that IPS -407 and IHCS -512 are only used in conjunction (same dip tanks) as IP -498 and IHC - 573. They are solvents that are used to ensure that the proper balance of liquid to solids is maintained in the dip tanks. It is also important to note that the baths housing these two coating materials are kept at —17 C and have lids on them that only open (for approximately 0.5 -1 minute) when lenses are being dipped. Further details regarding the lens coating process is described below. A 93882 /SEA9L024.doc Copyright 2009 Kleinfelder Page 3 of 6 January 29, 2009 KLEINFELDER 2405 140th Avenue NJE, Suite A101, Bellevue. WA 08005 p I 125.562.1200 f 1 175 567.4201 lens coating process flow diagram (Figure A -1) has been included as an attachment to this letter. 1. Surface Prep a. Lenses are batched and placed into a bath of P205 and CR -2020 where they are heated and agitated ultrasonically. 2. SCL Machine (primer, hardcoat) a. The SCL machine consists of multiple dip tanks in series. b. First they are dipped into a bath of CR -2020. c. Next, two deionized (DI) water dip tanks. d. Dried in an electric oven. e. Dipped in primer (IP -498). f. Cured in an electric oven. g. Dipped in hardcoat (IHC -573). h. Pre -cured in an electric oven. 3. Electric Pass Through Oven a. Lenses are cured so that only solids from primer /hardcoat are leift. 4. Box coater a. Lenses are placed into a vacuum chamber with a crucible containing: i. Chromium - silicon monoxide (CH -201). ii. Bronze polymer (HY -020). iii. Silica (QRTZ -111). iv. Titanium Oxide (TI -700). b. Chamber is evacuated of air and elements in crucible are vaporized to allow for deposition on lenses. c. No emissions come from this step as all vapor will deposit on the lenses and inside of chamber before vacuum is broken. 5. Redo machine a. Lenses that have been improperly coated are placed in a bath of RD- 207 to remove coatings, then are sent back through the process.. 9388215 EA9L024.doc Copyright 2009 Kleinfelder Page 4 of 6 January 29, 2009 KLEINFELDER 2405 14Uth Avenue NE, ; .. r 1.101, !3r?IIv_,t `1 /A 98005 p 1425.562.4200 f 1 425.562.4201 Process Material Annual Usage' ,Usage per week' lb /yr Gal/yr • lb /wk gal /wk P - 205 14263 1643 274.3 31.6 CR - 2020 1414 166 27.2 3.2___ IP - 498 821 108 15.8 2.1 _ IPS - 407 440 65 8.5 1.3 I_H C - 573 1138 134 21.9 2.6 IHCS - 512 376 56 7.2 1.1 1 RD - 207 30872 3557 593.7 68.4 6. Clip /strip line a. The tooling and miscellaneous equipment that has accumulated a build up of coating material needs to be cleaned occasionally by baths of RD -207. The annual and weekly usage of the (liquid) coating materials has been indicated in the table below: TABLE 1 ANNUAL AND WEEKLY COATING MATERIAL USAGE 1. Based on material consumption to coat 17,000 lenses per week 52 weeks per year. Bulk storage of the liquid coating materials will be in a designated storage area in the facility and brought to the lens coating machinery. Storage and handling of these materials will be in compliance with applicable federal, state, and local requirements. Specifically, IHC -573 will be stored in either a refrigerator or a freezer. The remaining materials are stored at room temperature in appropriate sized safety storage cabinets. Spill control equipment and personnel protective equipment (i.e. gloves) will be staged within the bulk storage area. Spill procedures (as necessary) will include the usage of orange soap (OS -343). A copy of an MSDS regarding OS -343 is included as an attachment to this letter. Hazardous wastes generated during the process are limited to spent P -205 and RD -207. As stated above, these two materials are very similar is use and composition, varying only slightly from each other in pH. These two materials are the only materials actively taken out of the process to be disposed of as waste. They are considered hazardous waste due to their high pH and caustic nature. P -205 and RD -207 will typically be removed from the process and stored in 330 938821SEA9L024.doc Copyright 2009 Kleinfelder KLEINFELDER 2405 140th Avenue NE, Suite A101, Bellevue, WA 98005 Page 5 of 5 .January 29. 2009 P P5 562 4200 f 1 425 562.4201 gallon totes until a licensed hauler is scheduled to pick them up. The waste totes will be stored in an appropriately contained storage area for daily pick -up. The remainder of the materials can be disposed of as non hazardous waste„ In the case of the coatings (IP -498, IPS -407, IHC 573, and IHCS -512), they can be reused. CLOSING If you have any questions or require additional information, please feel free to contact us at (425) 562 -4200. Sincerely, KLEINFELDER WEST, INC. Ted W. Sykes Project Manager Attachments: Figure A -1, Process Flow Diagram MSDS Sheets CC: Martin Reimers, Principal, Concept Architecture Sam Morris, PM, MulvannyG2 Architecture 93882/SEA9L024 duo Copyright 2009 Kleinfelder ( D r - Banton B own Staff Engineer Page 6 of 6 January 29, 2009 KLEINFELDER 2405 140;Ii Avenue NF, Suite Ala], ge e'v,F '.N4%. 9Kr_1 p 1425562.4200 f l 425.552.4201 r Surface Prep Line (Crest M4517) Coating Lines SCL CD2K5 & CD2K6' Curing Ovens (Despatch LBB 2-27P) Surface Coating Properly Applied? Yes Vapor Deposition (satisloh 1200-DLF) Process Complete 93483 PROJECT NO DRAWN: 11/11/08 KLE/NFELDER DRAWN BY. DO Bright People Right So!ations. ClI B Y VA FILE NAME: PI-D FINAL t Redo Line (Crest M4518) No Clip/Strip Line (Crest M4519) Tooling return to front end PROCESS FLOW DIAGRAM COSTCO OPTICAL LAB AIR PERMITTING FIGURE A-1 P'odtt0 d.rttfer )Emerge ncy Overview] fNM1ASClaeeilketi,* Corrosive Li(uid IPoterdial Health Effects] Eyes - Flush immediately, seek medical aid. P -205 Product Use Eye Glass Cleaner if available. 34590 -94 -8 Ma,utacturer's Name Sunland Chemical & Research Corp Supplier's Name I Coat Company Sheet Address 12020 Mora Drive 1310 -73 -2 Street Address 5447 San Fernando Rd. W. City Los Angeles , 4 -2 Prarince CA City Santa Fe Springs Pryrarce CA Tribasic Salt Postal Code 90039 I Emergency Telephone 800- 424 -9300 Pastel Code 90670 Emergency Telephone Ron -Al2 =- . : Date MSDS Pre corod June 27, 2007 MSOS Prepared By Max Cohen Phone Number 818- 244 -9600 Route d Entry if Stdn Contact ❑ Skin Absorption R Eye Contact 0Inhaltio, SS Ingestion )Emerge ncy Overview] IVMMIS Symboa] y Health - 2, Fire - 0, Reactivity IPoterdial Health Effects] Eyes - Flush immediately, seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothin. Ingestion - Do not induce vomiting. Give large amounts of water or milk, if available. Hazardous Ingredients (specific) % CAS Number LC. of Ingredient (specify species and mule) LC. oflIngredlent (specify species) Glycol Ether DPM 8 -18 34590 -94 -8 N/A N/A Sodium Hydroxide Solo. 5 -12 1310 -73 -2 N/A N/A Sodium Phosphate, , 4 -2 inioi -R9 -n CTRL —RAT Nf A Tribasic Salt 7400 mg kg Sin Contact Wash with large quantities of water. Remove contaminated clothing. immediatel with large amounts of water. Seek medical aid. Eye Contact Flush mristation N/A in Give large amounts of water or milk, if available. Seek Medical'. aid, MATERIAL SAFETY DATA SHEET ® 16 Sections SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES 5711,16 c6/99! SAMPLE FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OFBRMSH COLUMBIA ( Optional, not required under WHMIS Please continue on reverse side r _ Handling Procedures and Equipment Do not get into eyes, on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber Expoeurs Limits 0 ACAIN TLV 0 OSHA PEL 0 Other (spedly) None established Spec& Engineering Controls (such as verrttlaU ,, enclosed sroce e) Use with adequate ventilation. Mechanical ventilation may be needed MsenadE inction Product is not combustible. Use water spray, where open areas are not available. Flrnhpoed (°C) and Method N/A Upper Flammable Limit (% by volume I N/A Personal Protean.. Equipment a Mass XI kewraor a9 E 0 Forxweer 0 Clothing 0 Other A doipn'Brn Temperature ( N/A II checked, Owns apecdy type Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. Explwion Oata— Sene3kityto St Dlechae a N/A Hazardous Combuahon Praducte None Handling Procedures and Equipment Do not get into eyes, on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber gloves and protective clothing. Storag Ae en, errta Kei p container closed. Store in cool 'dry place. MsenadE inction Product is not combustible. Use water spray, in area 'stored. foam or carbon dioxide Flrnhpoed (°C) and Method N/A Flammable ❑ Yee d yee. under which conditions? MsenadE inction Product is not combustible. Use water spray, in area 'stored. foam or carbon dioxide Flrnhpoed (°C) and Method N/A Upper Flammable Limit (% by volume I N/A Leaver Flammable Umit by vdume) N/A A doipn'Brn Temperature ( N/A Elmbcion Daa — Seneit dyto Impact N/A Explwion Oata— Sene3kityto St Dlechae a N/A Hazardous Combuahon Praducte None (NFPA) r product Identifier SECTION S — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES Leek and Spill Procedures Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Flush area g filet l4 ateral g R taatee regulations. AND - 2 - SECTION 8 -- EXPOSURE CONTROL / PERSONAL PROTECTION l Optional, not required under WNW Recta of Aorta Exposure The use of this product without protection can cause burns to the exposed areas. Vapour Density (air - 1) Vapour Pressure (mmHg) R.,-6,4N, and under what conditions? Will react with strong acid solutions. Boiling Pant ( Nemrdoue Decornnwrnon Preclude None pi 12.0 Coelfbioni al Water/Oil DiehiDutlon Deets c1 Chronic &c oeore If material is not washed off, severe burns can result. Intl,,,,, oI Prod„ct • Sidn Seo tz4tcm Respiratory Sensitization N/A Carenopenlc*y— IARC N/A Carcinogenicity — ACGIN N/A Re Ixoductive Toiscy N/A T'aralopentcy N/A Em bryctotdcy N/A Mutagenictty N/A Nerve et Synerg eslic Products/Enacts Chemical StabWly ® Yes O No H no, under which conditions? Incompadbity with Cite. Substance. 20ye' ON. Ilya., which ones? Strong acids Vapour Density (air - 1) Vapour Pressure (mmHg) R.,-6,4N, and under what conditions? Will react with strong acid solutions. Boiling Pant ( Nemrdoue Decornnwrnon Preclude None pi 12.0 Ptyekai State Liquid Odour and Appearatte * Odour Throehold (porn) SpeckkGravity 1.04 Vapour Density (air - 1) Vapour Pressure (mmHg) Evaporation Rate N/A Boiling Pant ( Freezing Point ) C) pi 12.0 Coelfbioni al Water/Oil DiehiDutlon (Solubility in Weer) Complete , r Product Identifier SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 — STABILITY AND REACTIVITY SECTION 11 — TOXICOLOGICAL INFORMATION Optional, not required under WHM!S 1 1 -3- Please continue on reverse side Special Shlppnv infonndlon DOT: Corrosive liquid, N.O.S., (Sodium Hydroxide, Dipropylene Glycol), 8, PIN (asap( UN1760, PG111 roe toCT) irmoi tlCAO! WHMIS Claudication( Corrosive liquid (OSHA( (asap( FrscA( This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by CPR. [Product Identifier SECTION 12 — ECOLOGICAL INFORMATION tAGUac To dcit No data available. SECTION 13 — DISPOSAL CONSIDERATIONS Waate oet The material from cleaning up a spill of this material may be hazardous waste and may be subject to specific regulations. Contact local govern- ment agency for proper disposal methods in your area. ECTION 14 — TRANSPORT INFORMATION SECTION 15 — REGULATORY INFORMATION SECTION 16 — OTHER INFORMATION I Optional, not required under WHMIS 1 Pot beMN.. CR7n2n lmoom laeeifculmi I Non hazardous Product Ua. Cleaner Memdacanr 5 Nern - Sunland Chemical & Research Corp Snootier a Nome 7 Coat Company SM..tACdreea 5447 San Fernando Rd. W. Street Addreea 12020 Mora Drive oy Los Angeles PvMc CA C:y Santa Fe Springs Pro+iice CA pcomi Code 90039 Errrtpency Teleanone 800 - 424 -9300 Postal Cue 90670 Eneeaency Tebphone 800- 832 -2628 ua MSOS Prepares July 7, 2007 MSC' Prepared By M. Cohen Phone Number 818-244-9600 Rout. d Ermy ,�} `�'[ Skin Contact S, .7baor000n E're C.:n tar: "Thrillaarm ] lopesron iFinersencv0ostw+�I IWHUIS Symbols Health - 1, Fire - 0, Reactivity - 0 (Pc.ntiai Halm EH em- I Mild eye irritant. Prolonged exposure can cause skin dryness. No medical conditions are known to be aggravated by contact with this product. Remove to fresh air. Sidn Cart= Minimal effects, rinse skin with water E Carnal Reddening may develop. Wash immediately with lots of water. Imtsia w Non toxic Remove to fresh air. Ingeshw Non toxic Give several, glasses of water to dilute. If stomach upset, SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDLNTIF!CAT1ON SECTION 2 — COMPOSrON /INFORMATION ON INGREDIENTS Hu n oue ingredlertte (specific) N/A 96 CAS NWnber le of Ingredlent (specify species and rourel N/A N/A N/A N/A SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES contact physic 1 nl FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OF BArRSH COLUMBIA t 37 6 (6 /99) MATERIAL SAFETY DATA SHEET — 16 Sections ` fi OAT !f'IIS€_ (: e tt r- I CpUonal. not requ;reo ',aver WHMIS J LC. op ingredktrt fspecaNapeciea) Please continue on reverse side Ore lent None 0 Acali LV 0 CSru PE_ J J•, ow isoecfyf Spec& E rgneermp Camels /snxn as v opdosod rxoCaas) No special ventilation is needed. If used indoors, open window for local air flow. Non hazardous by US DOT standards. Perapnd Protect., Eouatmem None needed 0 Game 3 A... 0 eye > >"octv.ee. 0 edam, 3 tear II cheated, peens ao.cdy We Splash goggles & chemical gloves can be used to protect against sPlashiag. Wash hands after use. Explosion Can— SenoAHity to Stabs Clecnaryn ' ' 1-lanoline rroceaurea and Ettu,prnent No special precautions are required. No special labeling or placarding is needed. Non hazardous by US DOT standards. Lower F!ammade Limit t °', by volume) - Autogndipn TemoerIute t ° Ci I Not flammable Eaolomn gala— Senddinty to lmoact Explosion Can— SenoAHity to Stabs Clecnaryn ' ' Stor:,ce tt,autre.nenrs INFPA) None Flammehte rye ag If yes. underwAkh conditional Meene d Erttinetfpn r aahppw 1 ° CI and Method Upper r ammable Lent (% by ethane) Not flammable Lower F!ammade Limit t °', by volume) - Autogndipn TemoerIute t ° Ci I Not flammable Eaolomn gala— Senddinty to lmoact Explosion Can— SenoAHity to Stabs Clecnaryn ' ' Ha do.a• Con,b,:aon pma..ts N/A INFPA) None Product Identifier SECTION 5 — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES - 2 - Lek and Soil Pnxeouree Avoid eye contact. Skin'contact requires no special attention_ Wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. SECTION 7 — HAN DLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL PROTECTION ( Optional, not required under WHM1S I Mecca at Ana. EAC°sure None noted '2/ects 01 Chranz .=a aoeure odour ihcWtold (OUTS Irrrtortcy at Prxur. Sian S.nettizaaan P.e°vatcry Senmt¢s+cn N/A Carcin°genctty —:* C N/A Cen,nogemcty— ACGtH N/A r....,...,_... , cooly N/A rerat°oenKM N/A - EmW N/A Mutap.n ctty N/A . Nam. at Synergetic Product /E(f.cia Physical star. Blue liquid Odour and App.: ranee odour ihcWtold (OUTS SPectlie t'ramf y 1.020 Va°our Crossly hair - t ) 1.3 Vapour Presevre (mmHg) 18mm Hg @ 20 ° c EreooraocnMate 1 (Butyl Acetate = 1) &din kart 212 F rreearp Para t PH , 9.4 Coefficient at Water /Cif Cistnbution (Solubility to Waxed G 100 % Product Identifier SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 - STABILITY AND REACTIVITY Chemical Stability • Ye. No Inconroatibity with Ott Of SuUarancee Aearnetty and armor whet concnions? Hazardous C.comcoarhon Proaucm None Yea no. urger formen conatione? 7 yea. ■noh one e? SECTION 11 -- TOXICOLOGICAL INFORMATION ( Cpticnal, not required under WH IS — 3— Please continue on reverse side - The information provided with this MSDS is furnished in good faith and without warranty of any kind. !CCT) N/A NCI N/A :ICI i N/A trauaic icaalrt Product is readily decomposed by naturally occuring mirrnnrrjanicmg ' Considered non toxic per EPA Aquatic Toxicity Scale. . Sa.cda Shama In40 maom Considered non hazardous for trans.ortation. i PIN MG N/A !CCT) N/A NCI N/A :ICI i N/A Product Identifier SECTION 12 — ECOLOGICAL INFORMATION SECTION 13 — DISPOSAL CONSIDERATIONS wex. o Dispose of in accordance with all local, state & federal laws. SECTION 14 — TRANSPORT INFORMATION SECTION 13 — REGULATORY INFORMATION tWHMISCaniic nonI Non hazardgus tSERAJ None listed CSHAI MSC Nnn 1 i steel None listed This product has been ctassifled in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSOS contains all of the information required by CPR. SECTION 16 — OTHER INFORMATION Ccrlonai. nor required under WHMIS -4.- Name EC No. CAS -No. Content Classification 1- METHOXY -2- PROPANOL 203-539-1 107 -98 -2 30 -60% R10 N- METHYL- 2- PYRROLfDONE 212 -828 -1 872 -50 -4 1 -5% Xi; R36/38 PROPAN -2 -OL 200 -661 -7 67 -63 -0 10 -30% F; R11 Xi; R36 R137 Effecii,c I inane 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IP -498 PART NUMBER 3- 928 -498 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION/INFORMATION ON INGREDIENTS The Full Texl for all ft-Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3 HAZARDS IDENTIFICATION Flammable Irritating to eyes Vapors may cause drowsiness and dizziness CLASSIFICATION Xi; R36. R10, R67. MATERIAL SAFETY DATA SHEET IP-498 ENVIRONMENT The product is not expected to be hazardous to the environment. PHYSICAL AND CHEMICAL HAZARDS The product is flammable, and heating may generate vapors which may form explosive vapor /air mixtures HUMAN FIF_AIJH In high concentrations, vapors and spray mists are narcotic and may cause headache. fatigue. dizziness and nausea Irritating to eyes 4 FIRST - AID MEASURES - - / t1 1 Ik Fr; I• -!i` C::::i�; GENERAL INFORMATION G first aid, rest, warmth and fresh air. Do not give victim anything to drink if they are unconscious. Get medical attention if any d continues INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems. artificial respiration /oxygen Get medical attention if any discomfort continues INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation - Do not induce vomiting. If vomiting occurs, keep head low Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing Wash off promptly and flush contaminated skin with water Promptly remove clothing if 4oaked through and flush skin with water I IP -498 N1SDS Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) N- METHYL- 2- PYRROLIDONE OFS 25 ppm (Sk) '03 mg /m3 (Sk) 75 ppm (Sk) 309 mg /m3 (Sk) IP -498 EYE CONTACT ! i6 ; ;I 1.:W•; : Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing Effective I Ii10m7 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Fire can be extinguished using: Water spray. fog or mist. Foam, carbon dioxide or dry powder. Dry chemicals, sand, dolomite etc_ SPECIAL FIRE FIGHTING PROCEDURES Use pressurized air mask if product is involved in a fire. Cool containers exposed to flames with water until well after the fire is out. UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet ENVIRONMENTAL PRECAUTIONS Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. SPILL CLEAN UP METHODS Keep combustibles away from spilled material. Extinguish all ignition sources Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Wash thoroughly after dealing with a spillage 7 HANDLING AND STORAGE USAGE PRECAUTIONS Keep away from heat, sparks and open flame. Avoid spilling, skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level STORAGE PRECAUTIONS Flammable /combustible - Keep away from oxidizers. heat and flames Store in tightly closed original container in a cool, dry well- ventilated place- Keep in original container Avoid contact with oxidizing agents STORAGE CLASS Flammable liquid storage 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS OES = Occupational Exposure Standard MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT PROCESS CONDITIONS Provide eyewash station. ENGINEERING MEASURES Provide adequate ventilation, including appropriate local extraction. to ensure that the defined occupational exposure limit is not exceeded. All handling to take place in well - ventilated area. IP 4t)8 MSI'S Effecuvc I I !I(1 /B7 IP -498 RESPIRATORY EQUIPMENT Wear mask supplied with Gas cartridge suitable for organic substances. HAND PROTECTION Use protective gloves made of: Neoprene. Nitrite. Rubber (natural, latex). EYE PROTECTION Wear splash -proof eye goggles to prevent any possibility of eye contact. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of skin contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do riot eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Lightly colored. ODOUR Organic solvents. SOLUBILITY Soluble in water BOILING POINT ( °C) VAPOUR DENSITY (air =1) FLASH POINT ( °C) 10 STABILITY AND REACTIVITY STABILITY No particular stability concerns CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact w strong oxidizers. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors 11 TOXICOLOGICAL INFORMATION GENERAL INFORMATION Prolonged and repeated contact with solvents over a long period may lead to permanent health problems INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing INGESTION Gastrointestinal symptoms, including upset stomach. SKIN CONTACT Acts as a defatting agent on skin tvlay cause cracking of skin, and eczema EYE CONTACT Irritating and may cause redness and pain 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13 DISPOSAL CONSIDERATIONS 82 C @ 760 mm Hg RELATIVE DENSITY 3.9 VOLATILE BY VOL. (%) 26C/78 8F Sh CC (Setaflash SOLUBILITY VALUE (g/100g closed H2O @20 °C) cup) 0.9148/ml @ :IS C 95 5 100 GENERAL INFORMATION Waste to be treated as controlled waste Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. Make sure containers are empty before discarding (explosion risk). Absorb in vermiculite or dry sand, dispose in licensed special waste. 3 II' -498 NISI» Effective 11 /10 /07 14 TRANSPORT INFORMATION UK ROAD CLASS 3 PROPER SHIPPING NAME RESIN SOLUTION UN NO. ROAD 1866 UK ROAD PACK GR III ADR CLASS NO 3 ADR CLASS Class 3: Flammable liquids. ADR PACK GROUP III HAZARD NO (ADR) 30 Flammable liquid (flash -point between 23 °C and 61°C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61°C heated to a temperature equal to or above its flash -point or self heating liquid HAZARD No (ADR) 30 HAZCHEM CODE 3Y RID CLASS NO 3 UN NO. SEA 1866 IMDG PAGE NO 3 EMS F-E. S -E MARINE POLLUTANT No. ICAO CLASS 3 15 REGULATORY INFORMATION LABELLING RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Irritant IP -498 ADR LABEL NO 3 CEFIC TEC(R) NO 30GF1 -II 3OGF1 -sp RID PACK GROUP III IMDG CLASS 3 IMDG PACK GR III MFAG See Guide UN NO. AIR 1866 AIR PACK GR. III RIO Flammable R36 Irritating to eyes R67 Vapors may cause drowsiness and dizziness ''i 1i: Ir S25 Avoid contact with eyes. S26 In case of contact with eyes rinse immediately with plenty of water and seek medical advice. S51 Use only in well - ventilated areas S60 This material and its container must be disposed of as hazardous waste. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002 No 1689. Occupational Exposure Limits 2002 (EH40), Supplement 2003 1 I1)- 1981NISI)S Effect] ve I li I 0/07 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable R36 Irritating to eyes. R36/38 Irritating to eyes and skin. R67 Vapors may cause drowsiness and dizziness IP-498 Name EC No. CAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 PROPAN -2 -OL 200 -661 -7 67 -63 -0 60 -100% F; R11 Xi; R36 R67 Eileen,: I I/I iU07 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IPS -407 PART NUMBER 3- 928 -407 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3 HAZARDS IDENTIFICATION MATERIAL SAFETY DATA SHEET IPS -407 Highly flammable. Irritating to eyes Vapors may cause drowsiness and dizziness. CLASSIFICATION Xi; R36. F; R11 R67. ENVIRONMENT The product is not expected to be hazardous to the environment PHYSICAL AND CHEMICAL HAZARDS The product is highly flammable and explosive vapors /air mixtures may be formed even at normal room temperatures. HUMAN HEALTH In high concentrations, vapors and spray mists are narcotic and may cause headache, fatigue. dizziness and nausea Irritating to eyes Repeated exposure may cause skin dryness or cracking. 4 FIRST - AID MEASURES GENERAL INFORMATION General first aid, rest, warmth and fresh air. Do not give victim anything to drink if they are unconscious Gel medical attention it any discomfort continues INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems, artificial respiration /oxygen Get medical attention if any discomfort continues. INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation. Do not induce vomiting. If vomiting occurs. keep head low Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing Wash off promptly and flush contaminated skin with water Promptly remove clothing if soaked through and flush skin with water IPS -407 Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (5k) 560 mg/m3 (Sk) Effect! I It] 0:07 IPS -407 EYE CONTACT Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Use: Alcohol resistant foam. Carbon dioxide (CO2). Dry chemicals, sand, dolomite etc. DO NOT use water if avoidable. SPECIAL FIRE FIGHTING PROCEDURES Keep run -off water out of sewers and water sources. Dike for water control, UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases. SPECIFIC HAZARDS The product is flammable, and healing may generate vapors which may form explosive vapor /air mixtures. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not discharge onto the ground or into water courses. Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container SPILL CLEAN UP ME mHODS Keep combustibles away from spilled material. Absorb in vermiculite, dry sand or earth and place into containers. Wash contaminated area with water. Wash thoroughly after dealing with a spillage. 7 HANDLING AND STORAGE USAGE PRECAUTIONS Avoid spilling, skin and eye contact Do not use contact lenses. Keep away from heal, sparks and open Flame. Static electricity and formation of sparks must be prevented Use explosion proof electric equipment. Eye wash facilities and emergency shower must be available when handling this product. During application and drying, solvent vapors will be emitted STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well- ventilated place Keep in original container. STORAGE CLASS Flammable liquid storage. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS riFS = ncriipatinnal Exposure Standard MEl = Maximum Exposure I imlt PROTECTIVE EQUIPMENT PROCESS CONDITIONS Provide eyewash station 1 PS -41)7 rrrccx' 11/10m7 IPS -407 ENGINEERING MEASURES r l ;.rl Provide adequate ventilation, including appropriate local extraction, to ensure that the defined occupational exposure limit is not exceeded HAND PROTECTION Protective gloves and goggles must be used if there is a risk of direct contact or splash. EYE PROTECTION Contact lenses should not be worn when working with this chemical! Wear approved safety goggles. OTHER PROTECTION Use engineering controls to reduce air contamination to permissible exposure level. Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. Provide eyewash station and safety shower HYGIENE MEASURES Wash promptly if skin becomes contaminated. Promptly remove non - impervious clothing that becomes contaminated. When using do not eat. drink or smoke 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents SOLUBILITY Slightly soluble in water PHYSICAL DATA COMMENTS Information given concerns the preparation in actual dilution. Information given concerns the major ingredient. RELATIVE DENSITY 10 STABILITY AND REACTIVITY STABILITY No particular stability concerns. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors. 11 TOXICOLOGICAL INFORMATION INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing Vapors have a narcotic effect and may cause headache fatigue dizziness and nausea. INGESTION Gastrointestinal symptoms. including upset stomach SKIN CONTACT Repeated exposure may cause skin dryness or cracking EYE CONTACT Irritating and may cause redness and pain 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13 DISPOSAL CONSIDERATIONS 0 812 g /ml @ 25 C FLASH POINT ( "C) GENERAL INFORMATION Waste to be treated as controlled waste Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority. DISPOSAL METHODS Absorb in vermiculite or dry sand, dispose in licensed special waste Make sure containers are empty before discarding (explosion risk) 17C/62 6F Sh CC (Setaflash closed cup) IPS --1117 Efico 14 TRANSPORT INFORMATION UK ROAD CLASS PROPER SHIPPING NAME UN NO. ROAD A.DR CLASS NO. ADR PACK GROUP 15 REGULATORY INFORMATION I ABELLING RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION 3 FLAMMABLE LIQUID, N O.S. (Isopropanol, 1- Methoxy- 2- Propanol) 1993 3 I I HAZARD No (ADP) 33 HAZCHEM CODE 3YE RID CLASS NO. 3 IN NO SEA 1993 IMDG PAGE NO 3 EMS F -E, S -E MARINE POLLUTANT Na. ICAO CLASS 3 Irritant il IPS -407 Highly Flammable R11 Highly flammable. R36 irritating to eyes. R67 Vapors may cause drowsiness and dizziness UK ROAD PACK GR II ADR CLASS Class 3: Flammable liquids. HAZARD NO. (ADR) 33 Highly flammable liquid (flash -point below 23 °C) ADR LABEL NO. 3 CEFIC TEC(R) NO 300F1 -h 31OGF1 -sp RID PACK GROUP II IMDG CLASS 3 IMDG PACK GR. II MFAG See Guide UN NO AIR 1993 AIR PACK GR. II S9 Keep container in a well- ventilated place S16 Keep away from sources of ignition - No smoking S25 Avoid contact with eyes. S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice. S51 Use only in well- ventilated areas S60 This material and its container must be disposed of as hazardous waste. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002_ No 1689 Occupational Exposure Limits 2002 (EH40), Supplement 2003 ! IPS -407 Effenve 11/100/7 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. IPS -407 IPS -407 Name EC No. :::AS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 ETHANOL 200 -578 -6 64 -17 -5 10 -30% F; R11 METHANOL 200 -659 -6 67 -56 -1 5 -10% F; R11 T; R23/24/25, R39/23/24/25 F.fkctnc Dim 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME PART NUMBER SUPPLER IHC -573 3- 928 -573 SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel (800) 424 -9300 Fax' (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS MATERIAL SAFETY DATA SHEET IHC -573 The Full Text for all R- Phrases are Displayed in Section 16 3 HAZARDS IDENTIFICATION Flammable I iarmful by inhalation, in contact with skin and it swallowed. Harmful, possible risk of irreversible effects through inhalation, in contact with skin and if swallowed, CLASSIFICATION Xn, R20/21/22. R68/20/21/22. R10. 4 FIRST - AID MEASURES INHALATION Move the exposed person to fresh air at once. Provide rest, warmth and fresh air. Get medical attention if any discomfort continues. When breathing ;s difficult, properly trained personnel may assist affected person by administering oxygen Perform artificial respiration if breathing has stopped Keep the affected person warm and at rest. Gel prompt medical attention INGESTION DO NO f INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately Irom source 01 exposure. Drink plenty of water. Get medical attention immediately! Provide rest, warmth and fresh air SKIN CONTACT Remove affected person from source of contamination. Remove contaminated clothing Wash the skin immediately with soap and water Get medical attention promptly if symptoms occur after washing. NOTE! Effects may be delayed. Keep affected person under observation EYE CONTACT Remove victim immediately from source of exposure Make sure to remove any contact lenses from the eyes before rinsing Promptly wash eyes with plenty of water while lifting the eye lids. Continue to rinse for at least 15 minutes and gel medical attention 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Extinguish with alcohol - resistant foam, carbon dioxide, dry powder or water fog. II.I(' -573 Name Std LT -ppm LT - mg /m3 ST - ppm ST - mg /m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm (Sk) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) Effe irrc I I /10 /117 I H C -573 SPECIAL FIRE FIGHTING PROCEDURES ) { ' II i Avoid breathing fire vapors. Keep up -wihd to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run -off water out of sewers and water sources. Dike for water control_ Avoid water in straight hose stream; will scatter and spread fire. SPECIFIC HAZARDS By heating and fire, harmful vapors /gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses SPILL CLEAN UP METHODS Wear necessary protective equipment Stop leak If possible without risk DO NOT touch spilled material! Extinguish all ignition sources Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers Do not contaminate water sources or sewer. Ensure that waste . and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container 7 HANDLING AND STORAGE USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Ventilate well. avoid breathing vapors. Use approved respirator If air contamination is above accepted level Keep away from heat, sparks and open flame. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS MEL = Maximum Exposure Limit PROTECTIVE EQUIPMENT ENGINEERING MEASURES Provide adequate general and local exhaust ventilation RESPIRAI URY EQUIPMEN I No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit HAND PROTECTION Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier. who can inform about the breakthrough time of the glove material. EYE PROTECTION Wear approved safety goggles OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. II IC .573 Elrcunva 11/10/07 HYGIENE MEASURES i'1ak!I iy leas= U.it.1 Ur DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, think or smoke 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents. SOLUBILITY Slightly soluble in water RELATIVE DENSITY 1 01 - 1.02 g /ml @ 25 C VAPOUR DENSITY (air =1) >1 VAPOUR PRESSURE 66 66 mbar 25 C pH•VALUE, CONC. SOLUTION 5 5 - 6 5 VISCOSITY 7 - 10 cps n 25 C FLASH POINT ( °C) 26C /78.8F Sh CC (Setaflash closed cup). 10 STABILITY AND REACTIVITY STABILITY Stable under normal temperature conditions CONDITIONS TO AVOID Avoid heal, flames and other sources of ignition Avoid contact with Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates. Toxic gases /vapors /fumes of Carbon monoxide (CO) Carbon dioxide (CO2). 11 TOXICOLOGICAL INFORMATION INHALATION Harmful by Inhalation Harmful. possible risk of irreversible effects through inhalation INGESTION Harmful if swallowed. Harmful possible risk of irreversible effects if swallowed. SKIN CONTACT Harmful in contact with skin. Harmful' possible risk of irreversible effects in contact with skin. EYE CONTACT May cause severe irritation to eyes HEALTH WARNINGS INHALATION. Prolonged inhalation of high concentrations may damage respiratory system. SKIN CONTACT Acts as a defatting agent on skin May cause cracking of skin. and eczema. Prolonged or repealed exposure may cause severe irritation. EYE CONTACT May cause severe irritation to eyes, INGESTION. The product causes irritalion of mucous membranes and may cause abdominal discomfort if swallowed TARGET ORGANS Skin Eyes Respiratory system. hungs. 12 ECOLOGICAL INFORMATION ECOTOXICITY No negative effects on the aquatic environment are Known. The product components are not classified as environmentally nazardous. However, tms does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. 13 DISPOSAL CONSIDERATIONS DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION IHC -573 I I IC-573 Effhc■ce 11 /10,11 UK ROAD CLASS 3 PROPER SHIPPING NAME RESIN SOLUTION UN NO ROAD 1866 UK ROAD PACK GR Ift ADR CLASS NO 3 ADR CLASS Class 3: Flammable liquids ADR PACK GROUP III HAZARD NO (ADR) 30 Flammable liquid (flash-point between 23 °C and 61`C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61°C. heated to a temperature equal to or above its flash- point, or self heating liquid HAZARD No (ADR) 30 ADR LABEL NO 3 HAZCHEM CODE 3Y CEFIC TEC(R) NO 30GF1 -I +II, 30GF1 -sp RID CLASS NO 3 RID PACK GROUP III UN NO SEA 1866 IMDG CLASS 3 IMDG PAGE NO 3 IMDG PACK GR. III FMS F -E. S -E MFAG See Guide MARINE POLLUTANT No. UN NO. AIR 1866 ICAO CLASS 3 AIR PACK GR III 15 REGULATORY INFORMATION LABFLLING CONTAINS RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Harmful METHANOL IHC -573 STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH40. Introduction to Local Exhaust Ventilation HS (G) 37 CHIP for everyone HSG (108) R10 Flammable R20/21/22 Harmful by inhalation, in contact with skin and if swallowed R68/20/21/22 Harmful. possible risk of ilreverslble effects through inhalation. in contact with skin and if swallowed. S51 Use only in well - ventilated areas S36/37 Wear suitable protective clothing and gloves S60 This material and its container must be disposed of as hazardous waste ! I1I(' -573 Effen inulu7 IHC -573 )Ai DATE 11116/07 !1'.', Il_.'ir';_.. RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R23/24/25 Toxic by inhalation, in contact with skin and if swallowed. R39/23/24/25 Toxic: danger of very serious irreversible effects through inhalation, in contact with skin and it swallowed. Il1C -573 Name EC No. CAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 ETHANOL 200 -578 -6 64 -17 -5 60 -100% F, R11 ISOBUTYL METHYL KETONE 203 -550 -1 108 -10 -1 < 1% F; R11 Xn; R20 Xi; R36/37 R66 METHANOL 200 -659 -6 67 -56 -1 1 -5% F; R11 T; R23/24/25, R39/23/24/25 PROPAN -2 -OL 200 -661 -7 67 -63 -0 5 -10% F; R11 Xi; R36 R67 Effective 111 107 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IHCS -512 PART NUMBER 3 -928 -512 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel (714) 939 -8300 Tel (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R Phrases are Displayed in Section 16 3 HAZARDS IDENTIFICATION Highly flammable Harmful by inhalation. in contact with skin and if swallowed. Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. CLASSIFICATION Xn R20/21/22. R68/20/21/22. F; R11 4 FIRST -AID MEASURES MATERIAL SAFETY DATA SHEET IHCS -512 INHALA TION Move the exposed person to fresh air at once Provide rest, warmth and fresh air. Get medical attention if any discomfort continues When breathing is ddficult, properly trained personnel may assist affected person by administering oxygen. Perform artificial respiration if breathing has stopped Keep the affected person warm and at rest Get prompt medical attention INGESTION DO NOT INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately from source of exposure. Drink plenty of water. Get medical attention immediately! Provide rest. warmth and fresh air. SKIN CONTACT Remove affected person from source of contamination Remove contaminated clothing. Wash the skin immediately with soap and wale' Get medical attention promptly if symptoms occur after washing NOTE! Effects may be delayed. Keep affected person .ender observation. EYE CONTACT Remove victim immediately from source of exposure Make sure to remove any contact lenses from the eyes before rinsing Promptly wash eyes with plenty of water while lifting the eye lids Continue to rinse for at least 15 minutes and get medical attention. • 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Extinguish with alcohol- resistant foam, carbon dioxide. dry powder or water fog I II ICS-512 tvISDS Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm ($k) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg/m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg/m3 (Sk) 150 ppm (5k) 560 mg /m3 (Sk) ISOBUTYL METHYL KETONE OES 50 ppm (Sk) 208 mg/m3 (Sk) 100 ppm (5k) 416 mg /m3 (Sk) Effcurc I Ii10 /07 UNUSUAL FIRE 8 EXPLOSION HAZARDS May travel considerable distance to source of ignition and flash back. SPECIFIC HAZARDS By heating and fire, harmful vapors/gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire 6 ACCIDENTAL RELEASE MEASURES 7 HANDLING AND STORAGE 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT IHCS -512 SPECIAL FIRE FIGHTING PROCEDURES !,r--fly `; Avoid breathing fire vapors. Keep up -wind to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run -off water out of sewers and water sources. Dike for water control. Avoid water in straight hose stream: will scatter and spread fire. PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses SPILL CLEAN UP METHODS Wear necessary protective equipment. Stop leak if possible without risk. DO NOT touch spilled material! Extinguish all ignition sources. Avoid sparks, flames, heal and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Do not contaminate water sources or sewer. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container USAGE PRECAUTIONS Avoid spilling skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. Keep away from heal, sparks and open flame. Static electricity and formation of sparks must be prevented. STORAGE PRECAUTIONS Store in tightly closed original container in a cool dry well - ventilated place. Keep in original container Ground container and transfer equipment to eliminate static electric sparks. STORAGE CLASS Flammable liquid storage ENGINEERING MEASURES Provide adequate general and local exhaust ventilation. RESPIRATORY EQUIPMENT No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit II ICS -512 MSDS Effro lye Irnun; IHCS -512 HAND PROTECTION 'I I 'c r; .0 ", Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier, who can inform about the breakthrough time of the glove material EYE PROTECTION Wear approved safety goggles. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Colorless ODOUR Solvent RELATIVE DENSITY 0 81 g /ml @ 25 C 10 STABILITY AND REACTIVITY 11 TOXICOLOGICAL INFORMATION TOXICOLOGICAL INFORMATION No data recorded. 12 ECOLOGICAL INFORMATION 13 DISPOSAL CONSIDERATIONS FLASH POINT ( °C) STABILIl Y Stable under normal temperature conditions. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition Avoid contact with' Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates: Toxic gases /vapors /fumes of Carbon monoxide (CO) Carhon dioxide (CO2) The product causes irritation of mucous membranes and may cause abdominal discomfort if swallowed TARGET ORGANS Skin. Eyes Respiratory system, lungs 19C/66.2F Sh CC (Setaflash closed cup) INHALATION Harmful by inhalation. Harmful possible risk of irreversible effects through inhalation INGESTION Harmful if swallowed. Harmful possible risk of irreversible effects if swallowed SKIN CONTACT Harmful in contact with skin Harmful. possible risk of irreversible effects in contact with skin EYE CONTACT May cause severe irritation to eyes HEALTH WARNINGS INHALATION Prolonged inhalation of high concentrations may damage respaatory system. SKIN CONTACT Acts as a defatting agent on skin May cause cracking of skin, and eczema. Prolonged or repeated exposure may cause severe irritation EYE CONTACT May cause severe irritation to eyes INGESTION ECOTOXICITY No negative effects on the aquatic environment are known The product components are not classified as environmentally hazardous. However this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. II ICS -512 h4SI)S Effrcnrr 1111(1107 IHCS -512 DISPOSAL METHODS t Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION UK ROAD CLASS PROPER SHIPPING NAME UN NO. ROAD ADR CLASS NO. A.DR PACK GROUP HAZARD No. (ADR) HAZCHEM CODE RID CLASS NO UN NO SEA. 1170 IMDG PAGE NO 3 EMS F -E S -D MARINE POLLU (ANT No ICAO CLASS 3 15 REGULATORY INFORMATION LABELLING CONTAINS RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION 3 ETHANOL (ETHYL ALCOHOL) or ETHANOL SOLUTION (ETHYL ALCOHOL SOLUTION) 1170 UK ROAD PACK GR. II 3 ADR CLASS Class 3. Flammable liquids HAZARD NO. (ADR) 33 Highly flammable liquid (flash -point below 23'Cj 33 ADR LABEL NO. 3 2YE CEFIC TEC(R) NO. 30GF1 -Ill 3 RID PACK GROUP II IMDG CLASS 3 IMDG PACK GR II MFAG See Guide UN NO AIR 1170 AIR PACK GR. II Harmful METHANOL Highly Flammable R11 Highly flammable. R20/21/22 Harmful by inhalation, in contact with skin and if swallowed R68/20/21/22 Harmful. possible risk of irreversible effects through inhalation in contact with skin and if swallowed. S9 Keep container in a well - ventilated place S16 Keep away from sources of ignition - No smoking. 351 Use only in well - ventilated areas. S36/37 Wear suitable protective clothing and gloves. S60 This material and its container must be disposed of as hazardous wtrste STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH40. Introduction to Local Exhaust Ventilation HS (G) 37. CHIP for everyone HSG (108) 4 IHE'S -5I2 Iv1 1SI)S Fffccucc Il fill /U7 DATE 11/16/07 IHCS -512 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R20 Harmful by inhalation_ R23/24/25 Toxic by inhalation, in contact with skin and if swallowed_ R36 Irritating to eyes. R36/37 Irritating to eyes and respiratory system R39/23/24/25 Toxic. danger of very serious Irreversible effects through inhalat on. in contact with skin and if swallowed R66 Repeated exposure may cause skin dryness or cracking R67 Vapors may cause drowsiness and dizziness. IHCS -512 NISDS Product loendlhi Rn 747 iEtneroencr Cvenrie,.i iwHAASCasaIleabeeI Corrosive Li_•uid Product lice Eye Glass Cleaner Skin - Wash immediately with plenty of water. Remove contaminated clothin. Manwacturera Name Sunland Chemical & Research Corp Sucoeer a Ni.,.. ' I Coat Company Street Ade-ass 5447 San Fernando Rd. W. • Street Add reel 12020 Mora Drive C:ry Los Angeles I N /T, Prvnnce CA Cdv Pro.nee Santa Fe Springs ICA Poxal Goo; 90039 E:nerGncy Tehcnme 800 - 424 -9300 Posta/ Code 1 Emergency Tde none 90670 I ern -8311- .2; Care MSCS Ph3oareo June 27, 2007 I .MSCS Preoar.d ae 1 phone Number I Max Cohen 1818- 244 -9600 Pour. a&,„ aS ion C•:nrac: D Sk1n Meerceon $E', -e iontac; T;nnaancn .$'ecesrcr. iEtneroencr Cvenrie,.i ! WHMI S °Rnop. 1 , Health - 2, Fire - 0, Reactivity Pctennal Hearth Ettectal Eyes - Flush immediately, seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothin. Ingestion - Do not induce vomiting. Give large amounts of water or milk, if available. Hazardous Ingredients (specific) ,5 I CAS Number • I LD of Ingredient (Specify species and mural I LC of Ingredient ! (Spec Glycol Ether DPM 8 -18 134590 -94 -8 medical aid. N/A kr:aieorn N/A I N /T, Sodium Hydroxide Soln.�5 -12 1310 -73 -2 ? N/A N/A Sodium Phosphate, .5 - 7 10101 -A9 -n if f}RL -RAT Seek medical iN /A Tribasic Salt 7400 mg kg 1 Scar Caeaat Wash with large quantities of water. Remove contaminated clothing. E camm.t Flush immediately with large amounts of water. Seek medical aid. kr:aieorn N/A ugaenm Give large amounts of water or milk, if available. Seek medical aid. SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS SECTION 3 — HAZA IDENTIFICATION SECTION 4 — FIRST AID MEASURES 571VI6 t6/9s{ MATERIAL SAFETY DATA SHEET — 16 Sections SAM Pi FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OF BRITISH COLUMBIA cncnal. 'of require° under NHMI5 Please continue on reverse side ' I E o,oeure Untte OACZIHTLV 0 OSHAPEL 7 r:tmer None established with adequate ventilation, Wear splash goggles, face shield, rubber Specdic Engmeenng Conttoie (such as ventilation. anc:osed process/ Use with adequate ventilation. Mechanical ventilation may be needed gloves Stora Reouuemau, Keep container closed. Store in cool, dry place. where open areas are not available. foam in area stored. or carbon dioxide Flaehpoml ( °C) and Method N/A Personal Protective Fontomem a Glovee 0 Reeorator •N ere .J Foaweer I Cloth mo J r;tner Autoigndion Temperature (°C1 ExppvCA Data — SenrM wty to Impact N/A I N/A II checked. please speed./ type Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. (NFPA( Handling Pocedwea and Egumment no not get into eyes, on skin or clothing. Do not take internally. Use with adequate ventilation, Wear splash goggles, face shield, rubber and protective clothing. gloves Stora Reouuemau, Keep container closed. Store in cool, dry place. Use water spray, Upper Flammable Lntit 1% by voiumel N/A foam in area stored. or carbon dioxide Flammable O Yee QtVo H yea_ under wAkh condbore7 Mesta d E Product is not combustible. Use water spray, Upper Flammable Lntit 1% by voiumel N/A foam in area stored. or carbon dioxide Flaehpoml ( °C) and Method N/A Lower %remade Umd ('e by ud ume) N/A Autoigndion Temperature (°C1 ExppvCA Data — SenrM wty to Impact N/A I N/A _ b Exoma+ Jaffa — Senadlrity to State °lecherye N/A Harvdoua Comhumion Product, None (NFPA( f Product Identifier SECTION 5 — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE IDIEASURES Leak and Sodl Pnxeduren Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Plush area s idigi i e e1AAibUNG AND STORAGIeE regulations. - 2 - SECTION 8 -- EXPOSURE CONTROL / PERSONAL PROTECTION Optional, not required under WHM /S Elects of Acute Exposure The use of this product without protection can cause burns to the exposed areas. it yea wnien cries? Strong acids Vapour Density (air - t l Vapcw Pressure (mmHg) Erica of Chrome Es Dowse If material is not washed off, severe burns can result. Hetsrcloua Decompavhcn Pra7ucia None PH 12.0 Coefficient of Water /Cii patnbutbn ISokibd'dy in Water] Complete Irritancy of Product Sun Seneitttz ion Pestyrxers Senattancn N/A CarcrrogemeRy - l C N/A Carcinogen ay- ACGIH N/A Pee :Cum" Teriesy N/A Toraogenreny N/A Embryotoaociry N/A 'dutaQenany N/A Name of Synergistic Prodxh /Eiiecta Chemical Sty gi Yee a Na !l no under which condelona? Incompatibily with Cth Of suhstancee Yee ON. it yea wnien cries? Strong acids Vapour Density (air - t l Vapcw Pressure (mmHg) Reactivity and under whet conditions? Will react with strong acid solutions. Boiling Point ( ° C) Hetsrcloua Decompavhcn Pra7ucia None PH 12.0 Filmiest Slate Liquid Qdourand Appearance odour Threehotd(ppnl Specific Gravity 1.04 Vapour Density (air - t l Vapcw Pressure (mmHg) Evapomdoc Rate N/A Boiling Point ( ° C) Freeang Pant ( ° C) PH 12.0 Coefficient of Water /Cii patnbutbn ISokibd'dy in Water] Complete . Product identifier SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 — STABILITY AND REACTIVITY SECTION 11 — TOXICOLOGICAL 'INFORMATION I Optional. not required under WHMiS -3- Please continue on reverse side Special ShwpnQ Iniornution DOT: Corrosive liquid, N.O.S., (Sodium Hydroxide, Dipropylene Glycol) 8, UN1760, PG111 W.N Mc :.0011 peel ilcAcl [WHIMS Cass efic rionl Corrosive liquid (eSHAI iSEiial (TSUI This product has been classified in accordance with the hazard criteria of the Controlled Products RegulationsICPR) and the MSDS contains all of the information required by CPR. I Product Identifier SECTION 12 — ECOLOGICAL INFORMATION mft rows m No data available, SECTION 13 -- DISPOSAL CONSIDERATIONS Mate aamaal The material from cleaning up a spill waste and may be subject to specific regulations. Contact local govern- ment agency for proper disposal methods in your area. SECTION 14 — TRANSPORT INFORMATION SECTION 15 — REGULATORY INFORMATION SECTION 16 — OTHER INFORMATION Optional. not required under WHMIS haz.rd 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation Light irritations of the first respiratory tract. Contact with skin Light irritations. Contact with eyes Light conjuntive irritations. . Ingestion In case of ingestion of large amount can cause gastrointestinal effects. First aid Inhalation If inhaled, move victim to fresh air. Contact with skin Promptly wash skin with plenty of soap and water. Contact with eyes Flush eyes with plenty of water for 15 min. Ingestion Seek medical attention if symptoms persists. Further informations None. 3. HEALTH HAZARD DATA Health intensive actions In case of inhalation of probable small fragments can cause irritations of the first respiratory tract. Health chronic actions In case of inhalation of probable small fragments can cause fibrosis. Refer to Dangerous Properties of Industrial Materials, 8th edition for further information on fibrosis from Cr -SiO. 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name CH -201 Application Chromium- silicon monoxide Manufacturer's name I -Coat Company LLC 2. COMPOSITION DATA Composition Substances % CAS Number Formula Chromium- silicon monoxide 99.9 70320 -14 -8 Cr• -SiO E ffc cI I 1/10/07 r. • lI _ ?1 6 1 ; ,. ij � i i' �� 1 JI F; ` b t1e CH -20I MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV I Chromium: 0.5 mg /m Silicon compounds (amorphous): 10 mg /m Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. Hand protection Wear protection gloves. Wear chemical goggles. Eye protection Skin protection Not necessary. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles. protective gloves and masks with protective filter for inor attic dust. Ecological precautions Do not let olluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in emetic containers. Ffiecttvc 11/10/07 5. FIRE - FIGHTING MEASURES Avoid protracted exposure to air and contact with oxidizer. Move away, if possible, containers from flame. To fight fire use foam, CO2 or dry chemicals. C11 -201 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour - Odour - . Boiling point 2600 °C Flame point N.a. Explosive properties The powdered product could burn after protracted exposure to air. Flammable properties None. Vapor pressure N.a. Specific gravity N.a. pH N.a. Melting point -- 1800 °C. Autoignition The powdered product could burn after protracted exposure to air. Solubility in water Not soluble in water. Soluble in hydrochloric acid and soil acid diluite. 11. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the roduct. Epidemiology Not available research or experimental data in relation with the .roduct. Toxicology Not available research or experimental data in relation with the roduct. 10. REACTIVITY DATA Hazard conditions Avoid long exposure to air. Avoid contact with incompatible materials. Incompatible materials Oxidizer and particullary BrF5, NO, SO2, NI14NO3 + heat. Hazardous decomposition products None. Eficce,r ;l /iwn7 CH-201 M:SI)S Effective 11110107 12. ECOLOGICAL INFORMATIONS Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 15. LABEL AND REGULAMENTATION Label R- phrases S- phrases 16. FURTHER INFORMATIONS FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC 1 -800- 434 -9300 This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. *I -COAT PROPRIETARY AND CONFIDENTIAL. 'HIE INFORMATION CONTAINED IS THE SOLE PROPERTY OF [ -COAT COMPANY ITC ANY REPRODI I('IION IN PART OR AS A WHOLE WITHOUT THE WRIT LEN PERMISSION OF I -COAT t:OMI'ANY LI.0 IS PROHIBITED. CI1 -20I MSDS F. tle!9ive 11l10 /07 Section I - Product Identification Section II — Composition /Information on ingredients Section III - Physical Data Section IV - Fire and Explosion Hazards Material Safety Data Sheet Making lenses better ICTECH, LTD. Hazard Ratings: 0 = Minimal P.O. Box 33485 Health 1 1 = Slight Cleveland, OH 44133 -3084 USA Flammability 0 2 = Moderate 440- 794 -0285; Fax: 440 - 877 -0951 Reactivity 0 3 = Serious For Information: 440 - 230 -9915 Lab Toxicity 0 4 = Severe Emergency 440 -915 -5318 (cell) E -mail: parora @ictechltd.com * *HY -020 is formulated by ICTECH, LTD. for licensed distribution by I -Coat Company LLC Product Name HY -020 Type: Hydrophobic - Oleophobic Chemical Family Name: Bronze porous filter Media plug charged with polymer The composition of the mixture is proprietary information. In the event of a medical emergency, composition information will be provided to a physician or nurse. OSHA Hazard Component None Proprietary polymer <10% None Bronze >90% Boiling Point: N/A Percent Volatile: None Melting Point: N/A pH: N/A Specific Gravity: 4.8 gms /cc Solubility in Water: None Appearance: Shining Golden metal pills Evaporation Rate (BuAc =1): None Flash Point Degree F and Method: N /A, Method Flammable Limits: Lel: N/A UEL. N/A Auto ignition Temperature: N/A Extinguishing Media: Carbon dioxide, dry chemicals, foam and sand Special Fire Fighting Procedure: Wear self - contained breathing apparatus and protective clothing Hazardous Combustion Products: Carbon monoxide, hydrogen chloride, and other organic chemicals Unusual Fire and Explosion Hazards: None 1 HY -020 MSDS Etlective 11110/07 Section V - Reactivity Data Section VI - Health Hazard Data Section VII - Emergency and First Aid Procedures Section VIII - Spill or Leak Procedures Will not spill. Pick up by mechanical means. Section IX - Storage and Handling Procedures Section XI - SARA Title III Data Stability Stable Conditions to Avoid Extreme heat Incompatibility (Materials to Avoid): Strong oxidizing agents, caustic, alcohol, amine, and ammonia Hazardous Decomposition Products Carbon monoxide, hydrogen chloride Hazardous Polymerization: None Route of Entry: None Effects of Acute Exposure to Product: Not known Oral Toxicity Information: Not determined Chronic Toxicity: There are no known chronic effects related to this product Inhalation: N/A Eye Contact: Wash eye with large amount of cold water, if irritation exists get medical attention. Skin Contact: Wash skin with soap and warm water. Ingestion: Never give fluid or induce vomiting if patient is unconscious or having convulsion. Keep at rest. Get prompt medical attention. Section X - Regulatory and Environmental Information r \!i.tk"1(lj Keep container closed. Use of safety glasses, DO NOT WEAR CONTACT LENSES. Hand gloves and lab coat is recommended while using the product. Store and use in a well - ventilated area at room temperature, and away from heat and strong oxidizing agents. The manufacturer, ICTECH LTD., certifies that all components of this product are safe. non- toxic, and environmentally friendly. Department of Transportation (DOT): Not required DOT shipping description: metal parts safe for shipment by any carrier ground or air Signature: Pramod K. Arora, Ph.D. Title: Director, R &D and Process Development Effective date: April 18th, 2001 e -mail: parora @ictechltd.com We believe the statements, technical information and recommendations contained herein, gathered from reference material and is to our best knowledge and belief of ICTECH, Ltd. accurate and reliable but they are given without warranty of any kind, expressed or implied. ICTECH, Ltd. assumes no responsibility for any loss, damage or expense direct or consequential arising out of their improper use. 2 HY -020 MSDS Ettenve 11/10,07 M l< rir.; Ieris(. ;, better `I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION WITHOUT IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 3 HY -020 MSDS 3. HEALTH HAZARD DATA Health intensive actions In case of inhalation of probable small fragments can cause irritations of the first respiratory tract. Health chronic actions Silica is the chief cause of pulmonary dust disease. The prolonged inhalation of dusts containing free silica may result in the development of a disabling, pulmonary fibrosis known as silicosis. The action of crystalline silica on the Refer to Dangerous Properties lungs results in the production of a diffuse, nodular fibrosis in which the of Industrial Materials, 8th parenchyma and the lymphatic systems are involved. This fibrosis is. to a edition certain extent, progressive, and may continue to increase for several years after exposure is termnated The first and most common symptom is shortness of breath. Further progress of the disease results in marked fatigue, extreme dyspnea and cyanosis, loss of appetite, pleuritic pain and total incapacity to work. If tuberculosis does not supervene, the condition may eventually cause death either from cardiac failure or from destruction of lung tissue. t. FIRST AID PROCEDURES Oi'ere_tposure's ci'mptoms Inhalation May cause moderate respiratory irritation May cause abrasive irritation May cause abrasive irritation. No health effects recorded Contact with skin Contact with eyes Ingestion First aid Inhalation If inhaled, move victim to fresh air. Contact with skin Promptly wash skin with plenty of soap and water. Contact with eyes Flush eyes with water for atleast 15 minutes. No health effects recorded. Ingestion 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name QRTZ -I 1 I Application Quarts Manufacturer's name 1 -Coat Company LLC 2. COMPOSITION DATA Composition Substances % CAS Number Formula Silica -fused 0 -100 60676 -86 -0 Si02 Eir•eoee iinwo7 1 ORfZ -III MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV Silica, fused .1 mg /m3 Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. NIOSI -I approved respirator. Hand protection Wear protection gloves. Eye protection - Wear chemical goggles. Skin protection Not necessary, although covering skin with long clothing may prevent abrasion. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles, protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in emetic containers. rfl��i.. Ili ) /0i Further informations None. 5. FIRE - FIGHTING MEASURES > , . /fit. yp .k Non - flammable. Use suitable extinguishing media for surrounding materials and type of fire. Silicon Dioxide is completely oxidized and will not burn. 2 QRTZ -I I I MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour crystalline Odour None Boiling point 2230.00 C (4046.0 F) Flame point N.A. Explosive properties N.A. Flammable properties Non - flammable Vapor pressure No data Specific gravity 2.65 gm /cc pH No data Melting point 1610_00 C (2930_0 I=)- 1710.00 C (3110.0 F) Autoignition N.A. Solubility in water Not soluble in water. Soluble in hydrofluoric acid. I. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Epidemiology Not available research or experimental data in relation with the product. Not available research of experimental data in relation with the product. Toxicology 10. REACTIVITY DATA Hazard conditions Stable material. Avoid contact with incompatible materials. Incompatible materials Hydrofluoric Acid. May emit silicon tetrafluoride. None. Hazardous decomposition products Effective II %10707 3 QRTZ -I I I MSDS 15. LABEL AND REGIJLAMENTATION Label R -ph rases S -ph rases Eflrnnv I (/10/07 12. ECOLOGICAL INFORMATIONS Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 16. FURTHER INFORMATIONS FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -'IREC 1 -800- 434 -9300 This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. k] -l'OA l PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY 4 t1= I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE Wfl I lr)11 T'fI EL WRITTEN PERMISSION OF I -COAT COMPANY [..LC IS PROHIBITED. 4 QRTZ -Ill MSDS 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation May cause moderate respiratory irritation May cause in itation May cause irritation. No acute or chronic health effects recorded. Contact with skin Contact with eyes Ingestion First aid Inhalation If inhaled. move victim to fresh air Give oxygen if breathing is difficult and seek medical attention. Contact with skin Promptly wash skin with plenty of soap and water. Seek medical attention if symptoms persist. Contact with eyes Flush eyes with water for atleast 15 minutes. Seek medical attention if symptoms persist. Ingestion Give 1 -2 glasses of milk or water and induce vomiting. Seek medical attention. Never induce vomiting or give anything by mouth to an unconscious erson. Further informations None. 3. HEALTH HAZARD DATA Health intensive actions Dust inhalation may cause irritation to the upper respiratory tract and mucous membranes. Prolonged contact to the skin and eyes may cause irritation. Health chronic actions May cause slight lesions in the lungs, lung fibrosis, bronchitis and emphysema. 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name TI -700 Application Titanium Manufacturer's name I -Coat Company LLC CRccnvc I 1/10/07 2. COMPOSITION DATA Composition Titanium oxide Substances 0 0 -100 CAS NUM her 12065 -65 -5 Formula Ti305 1 'fI -700 MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV NE Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. NIOSH approved res.irator. Hand protection Wear protection gloves. Eye protection Wear chemical goggles. Skin protection Not necessary, although covering skin with long clothing may prevent abrasion. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles. protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in ernnetic containers. ErTccavc I I/I11/07 5. FIRE- FIGHTING MEASURES Non - flammable. Use suitable extinguishing media for surrounding materials and type of fire. Mny generate toxic fumes if involved in a fire. 1'1 -700 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour Graphite Black Odour None Boiling point N.A. Flame point N.A. Explosive properties N.A. Flammable properties Non - flammable Vapor pressure No data Specific gravity No data pH No data Melting point N.A. Au N. A. Solubility in water No data I I. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Not available research or experimental data in relation with the product. Epidemiology Toxicology Not available research or experimental data in relation with the product. 10. REACTIVITY DATA Hazard conditions Stable material. Incompatible materials None recorded. Hazardous decomposition products None recorded. r fr cn 11/10/07 • 3 TI -700 MSDS IS. LABEL AND REGIILAMENTATION Label R- phrases S- phrases Eltcan.r I t /IU /U7 12. ECOLOGICAL INFORMATIONS Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 16. FURTHER INFORMATIONS This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: ION: CIIEM -TREC; I- 800 - 434 -9300 *I -COAT PROPRIETARY AND CONFIDENTIAL THE-. INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRIT [EN PERMISSION OF I -COA I COMPANY LLC IS PROHIBITED. 4 TI -700 MSDS Health Flammability 2 R eactivity 0 Personal Protection B Prepared by: Regulatory Affairs Dept. Product Name: Orange Soap 05 -343 Generic Name: n/a C hemical F amity: Terpene Solvent Formula: Proprietary - iCoat Special Blend Manufacturer's Name: Suncoast Research Labs, Inc. Address: 2901 Anvil S.t N. St. Petersburg, FL 33710 Phone: (727) 344 -7627 Distributed by: iCoat Company, LLC Address: 12020 Mora Dr Santa Fe Springs, CA 90670 CHEMICAL NAME Citrus T erpenes Surfactant Blend (proprietary) Boiling Point ( F): 310 F. Initial Vapor Pressure: 2mm Hg @ 68 F. % Volatile: 90 SECTION 1- PRODUCT IDENTIFICATION AND SUPPLIER INFORMATION SECTION 3- PHYSICAL DATA SARA Title III Section 31 1 /312 - Hazard Categories: Yes - IireHazard No Sudden R please of Pressure Hazard No Reactivity Hazard Yes Immediate(acute) Health Iaz:rrJ No Delayed (chronic) Health Hazard MATERIAL SAFETY DATA SHEET (Prepared According to 29 CFR 1910.1200) SECTION 2 INGREDIENT INFORMATION CAS NO. 5989 27 5 Specific Gravity: 0.92 Vapor Density (Air =1): 0.012 pH: N/A Solubility in Water: initial with seperation Evaporation R ate (Water =1): <1 Physical Description: Yelow to water - white oil Stability: Stable Hazards Decomposition Products: Carbon monoxide possible if burned. SECTION 5 E ffects of Over exposure: Skin: Prolonged or repeated contact may cause irritation, defatting, or dermatitis. E yes: Eye irritant May cause redness, swelling, or blurred vision. I nhalation. May be irritating to the nose, throat, and lungs. Large amounts can cause headache, nausea, dizziness, weakness, and fatigue. Ingestion: Can cause irritation of the gastrointestinal tract, nausea, vomiting, and diarrhea Asp ration of material into the lungs can cause pneur noni ti s. First Aid Procedures: Skin: Remove contaminated clothing. Wash with soap and water. Seek medical attention if irritation persists. E yes: Flush with large quantities of water, holding eyelids open. Seek medical attention. Inhalation Get to fresh air. If breathing is difficult give oxygen. Seek medical attention is symptoms persist. Ingestion: Do not i ru luce vomiting. Seek medical attention immediately. None I nt'I. /A Freight WT. % 85 15 REACTIVITY DATA PE L SECTION 6 STORAGE AND HANDLING INFORMATION N/A =Not Applicable Effective Date:11 /07 R evision: n/a TWA - TLV SECTION 4 - FIRE AND EXPLOSION HAZAR STEL•TLV D DATA Flash Point (Method Used): 115 F. (1 CC) Upper Explosion Limit: 6.1 Lower F xplosion I- omit. 0.7 Extinguishing M edia: Foam CO dry chemical. Special Firefighting Procedures: Do Not Use Water. Handle as oil fire. Unusual Fire and Explosion hczards: Drums heated by fire can explode Hazardous Polymerization: None Incompatibility (Mater Ieli to A void). Strung oxidizers and acidic agents Combustible Liquid. K eep away from excessive heat, spark or open flames. Do not smoke while handling. K eep out of reach of children. For use by trained personnel only. K eep container closed during storage. For institutional and industrial use only. Avoid contact with eyes, skin and clothing. Wear rubber gloves and eye Ix°tectinn when handling. Avoid breathing of vapors. Use in well - ventilated area. Empty container may contain explosive or flammable vapors. SECTION 7- HEALTH HAZARDS AND FIRST AID SECTION 8- SPECIAL PROTECTION INFORMATION Respiratory Protection: Use with adequate ventilation. Use N I O S H approved Hydrocarbon (Organic vapor) canister respirator when using in confined areas. Ventilation Requirements: Provide ex ol osion-preof ventilation to keep 1I. V of Section 2 ingredients below acceptable lima Pr otective G loves: Solvent proof rubber or vi ton. E ye Protection: Chemical splash goggles or full-face shield. Other Pr otective Equipment: E yewash station should be nearby. Protective chemical resistant outerwear when conditions exist where body contact is possible. SECTION 9- SPILL OR LEAK PROCEDURES Steps to be taken in Case Material is Released or Spilled: Floors will become slippery. Avoid walking in product K eep un personnel away. Mop up or otherwise absorb and hold disposal Avoid discharge to sewer or open waterways. Waste Disposal Method: Any method in accordance with local, state and federal laws: Best method is to recycle or reuse for intended purpose- If discarded, this material and containers should be treated as hazardous waste based on the characteristic of ignitability as defined under federal RCRA regulations (40 CFR 261) Consult local authorities for disposal in public sewer. Do not disposal of into storm drain, stream river or to ground. Rise container thoroughly before discarding in trash. SECTION 10- REGULATORY INFORMATION Shipping Information: riot regulated for ground shipments within the United States U N2319 - T erpene Hydrocarbons. n.o.s Class 3, F lammable I. iquid FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC la-800- 424 -9300 (24 hours, 7 days per week) This product contains tiie foliuwiny toxi dim,nialisi su'uject to the eliuriirig r equiierc rits of sc-ctioo 313 of the F rws gene.y Planning and Cr're'rr unity P rght-Tc. K crj-r Act of 1986 and of40CFR 3/2 CASS Percent by W eight Chemical Name N one This product contains the following chemical (s) which have been established to be either a carcinogen or suspected carcinogen CAS;! Chemical Name Percent by Weight H M I S Hazardous Materials Identification Systern SECTION 11 - OTHER INFORMATION This company cannot anticipate all conditions of handling and use of this product. Therefore, this company accepts no responsibility for results obtained by the application of this information, or the safety and suitability of our products either alone or in combination with other products. It is the responsibility of the user to provide a safe workplace, using the health and safety information contained herein as a guide This company will accept no liability for damages or loss incurred from the improper handling and use of this product 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation Light irritations of the first respiratory tract. Contact with skin Light irritations. Light conjuntive irritations. Contact with eyes Ingestion In case of ingestion of large amount can cause gastrointestinal effects. First aid .- Inhalation If inhaled, move victim to fresh air. CODE c®MP'9 Contact with skin Promptly wash skin with plenty of soap and water. 4 • . - _. Contact with eyes Flush eyes with plenty of water for 15 min. Ingestion Seek medical attention if symptoms persists. MAR 1 2 20n Further informations None. 3. HEALTH HAZARD DATA Health intensive actions In case of inhalation of probable small fragments can cause irritations of the first respiratory tract. Health chronic actions In case of inhalation of probable small fragments can cause fibrosis. Refer to Dangerous Properties of Industrial Materials, 8th edition for further information on fibrosis from Cr -SiO. 2. COMPOSITION DATA Composition Substances % CAS Number Formula Chromium - silicon monoxide 99.9 70320 -14 -8 Cr -SiO 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name CH -201 Application Chromium - silicon monoxide Manufacturer's name I-Coat Company LLC s '° •„ Efkcti, c: I I/10/07 F - CORRECTION 1 Do8' BUILDING ON RECEIVED DEC 2 6 2008 PERMIT CENTER CH -201 MSDS OR N CE 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV Chromium: 0.5 mg /m Silicon compounds (amorphous): 10 mg /m Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. Hand protection Wear protection gloves. Eye protection Wear chemical goggles. Skin protection Not necessary. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles, protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in ermetic containers. [ffcctivc• 11.1111)7 2 MOAT 5. FIRE - FIGHTING MEASURES Avoid protracted exposure to air and contact with oxidizer. Move away, if possible, containers from flame. To fight fire use foam, CO2 or dry chemicals. CH -201 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour - Odour - Boiling point 2600 °C Flame point N.a. Explosive properties The powdered product could burn after protracted exposure to air. Flammable properties None. Vapor pressure N.a. Specific gravity N.a. pH N.a. Melting point — 1800 °C. Autoignition The powdered product could burn after protracted exposure to air. Solubility in water Not soluble in water. Soluble in hydrochloric acid and solfuric acid diluite. 10. REACTIVITY DATA Hazard conditions Avoid long exposure to air. Avoid contact with incompatible materials. Incompatible materials Oxidizer and particullary BrF5, NO, SO2, NH4NO3 + heat. Hazardous decomposition products None. 11. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Epidemiology Not available research or experimental data in relation with the product. Toxicology Not available research or experimental data in relation with the product. Effective 11'I 0/07 3 fl CH -201 MSDS 15. LABEL AND REGULAMENTATION Label R- phrases S- phrases Effective, II PI 0'07 FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC 1 -800- 434 -9300 4 OAT 12. ECOLOGICAL INFORMATIONS Do not let polluted waters irtto sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 16. FURTHER INFORMATIONS This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. CH -201 MSDS Product lderefeer CR9o2n (EmerpencyOae u.ew( 1 WHIASCAmeticalcrt1 Non hazardous N.Not um Cleaner medical conditions are known to be aggravated by contact with this Mettdactuter a Nam; Sunland Chemical • &'Research Corp Sumter s Name _ I Coat Company Street Address 5447 San Fernando Rd. W. St net mdreae 12020 Mora Drive C3 Los Angeles I Pace ICA City Santa Fe Springs Prwetes CA podw Cade 90039 En+erosncy re+et»ane 800 - 424 -9300 Poataf code 90670 Emeroency T. ec o e 800- 832 -2628 L tZS MsOS Prepared July 7, 2007 t4sim Prepaed e M. Cohen Phona Number 1818- 244 -9600 Routeciamr IR Skin Conraet O Skin ogasomeen 4(Eie Camas ] !nhaumun .3Ingeercn (EmerpencyOae u.ew( (NMMiS S Health - 1, Fire - 0, Reactivity - 0 (Peewee Habib Effeaai Mild eye irritant. Prolonged exposure can cause skin dryness. No medical conditions are known to be aggravated by contact with this product. Sidn Cornea Minimal effects, rinse skin with water - Eye Contact Reddenine ma develoe. Wash immediatel with lots of water. inaakako Non toxic Remove to fresh air. ba..tlon Non toxic Give several. glasses of water to dilute. If stomach upset, MATERIAL SAFETY DATA SHEET -- 16 Sections AT SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS Hazardous Ingredtents (specific) N/A °4 I CAS Number N/A N/A U? or Ingredient (s acitlr species and route/ N/A LC, of Ingredient fapedfyspecies) N/A SECTION 3 HAZARDS IDENTIFICATION SECTION 4 -- FIRST AID MEASURES contact phy sic IFORILATPROVIDEDBYTHEWVRERS •COMPENSAUONBOARDOF8R SHCOLUMBM 57M6 (8/99) Please continue on reverse side [ Gptlonal,, not required under WHM(S I Eammm Lents None 0 AGAIN 111/ 0 CSHAPEL 0 Cher (specayJ Specs% enpe est ng Commis (such as vevrtltatam. enotowd peoc$SS) No special ventilation is needed. If used indoors, open window for local air flow. Sto.aye Rocuvsmema Pereontl Protective Eaunmetd None needed O reiovee O ae°°`e<°' OE,* 3 Footwear 0 Graham Other If checked, dames tmechtypo Splash go ggles & ch emical g loves can be used to protect against splashing. Wash hands after use. Hawking Poncedures and Easement No special precautions are required. No special labeling or placarding is needed. N Non hazardous by US DOT standards. Sto.aye Rocuvsmema If yea. under which coed ons? gI No Mwee d ediaedion • 1ashooan (°CI and Method I Uhcor Phimmahle Land ('.'. by vauarot LDMs,f(amma a LnvtM byvawner • . Not flammable haagntlon TempenNrs x# Oat — Senertin), toImo= EaSoscn wn— SenseiMtyw$tareDiomure Not flammable Hatardoua Cambusaen ?eoduets N/A INFPAI None Product Identifier SECTION S — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES SECTION 7 — HANDLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL. PROTECTION I Optional, not required under WIiM/S —2— Leak and Scat Procedures . . Avoid eye contact. Skin contact requires no special attention Wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. Product Identifier SECTION S — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES SECTION 7 — HANDLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL. PROTECTION I Optional, not required under WIiM/S —2— Leak and Scat Procedures . . Avoid eye contact. Skin contact requires no special attention Wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. Elam of Acute Etcoaure None noted 0633irandAppema ne OdourihntoMoid(O°In) Etteca at C.`uonz -23 ware sow* G7ta*" 1.020 Vaoour TO/tar ., 1) 1.3 Itap°ur Presage (mmHg) 18mm Hg @ . 20 ° c ' Ingmar a! Pnoauet r Sidn Senattraden Peaouato y Senn * Z i n N /A . Cacino°enicdy— 1ARC N/A Camincg ncny— ACaH N/A yl • 9.4 .,.,.......w...coc v Teratopemay N/A Caalfcem a Waer /Cii Carnbunan N/A Embry°tmoctiy N/A Mutax.lnctht N/A None d SynaQiettc Products/E1bW PhydcaiSnipe Blue liquid 0633irandAppema ne OdourihntoMoid(O°In) sow* G7ta*" 1.020 Vaoour TO/tar ., 1) 1.3 Itap°ur Presage (mmHg) 18mm Hg @ . 20 ° c ' Evewrauen Pao 1 (Butyl Acetate = 1) Sating Point t'' CI 212 F Froenng Pant t °CI . yl • 9.4 Caalfcem a Waer /Cii Carnbunan tSotubd'RY In WIWI 100 % I Product identifier SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES -3- SECTION 10 — STABILITY AND REACTIVITY Gnunica Staanty R Yee allo no, underwMcn canaelona? Incomoandflty wdh Cther Suas aneen arse It No II yea. which anee? AeoCUaty. and unax what eonditiona? Hamrdout Cecomowmon Prncuca None SECTION 11 — TOXICOLOGICAL INFORMATION f Op icnat, not requirev under WHMWS f ' Please continue on reverse side The information provided with this MSDS is furnished in good faith and . without warranty of any kind. • Iftwlic TaxicM Product is readily decomposed by naturally nrcuring mirrnnrganiGma ' • Considered non toxic per EPA Aquatic Toxicity Scale. I Product identifier SECTION 12 — ECOLOGICAL INFORMATION SECTION 13 — DISPOSAL CONSIDERATIONS choral Dispose of in accordance with all local, state & federal laws. SECTION 14 — TRANSPORT INFORMATION Sword Sl Upp.m +nro,mmon Considered non hazardous for trans ortation. N/A iIMCI N/A SECTION 15 — REGULATORY INFORMATION SECTION 1+6 — OTHER INFORMATION N/A ;Icu l N/A f, Optional, not required under WHAMS _q_ (WHMIS Gas uicsmnl Non hazardous =CAI NnnP l i st'Pd [SEAT None listed mx None listed This product has been classified In accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by CPR. Effective 11/10/07 Section I - Product Identification Section III - Physical Data Material Safety Data Sheet Section II — Composition /Information on ingredients Section IV - Fire and Explosion Hazards Product Name: HY -020 Type: Hydrophobic - Oleophobic Chemical Family Name: Bronze porous filter Media plug charged with polymer The composition of the mixture is proprietary information. In the event of a medical emergency, composition information will be provided to a physician or nurse. Boiling Point: N/A Percent Volatile: None Melting Point: N/A pH: N/A Specific Gravity: 4.8 gms /cc Solubility in Water: None Appearance: Shining Golden metal pills Evaporation Rate (BuAc =1): None V i S c , rl t.; (1 ;`) h t . tar ICTECH, LTD. Hazard Ratings: 0 = Minimal P.O. Box 33485 Health 1 1 = Slight Cleveland, OH 44133 -3084 USA Flammability 0 2 = Moderate 440 - 794 -0285; Fax: 440 - 877 -0951 Reactivity 0 3 = Serious For Information: 440 -230 -9915 Lab Toxicity 0 4 = Severe Emergency: 440 - 915 -5318 (cell) E -mail: parora @ictechltd.com * *HY -020 is formulated by ICTECH, LTD. for licensed distribution by I -Coat Company LLC OSHA Hazard Component ok None Proprietary polymer <10% None Bronze >90% Flash Point Degree F and Method: N /A, Method: Flammable Limits: Lel: N/A UEL: N/A Auto ignition Temperature: N/A Extinguishing Media: Carbon dioxide, dry chemicals, foam and sand Special Fire Fighting Procedure: Wear self- contained breathing apparatus and protective clothing Hazardous Combustion Products: Carbon monoxide, hydrogen chloride, and other organic chemicals Unusual Fire and Explosion Hazards: None 1 HY -020 MSDS Effective' 11/10/07 Section V - Reactivity Data Stability Conditions to Avoid Incompatibility (Materials to Avoid): Hazardous Decomposition Products Hazardous Polymerization: Section VI - Health Hazard Data Route of Entry: Effects of Acute Exposure to Product: Oral Toxicity Information: Chronic Toxicity: Section VII - Inhalation: Eye Contact: Skin Contact: Ingestion: Emergency and First Aid Procedures Section VIII - Spill or Leak Procedures Will not spill. Pick up by mechanical means. Section IX - Storage and Handling Procedures Section XI - SARA Title III Data Stable Extreme heat Strong oxidizing agents, caustic, alcohol, amine, and ammonia Carbon monoxide, hydrogen chloride None None Not known Not determined There are no known chronic effects related to this product N/A Wash eye with large amount of cold water, if irritation exists get medical attention. Wash skin with soap and warm water. Never give fluid or induce vomiting if patient is unconscious or having convulsion. Keep at rest. Get prompt medical attention. Keep container closed. Use of safety glasses, DO NOT WEAR CONTACT LENSES. Hand gloves and lab coat is recommended while using the product. Store and use in a well - ventilated area at room temperature, and away from heat and strong oxidizing agents. Section X - Regulatory and Environmental Information The manufacturer, ICTECH LTD., certifies that all components of this product are safe, non - toxic, and environmentally friendly. Department of Transportation (DOT): Not required DOT shipping description: metal parts safe for shipment by any carrier ground or air COAT t \l :q Iesl v,e ; I :letter Signature: Pramod K. Arora, Ph.D. Title: Director, R &D and Process Development Effective date: April 18th, 2001 e -mail: parora @ictechltd.com We believe the statements, technical information and recommendations contained herein, gathered from reference material and is to our best knowledge and belief of ICTECH, Ltd. accurate and reliable but they are given without warranty of any kind, expressed or implied. ICTECH, Ltd. assumes no responsibility for any loss, damage or expense direct or consequential arising out of their improper use. 2 HY -020 MSDS Effective: 11/10/07 I; r COAT *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION WITHOUT IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 3 HY -020 MSDS Name EC No. SAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 ETHANOL 200 -578 -6 64 -17 -5 10 -30% F; R11 METHANOL 200 -659 -6 67 -56 -1 5 -10% F; R11 T; R23/24/25, R39/23/24/25 Effective* I 1 PRODUCT NAME IHC -573 PART NUMBER 3- 928 -573 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R Phrases are Displayed in Section 16 3 HAZARDS IDENTIFICATION CLASSIFICATION Xn; R20/21/22, R68/20/21/22. R10. 4 FIRST -AID MEASURES 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Extinguish with alcohol- resistant foam, carbon dioxide, dry powder or water fog. MATERIAL SAFETY DATA SHEET IHC -573 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING Flammable. Harmful by inhalation, in contact with skin and if swallowed. Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. INHALATION Move the exposed person to fresh air at once. Provide rest, warmth and fresh air. Get medical attention if any discomfort continues. When breathing is difficult, properly trained personnel may assist affected person by administering oxygen. Perform artificial•respiration if breathing has stopped. Keep the affected person warm and at rest. Get prompt medical attention. INGESTION DO NOT INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately from source of exposure. Drink plenty of water. Get medical attention immediately! Provide rest, warmth and fresh air. SKIN CONTACT Remove affected person from source of cOntamination. Remove contaminated clothing. Wash the skin immediately with soap and water. Get medical attention promptly if symptoms occur after washing. NOTE! Effects may be delayed. Keep affected person under observation. EYE CONTACT Remove victim immediately from source of exposure. Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Continue to rinse for at least 15 minutes and get medical attention. 1 IHC -573 Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm (Sk) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) Effective- 11,10417 COAT IHC -573 SPECIAL FIRE FIGHTING PROCEDURES ' ' , 1 , j It. I' iy ; • Avoid breathing fire vapors. Keep up -wind to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run-off water out of sewers and water sources. Dike for water control. Avoid water in straight hose stream; will scatter and spread fire. SPECIFIC HAZARDS By heating and fire, harmful vapors /gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses. SPILL CLEAN UP METHODS Wear necessary protective equipment. Stop leak if possible without risk. DO NOT touch spilled material! Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Do not contaminate water sources or sewer. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container 7 HANDLING AND STORAGE USAGE PRECAUTIONS Avoid spilling. skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. Keep away from heat, sparks and open flame. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT ENGINEERING MEASURES Provide adequate general and local exhaust ventilation. RESPIRATORY EQUIPMENT No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit HAND PROTECTION Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier, who can inform about the breakthrough time of the glove material. EYE PROTECTION Wear approved safety goggles. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. 2 [HC -573 Effective. 11 IHC -573 HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents. SOLUBILITY Slightly soluble in water. RELATIVE DENSITY 1.01 - 1.02 g /ml @ 25 C VAPOUR DENSITY (air =1) >1 VAPOUR PRESSURE 66.66 mbar 25 C pH- VALUE, CONC. SOLUTION 5.5 - 6.5 VISCOSITY 7 - 10 cps @ 25 C FLASH POINT ( °C) 26C/78.8F Sh CC (Setaflash closed cup). 10 STABILITY AND REACTIVITY STABILITY Stable under normal temperature conditions. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact with: Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates: Toxic gases/vapors /fumes of: Carbon monoxide (CO). Carbon dioxide (CO2). 11 TOXICOLOGICAL INFORMATION INHALATION Harmful by inhalation. Harmful: possible risk of irreversible effects through inhalation. INGESTION Harmful if swallowed. Harmful: possible risk of irreversible effects if swallowed. SKIN CONTACT Harmful in contact with skin. Harmful: possible risk of irreversible effects in contact with skin. EYE CONTACT May cause severe irritation to eyes. HEALTH WARNINGS INHALATION. Prolonged inhalation of high concentrations may damage respiratory system. SKIN CONTACT. Acts as a defatting agent on skin. May cause cracking of skin. and eczema. Prolonged or repeated exposure may cause severe irritation. EYE CONTACT. May cause severe irritation to eyes. INGESTION. The product causes irritation of mucous membranes and may cause abdominal discomfort if swallowed. TARGET ORGANS Skin. Eyes. Respiratory system. lungs. 12 ECOLOGICAL INFORMATION 13 DISPOSAL CONSIDERATIONS DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION ,.1 , , COAT ECOTOXICITY No negative effects on the aquatic environment are known. The product components are not classified as environmentally hazardous. However, this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. 3 IHC -573 Effective: 1110.117 IHC -573 UK ROAD CLASS 3 PROPER SHIPPING NAME RESIN SOLUTION UN NO. ROAD 1866 UK ROAD PACK GR. III ADR CLASS NO. 3 ADR CLASS Class 3: Flammable liquids. ADR PACK GROUP III HAZARD NO. (ADR) 30 Flammable liquid (flash -point between 23 °C and 61°C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61°C, heated to a temperature equal to or above its flash - point, or self heating liquid. HAZARD No. (ADR) 30 ADR LABEL NO. 3 HAZCHEM CODE 3Y CEFIC TEC(R) NO. 30GF1 -I +II, 30GF1 -sp RID CLASS NO. 3 RID PACK GROUP 111 UN NO. SEA 1866 IMDG CLASS 3 IMDG PAGE NO. 3 IMDG PACK GR. 111 EMS F -E, S -E MFAG See Guide MARINE POLLUTANT No. UN NO. AIR 1866 ICAO CLASS 3 AIR PACK GR. 111 15 REGULATORY INFORMATION LABELLING CONTAINS RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Harmful METHANOL R10 Flammable. R20/21/22 Harmful by inhalation, in contact with skin and if swallowed. R68/20/21/22 Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. S51 Use only in well - ventilated areas. S36/37 Wear suitable protective clothing and gloves. S60 This material and its container must be disposed of as hazardous waste. STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH40. Introduction to Local Exhaust Ventilation HS (G) 37. CHIP for everyone HSG (108). 4 11-1C-573 Efffcclive: 11 /1) 07 IHC -573 DATE 11/16/07 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R23/24/25 Toxic by inhalation, in contact with skin and if swallowed. R39/23/24/25 Toxic: danger of very serious irreversible effects through inhalation, in contact with skin and if swallowed. )AT 5 IHC -573 Name EC No. L'AS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 ETHANOL 200 -578 -6 64 -17 -5 60 -100% F; R11 ISOBUTYL METHYL KETONE 203 -550 -1 108 -10 -1 < 1% F; R11 Xn; R20 Xi; R36/37 R66 METHANOL 200 -659 -6 67 -56 -1 1 -5% F; R11 T; R23/24/25, R39/23/24/25 PROPAN -2 -OL 200 -661 -7 67 -63 -0 5 -10% F; R11 Xi; R36 R67 Effectise 11 %07 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IHCS -512 PART NUMBER 3- 928 -512 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R Phrases are Displayed in Section 16 3 HAZARDS IDENTIFICATION MATERIAL SAFETY DATA SHEET IHCS -512 Highly flammable. Harmful by inhalation, in contact with skin and if swallowed. Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. CLASSIFICATION Xn; R20/21/22, R68/20/21/22. F; R11. 4 FIRST - AID MEASURES INHALATION Move the exposed person to fresh air at once. Provide rest, warmth and fresh air. Get medical attention if any discomfort continues. When breathing is difficult, properly trained personnel may assist affected person by administering oxygen. Perform artificial respiration if breathing has stopped. Keep the affected person warm and at rest. Get prompt medical attention. INGESTION DO NOT INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately from source of exposure. Drink plenty of water. Get medical attention immediately! Provide rest, warmth and fresh air. SKIN CONTACT Remove affected person from source of Contamination. Remove contaminated clothing. Wash the skin immediately with soap and water. Get medical attention promptly if symptoms occur after washing. NOTE! Effects may be delayed. Keep affected person under observation. EYE CONTACT Remove victim immediately from source of exposure. Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Continue to rinse for at least 15 minutes and get medical attention. 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Extinguish with alcohol- resistant foam, carbon dioxide, dry powder or water fog. 1 IHCS -512 MSDS Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm (Sk) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 PROPAN -2 -OL • OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) ISOBUTYL METHYL KETONE OES 50 ppm (Sk) 208 mg /m3 (Sk) 100 ppm (Sk) 416 mg /m3 (Sk) Effective: ii 07 d IHCS -512 (I)AT + SPECIAL FIRE FIGHTING PROCEDURES .'vi i' 't't! Avoid breathing fire vapors. Keep up -wind to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run-off water out of sewers and water sources. Dike for water control. Avoid water in straight hose stream; will scatter and spread fire. UNUSUAL FIRE & EXPLOSION HAZARDS May travel considerable distance to source of ignition and flash back. SPECIFIC HAZARDS By heating and fire, harmful vapors/gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses. SPILL CLEAN UP METHODS Wear necessary protective equipment. Stop leak if possible without risk. DO NOT touch spilled material! Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Do not contaminate water sources or sewer. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container 7 HANDLING AND STORAGE USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. Keep away from heat, sparks and open flame. Static electricity and formation of sparks must be prevented. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. Ground container and transfer equipment to eliminate static electric sparks. STORAGE CLASS Flammable liquid storage. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT ENGINEERING MEASURES Provide adequate general and local exhaust ventilation. RESPIRATORY EQUIPMENT No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit 2 II-ICS -512 MSDS Effective: 1I /II1/07 IHCS -512 HAND PROTECTION ? 41. Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier, who can inform about the breakthrough time of the glove material. EYE PROTECTION Wear approved safety goggles. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Colorless ODOUR Solvent. RELATIVE DENSITY 0.81 g /ml @ 25 C 10 STABILITY AND REACTIVITY STABILITY Stable under normal temperature conditions. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact with: Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates: Toxic gases /vapors /fumes of: Carbon monoxide (CO). Carbon dioxide (002). 11 TOXICOLOGICAL INFORMATION TOXICOLOGICAL INFORMATION No data recorded. INHALATION Harmful by inhalation. Harmful: possible risk of irreversible effects through inhalation. INGESTION Harmful if swallowed. Harmful: possible risk of irreversible effects if swallowed. SKIN CONTACT Harmful in contact with skin. Harmful: possible risk of irreversible effects in contact with skin. EYE CONTACT May cause severe irritation to eyes. HEALTH WARNINGS INHALATION. Prolonged inhalation of high concentrations may damage respiratory system. SKIN CONTACT. Acts as a defatting agent on skin. May cause cracking of skin, and eczema. Prolonged or repeated exposure may cause severe irritation. EYE CONTACT. May cause severe irritation to eyes. INGESTION. The product causes irritation of mucous membranes and may cause abdominal discomfort if swallowed. TARGET ORGANS Skin. Eyes. Respiratory system, lungs. 12 ECOLOGICAL INFORMATION ECOTOXICITY No negative effects on the aquatic environment are known. The product components are not classified as environmentally hazardous. However, this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. 13 DISPOSAL CONSIDERATIONS FLASH POINT ( °C) 19C/66.2F Sh CC (Setaflash closed cup). 3 IHCS -512 MSDS Effective 1 1 117 • DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION UK ROAD CLASS PROPER SHIPPING NAME UN NO. ROAD ADR CLASS NO. ADR PACK GROUP 15 REGULATORY INFORMATION LABELLING CONTAINS RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION 3 ETHANOL (ETHYL ALCOHOL) or ETHANOL SOLUTION (ETHYL ALCOHOL SOLUTION) 1170 3 I I HAZARD No. (ADR) 33 HAZCHEM CODE 2YE RID CLASS NO. 3 UN NO. SEA 1170 IMDG PAGE NO. 3 EMS F -E, S -D MARINE POLLUTANT No. ICAO CLASS 3 Harmful METHANOL IHCS -512 Highly Flammable UK ROAD PACK GR. 11 ADR CLASS Class 3: Flammable liquids. HAZARD NO. (ADR) 33 Highly flammable liquid (flash -point below 23 °C). 3 ADR LABEL NO. CEFIC TEC(R) NO. RID PACK GROUP IMDG CLASS IMDG PACK GR. MFAG UN NO. AIR AIR PACK GR. R11 Highly flammable. R20/21/22 Harmful by inhalation, in contact with skin and if swallowed. 868/20/21/22 Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. S9 Keep container in a well - ventilated place. S16 Keep away from sources of ignition - No smoking. S51 Use only in well - ventilated areas. 536/37 Wear suitable protective clothing and gloves. S60 This material and its container must be disposed of as hazardous waste. STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH4O. Introduction to Local Exhaust Ventilation HS (G) 37. CHIP for everyone HSG (108). 30GF1 -III I I 3 11 See Guide 1170 I I 4 IHCS -512 MSDS Effective. 1 1,1( /117 • IHCS -512 7( DATE 11/16/07 i i ` 1' I • f 1.`5' RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R20 Harmful by inhalation. R23/24/25 Toxic by inhalation, in contact with skin and if swallowed. R36 Irritating to eyes. R36/37 Irritating to eyes and respiratory system. R39/23/24/25 Toxic: danger of very serious irreversible effects through inhalation, in contact with skin and if swallowed. R66 Repeated exposure may cause skin dryness or cracking. R67 Vapors may cause drowsiness and dizziness. 5 IHCS -512 MSDS Name EC No. SAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 30 -60% R10 N- METHYL -2- PYRROLIDONE 212 -828 -1 872 -50 -4 1 -5% Xi; R36/38 PROPAN -2 -OL 200 -661 -7 67 -63 -0 10 -30% F; R11 Xi; R36 R67 • Effective 1 iiiwn7 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IP -498 PART NUMBER 3- 928 -498 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3 HAZARDS IDENTIFICATION Flammable. Irritating to eyes. Vapors may cause drowsiness and dizziness. CLASSIFICATION Xi; R36. R10, R67. 4 FIRST -AID MEASURES MATERIAL SAFETY DATA SHEET IP -498 ENVIRONMENT The product is not expected to be hazardous to the environment. PHYSICAL AND CHEMICAL HAZARDS The product is flammable, and heating may generate vapors which may form explosive vapor /air mixtures. HUMAN HEALTH In high concentrations, vapors and spray mists are narcotic and may cause headache, fatigue, dizziness and nausea. Irritating to eyes. r :i . GENERAL INFORMATION General first aid, rest, warmth and fresh alr. Do not give victim anything to drink if they are unconscious. Get medical attention if any discomfort continues. INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems, artificial respiration /oxygen. Get medical attention if any discomfort continues. INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation. Do not induce vomiting. If vomiting occurs, keep head low. Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing. Wash off promptly and flush contaminated skin with water. Promptly remove clothing if soaked through and flush skin with water. 1 IP -498 MSDS Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) N- METHYL -2- PYRROLIDONE OES 25 ppm (Sk) 103 mg /m3 (Sk) 75 ppm (Sk) 309 mg /m3 (Sk) • Effective: 11/11E07 IP -498 EYE CONTACT :I '' Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing. 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Fire can be extinguished using: Water spray, fog or mist. Foam, carbon dioxide or dry powder. Dry chemicals, sand, dolomite etc. SPECIAL FIRE FIGHTING PROCEDURES Use pressurized air mask if product is involved in a fire. Cool containers exposed to flames with water until well after the fire is out. UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. SPILL CLEAN UP METHODS Keep combustibles away from spilled material. Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Wash thoroughly after dealing with a spillage. 7 HANDLING AND STORAGE USAGE PRECAUTIONS Keep away from heat, sparks and open flame. Avoid spilling. skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. STORAGE PRECAUTIONS Flammable /combustible - Keep away from oxidizers, heat and flames. Store in tightly closed original container m a cool. dry well - ventilated place. Keep in original container. Avoid contact with oxidizing agents. STORAGE CLASS Flammable liquid storage. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS OES = Occupational Exposure Standard. MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT 2 COAT PROCESS CONDITIONS Provide eyewash station. ENGINEERING MEASURES Provide adequate ventilation, including appropriate local extraction, to ensure that the defined occupational exposure limit is not exceeded. All handling to take place in well - ventilated area. IP -498 MSDS Effective: 11/10 07 'r • IP -498 RESPIRATORY EQUIPMENT 1 '1.1!:,:", ''''Il Wear mask supplied with: Gas cartridge suitable for organic substances. HAND PROTECTION Use protective gloves made of: Neoprene. Nitrile. Rubber (natural, latex). EYE PROTECTION Wear splash -proof eye goggles to prevent any possibility of eye contact. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of skin contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Lightly colored. ODOUR Organic solvents. SOLUBILITY Soluble in water BOILING POINT ( °C) 82 C @ 760 mm Hg RELATIVE DENSITY 0.914 g /ml @ 25 C VAPOUR DENSITY (air =1) 3.9 VOLATILE BY VOL. ( %) 95.5 FLASH POINT ( °C) 26C/78.8F Sh CC (Setaflash SOLUBILITY VALUE (g/100g 100 closed H2O @20 °C) cup). 10 STABILITY AND REACTIVITY STABILITY No particular stability concerns. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact with strong oxidizers. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors. 11 TOXICOLOGICAL INFORMATION GENERAL INFORMATION Prolonged and repeated contact with solvents over a long period may lead to permanent health problems. INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing. INGESTION Gastrointestinal symptoms, including upset stomach. SKIN CONTACT Acts as a defatting agent on skin. May cause cracking of skin, and eczema. EYE CONTACT Irritating and may cause redness and pain. 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13 DISPOSAL CONSIDERATIONS GENERAL INFORMATION Waste to be treated as controlled waste. Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority. DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. Make sure containers are empty before discarding (explosion risk). Absorb in vermiculite or dry sand, dispose in licensed special waste. 3 IP -498 MSDS Effective: 11/10;07 IP -498 14 TRANSPORT INFORMATION 15 REGULATORY INFORMATION LABELLING RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION HAZARD No. (ADR) 30 ADR LABEL NO. 3 HAZCHEM CODE 3Y CEFIC TEC(R) NO. 30GF1 -11, 30GF1 -sp RID CLASS NO. 3 RID PACK GROUP III UN NO. SEA 1866 IMDG CLASS 3 IMDG PAGE NO. 3 IMDG PACK GR. III EMS F -E, S -E MFAG See Guide MARINE POLLUTANT No. UN NO. AIR 1866 ICAO CLASS 3 AIR PACK GR. III " C 1 UK ROAD CLASS 3 PROPER SHIPPING NAME RESIN SOLUTION UN NO. ROAD 1866 UK ROAD PACK GR. III ADR CLASS NO. 3 ADR CLASS Class 3: Flammable liquids. ADR PACK GROUP 111 HAZARD NO. (ADR) 30 Flammable liquid (flash-point between 23 °C and 61°C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61 °C, heated to a temperature equal to or above its flash - point, or self heating liquid. Irritant R10 Flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. 525 Avoid contact with eyes. S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice. S51 Use only in well - ventilated areas. S60 This material and its container must be disposed of as hazardous waste. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002. No. 1689. Occupational Exposure Limits 2002 (EH40), Supplement 2003 4 IP -498 MSDS • Effective 11'1007 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R36 Irritating to eyes. R36/38 Irritating to eyes and skin. R67 Vapors may cause drowsiness and dizziness. IP -498 '1 t._ ()AT 5 IP -498 MSDS Name EC No. CAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 PROPAN -2 -OL 200 -661 -7 67 -63 -0 60 -100% F; R11 Xi; R36 R67 Effective: 11 07 1 IDENTIFICATION OF THE SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IPS -407 PART NUMBER 3- 928 -407 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3 HAZARDS IDENTIFICATION MATERIAL SAFETY DATA SHEET IPS -407 Highly flammable. Irritating to eyes. Vapors may cause drowsiness and dizziness. CLASSIFICATION Xi; R36. F; R11. R67. (:OAT ENVIRONMENT The product is not expected to be hazardous to the environment. PHYSICAL AND CHEMICAL HAZARDS The product is highly flammable and explosive vapors /air mixtures may be formed even at normal 'oom temperatures. HUMAN HEALTH In high concentrations, vapors and spray mists are narcotic and may cause headache, fatigue, dizziness and nausea. Irritating to eyes. Repeated exposure may cause skin dryness or cracking. 4 FIRST - AID MEASURES GENERAL INFORMATION General first aid, rest, warmth and fresh air. Do not give victim anything to dnnk if they are unconscious. Get medical attention if any discomfort continues. INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems, artificial respiration /oxygen. Get medical attention if any discomfort continues. INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation. Do not induce vomiting. If vomiting occurs, keep head low. Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing. Wash off promptly and flush contaminated skin with water. Promptly remove clothing if soaked through and flush skin with water. 1 IPS -407 Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) Effective: 1I /IO :117 •; 'r r-- n • IPS -407 EYE CONTACT , l it I I (•;' Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing. 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Use: Alcohol resistant foam. Carbon dioxide (CO2). Dry chemicals, sand, dolomite etc. DO NOT use water if avoidable. SPECIAL FIRE FIGHTING PROCEDURES Keep run -off water out of sewers and water sources. Dike for water control. UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases. SPECIFIC HAZARDS The product is flammable, and heating may generate vapors which may form explosive vapor /air mixtures. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not discharge onto the ground or into water courses. Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container SPILL CLEAN UP METHODS Keep combustibles away from spilled material. Absorb in vermiculite, dry sand or earth and place into containers. Wash contaminated area with water. Wash thoroughly after dealing with a spillage. 7 HANDLING AND STORAGE USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Do not use contact lenses. Keep away from heat, sparks and open flame. Static electricity and formation of sparks must be prevented. Use explosion proof electric equipment. Eye wash facilities and emergency shower must be available when handling this product. During application and drying, solvent vapors will be emitted. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. STORAGE CLASS Flammable liquid storage. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS OES = Occupational Exposure Standard. MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT PROCESS CONDITIONS Provide eyewash station. 2 IPS -407 • Effective: I 1 10 07 ENGINEERING MEASURES Provide adequate ventilation, including appropriate local extraction, to ensure that the defined occupational exposure limit is not exceeded. HAND PROTECTION Protective gloves and goggles must be used if there is a risk of direct contact or splash. EYE PROTECTION Contact lenses should not be worn when working with this chemical! Wear approved safety goggles. OTHER PROTECTION Use engineering controls to reduce air contamination to permissible exposure level. Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. Provide eyewash station and safety shower. HYGIENE MEASURES Wash promptly if skin becomes contaminated. Promptly remove non - impervious clothing that becomes contaminated. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents. SOLUBILITY Slightly soluble in water. PHYSICAL DATA COMMENTS Information given concerns the preparation in actual dilution. Information given concerns the major ingredient. RELATIVE DENSITY 10 STABILITY AND REACTIVITY STABILITY No particular stability concerns. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors. 11 TOXICOLOGICAL INFORMATION INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing. Vapors have a narcotic effect and may cause headache, fatigue, dizziness and nausea. INGESTION Gastrointestinal symptoms, including upset stomach. SKIN CONTACT Repeated exposure may cause skin dryness or cracking. EYE CONTACT Irritating and may cause redness and pain. 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13 DISPOSAL CONSIDERATIONS IPS -407 0.812 g /ml @ 25 C FLASH POINT ( °C) 17C/62.6F Sh CC (Setaflash closed cup). GENERAL INFORMATION Waste to be treated as controlled waste. Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority. DISPOSAL METHODS Absorb in vermiculite or dry sand, dispose in licensed special waste. Make sure containers are empty before discarding (explosion risk). . • COAT 3 IPS -407 Errektiv • 11 IPS -407 14 TRANSPORT INFORMATION UK ROAD CLASS 3 PROPER SHIPPING NAME FLAMMABLE LIQUID, N.O.S. (Isopropanol, 1- Methoxy -2- Propanol) UN NO. ROAD 1993 UK ROAD PACK GR. II ADR CLASS NO. 3 ADR CLASS Class 3: Flammable liquids. ADR PACK GROUP II HAZARD NO. (ADR) 33 Highly flammable liquid (flash -point below 23 °C). 3 30GF1 -I +II, 30GF1 -sp HAZARD No. (ADR) 33 HAZCHEM CODE 3YE RID CLASS NO. 3 UN NO. SEA 1993 IMDG PAGE NO. 3 EMS F -E, S -E MARINE POLLUTANT No. ICAO CLASS 3 15 REGULATORY INFORMATION LABELLING RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Irritant Highly Flammable ADR LABEL NO. CEFIC TEC(R) NO. RID PACK GROUP IMDG CLASS IMDG PACK GR. MFAG UN NO. AIR AIR PACK GR. R11 Highly flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. I I 3 I I See Guide 1993 I I S51 Use only in well- ventilated areas. S60 This material and its container must be disposed of as hazardous waste. C_i_)/1T S9 Keep container in a well - ventilated place. S16 Keep away from sources of ignition - No smoking. S25 Avoid contact with eyes. S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002. No. 1689. Occupational Exposure Limits 2002 (EH40), Supplement 2003 4 IPS -407 i . Ef ivc: II • IPS -407 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. C, ) iT 5 IPS -407 Health 1 Flammability 2 Reactivity 0 Personal Protection B r Prepared by: Regulatory Affairs Dept. Product Name: Orange Soap oS -343 Generic Name: n/a C hemical Family: Terpene Solvent Formula: Proprietary - iCoat S peci al Blend M anufacturer's Name: Suncoast R esearch L abs, Inc. Address: 2901 Anvil S.t N. St Petersburg, FL 33710 Phone: (727) 344 -7627 Distributed by: iCoatCompany, LLC Address: 12020 Mora Dr Santa Fe Springs, CA 90670 SECTION 2 INGREDIENT INFORMATION 1 CHEMICAL NAME Citrus T erpenes Surfactant B lend (proprietary) SECTION 3 PHYSICAL DATA Boiling Point ( F): 310 F. Initial Specific Gravity: 0.92 Vapor Pressure: 2mrn Hgi9 68 F. Vapor Density (Air =1): 0.012 % Volatile: 90 pH: N/A Solubility in W ater: initial with seperauon E vapor anon R ate (Water 11: <1 Physical Description: Yellow to water - white oil Stability: Stable Hazards Decomposition Products: Carbon monoxide possible if burned. Combustible Liquid K eep away from excessive heat spark or open flames. Do not smoke while handling. K eep out of reach of children. For use by trained personnel only. K eep contai ner closed during storage. For instittdional and industrial use only. Avoid contact with eyes, skin and clothing. W ear rubber gloves and eye protection when handling. Avoid breathing of vapors. Use in well- ventilated area. Empty container may contain explosive or flammable vapors. SECTION 7- HEALTH HAZARDS AND FIRST AID SECTION 8- SPECIAL PROTECTION INFORMATION E ffects of Over exposur e: Skin: Prolonged or repeated contact may cause irritation, defatti ng, or dermatitis. E yes: Eye irritant May cause redness, swelling, or blurred vision. I nhalation: May be irritating to the nose, throat, and lungs. Large amounts can cause headache, nausea, dizziness, weakness, and fatigue I ngestion: Can cause irritation of the gastrointestinal tract nausea, vomiting, and diarrhea. Aspiration of material into the lungs can cause pneurnonitis. First Aid Procedures: Skin: R emove contaminated clothing. Wash with soap and water. Seek medical attention if irritation persists. E yes: Flush with large quantities of water, holding eyelids open. Seek medical attention. I nhalation: Get to fresh air. If breathing is difficult give oxygen Seek medical attention is symptoms persist I ngestion: Do not induce vonvting. Seek medical attention immediately. SECTION 10- REGULATORY INFORMATION SARA Title I I I - Section 311/312 - Hazard Categories: Yes -Fire Hazard No - Sudden Release of Pressure Hazard No - Reactivity Hazard Y es - Immediate (acute) Health Hazard No - Delayed (chronic) Health Hazard SECTION 1 PRODUCT IDENTIFICATION AND SUPPLIER NFORMATION CAS NO. WT. % PEL 5989 -27 -5 85 15 SECTION 6 STORAGE AND HANDLING INFORMATION N one MATERIAL SAFETY DATA SHEET (Prepared According to 29 CFR 1910.1200) SECTION 5- REACTIVITY DATA SECTION 4 -FIRE AND EXPLOSION HAZARD DATA F lash Point (M ethod Used): 115 F. (TCC) Upper Explosion L mit 6.1 L ower E xplosion L imit. 0.7 Extinguishing Media: Foam, CO dry chemical. Special F firefighting Procedures: Do Not Use Water. Handle as oil fire. Unusual F ire and E xplosion 1 -1 czar ds: Drums heated by fire can explode. Hazardous Polymerization: None I ncompatibility (Materials to Avoid): Strong oxidizers and acidic agents. Respiratory Protection: Use with adequate ventilation. Use NIOSH approved Hydrocarbon (Organic vapor) canister respirator when using in confined areas. Ventilation R eguirements: Provide explosion -proof ventilation to keepTLV of Section 2 ingredients below acceptable limit Protective G loves: Solvent proof rubber or vi ton. E ye Protection: Chemical splash goggles or full -face shield. Other Protective E quipment: Eyewash station should be nearby. Protective chemical resistant outerwear when conditions exist where body contact is possible. SECTION 9 -SPILL OR LEAK PROCEDURES Steps to be taken rn Case Material is Released or Spilled: Floors will become slippery. Avoid walking in product. Keep unessential personnel away. Mop up or otherwise absorb and hold disposal. Avoid discharge to sewer or open waterways. Waste Disposal Method: Any method in accordance with local, state and federal laws. Best method is to recycle or reuse for intended purpose. If discarded, this material and containers should be treated as hazardous waste based on the characteristic of ignitability as defined under federal RCRA regulations (40 CFR 261) Consult local authorities for disposal in public sewer. Do not disposal of into storm drain, stream river or to ground R inse container thoroughly before discarding in trash. Shipping Information: not regulated for ground shipments within the United States I nt'I. /Air Freight U N 2319 - Terpene Hydrocarbons, n.o.s Class 3, Flammable Liquid N/A =Not Applicable Effective Date: 11/07 R evision: n/a TWA -TLV STEL -TLV H M I S Hazardous M ater i a l s Identification System FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC @ 800 - 424 -9300 (24 hours, 7daysper week) This product contains the following toxic chemical(s) subject to the reporting requirements of section 313 of the Emergency Planning and Community R ight -To-K now Act of 1986 and of40CFR 372. CAS# Chemical Name Percent by Weight None This product contains the following chemical(s) which have been established to be either a carcinogen or suspected carcinogen. CAS# Chemical Name Percent by Weight SECTION 11 - OTHER INFORMATION This company cannot anticipate all conditions of handling and use of this product. Therefore, this company accepts no responsibility for results obtained by the application of this information, or the safety and suitability of our products either alone or in combination with other Ixoducts. It is the responsibility of the user to provide a safe workplace, using the health and safety information contained herein as a guide. This company will accept no liability for damages or loss incurred from the improper handling and use of this product Product IOerrtfbr P -205 (En gencyOv Wil Claseiticarionl Corrosive Liquid Product Um Eye Glass Cleaner Manufacturer's Name Sunland Chemical & Research Corp Supplier's Name I Coat Company Street Address 5447 San Fernando Rd. W. Street Address 12020 Mora Drive Cit Los Angeles Province CA cit Santa Fe Springs P e wroe CA Postal Coda 90039 Emeryency Tiler a. o 800- 424 -9300 Poe* Cade 90670 Eme, envy Telephone 800- 832- 2678 Oats MSOS Prepared June 27, 2007 41SOS Prepared fa Max Cohen Phone Number 818- 244 -9600 Route d sty Skin Contact O Skke Abearption N Eyo Contact 0 Inhalation WInpeeticn (En gencyOv (WHMIS el mbde! I. Health - 2 Fire - 0. Reactivity (Potential Health Effects( Eyes - Flush immediately seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothing Ingestion - Do not induce vomiting. Give large amounts of water or milk, if avail -sale Hazardousingred1ents(specIftc) 96 CAS Number ID, ofingredlent (specify species and route) LC Noftwyspeciew Glycol Ether DPM 8 -18 34590 -94 -8 N/A N/A Sodium Hydroxide Soln. 5 -12 1310 -73 -2 N/A N/A Sodium Phosphate, ,5 -2 10101 -R9 -0 ORT. —RAT N/A Tribasic Salt 7400 mg kg swncadad Wash with large quantities of water. Remove contaminated clothing. E Contact Flush immediately with large amounts of water. Seek medical aid. Inhaldion N/A Give large amounts of water or milk, if available, Seek medical aid, SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITIONIINFORMATION ON INGREDIENTS SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES 57M6 (6/99) MATERIAL SAFETY DATA SHEET — 16 Sections SAMPLE FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OF BRITISH COLUMBIA ( Oodona1, not required under WNMIS I Please continue on reverse side )AI 1;1 Esposum Limits Nona P.Rtab1ished O ACGIH O osHAPa O other Opacity) with adequate ventilation. Wear splash goggles, face shield, rubber Specific Enphrserinq Controls (such aa ventilation. encAoaidprocess) Use with adequate ventilation. Mechanical ventilation may be needed storage aeouYementa Keep container closed. Store in cool, :dry place. where open areas are not available. Lower Flammable Umft (V., by volume) N/A Autognllon Temperature ( °C) N/A uomem Data seem*" to Impact N/A Personal PrtNect ve Equprmmt (g Gloms r Oa Reapvator IN Eye 0 Foobmar O Clothing ❑ Other Hazardo combu@ ion Products None If cheohed please way 491, Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. Handing Procedures and Equipment no not gpt into eyes. on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber glnvts and protective clothing. storage aeouYementa Keep container closed. Store in cool, :dry place. Upper Flammable Limit (% by volume) N/A Lower Flammable Umft (V., by volume) N/A Autognllon Temperature ( °C) N/A Flammable O Yes tiNo a yes, underwNch oondiione9 Means d EKtNction in area'stored. Product is not combustible. Use water spray, foam or carbon dioxide Ftashpolyd (°C) and Method N/A Upper Flammable Limit (% by volume) N/A Lower Flammable Umft (V., by volume) N/A Autognllon Temperature ( °C) N/A uomem Data seem*" to Impact N/A Enloaion Dam — Sensitivity to Static Discharge N/A Hazardo combu@ ion Products None (NFN I Product Identifier 1 SECTION 5 — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES Leak and Spit Procedures Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Flush area s b pl fe_cerraal & st regulations. oGE - 2 - SECTION 8 — EXPOSURE CONTROL / PERSONAL PROTECTION ( Optional, not required under MARS] £node a Awls E,mneure The use of this product without protection can cause burns to the exposed areas. Inoompe bkty wit Other Subetancss X3Yee ONo Elects of Chronlo Exposure If material is not washed off, severe burns can result. vapour Danaity (air t 1 Vapour Preawre (mreft ReaceAth and under what conditbm? Will react with strong acid solutions. Inimnc of wudud Skin Seneit6alon Reeptrato Seneiticezi N/A Caeincwe y —tARC N/A Carcinogerric — AC GIH N/A Repeoduct To do y N/A Terdopen c y N/A Embryiotoldcily N/A Mutaponiclty N/A Name of S Prodr cte /Elects CJ uii cd Stsbafty Ohm 0 No H rro, unda whkh cordatoml Inoompe bkty wit Other Subetancss X3Yee ONo It yes. whkh ones? Strong acids vapour Danaity (air t 1 Vapour Preawre (mreft ReaceAth and under what conditbm? Will react with strong acid solutions. Bweno Pant(°C1 riamthemsOeconeemAreiPmmote None pH 12.0 Pfryskd Stele Liquid Odour and AUpearance Nk Odour Theetwtd (ppm) speak Gar* 1.04 vapour Danaity (air t 1 Vapour Preawre (mreft Evaporation Rate N/A Bweno Pant(°C1 Free4no Nerd (°c) pH 12.0 CoexicientofWder /Ow0Mtributon I&AubreyInW erl Complete [,r,ciuct Identifier SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES —3— SECTION 10 — STABILITY AND REACTIVITY SECTION 11 — TOXICOLOGICAL INFORMATION ( Opt/onai, not required under WHMIS J Please continue on reverse side so«iN sni Po►.o li'domadion DOT: Corrosive liquid, N.D.S., (Sodium Hydroxide, Dipropylene Glycol), 8, MN UN1760, PG111 Too room QMot WADI mmumamilkslonr Corrosive liquid tOSNAI (BERM rrscA) This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by CPR. F �uct Identifier 1 Y SECTION 12 — ECOLOGICAL INFORMATION wwffo T onedyJ No data available. SECTION 13 — DISPOSAL CONSIDERATIONS Wads mposal The material from cleaning up a spill of this material may be hazardous waste and may be subject to specific regulations. Contact local govern- ment agency for proper disposal methods in your area. 14 — TRANSPORT INFORMATION TION 13 — REGULATORY INFORMATION SECTION 16 — OTHER INFORMATION ( Optional. not required under WHMIS -4- Prodect penMbr RI 207 IWNLAS f ees .,.:,,,,i Corrosive Liquid Poduct Um Eye Glass Cleaner Man j C:., Name Sunland Chemical & Research Corp Suooaer s Name I Coat Company 3Ueeak:mess 5447 San Fernando Rd. W. Street AOCrem 12020 Mora Drive C:y I Pmence Los Angeles ( CA CYy P a ce Santa Fe Springs CA oat Cone i Emergency Toischc a 90039 '800- 424 -9300 Pasta* Code 90670 Eme Te eo one A00- 81 -262A Cats MSOS Prepared ' MSCS Preo:oeo ey June 27, 2007 I Max Cohen 1818 ahcne Number -244 -9600 Rpwe a Entr•, p Skin C;,ni ct o ukvr. .... ion RE,e ,:„ntac. mt.. gr'+rcesncn (Emergeecy Cvervrawj iW+4MiS Corneas) . Health - 2, Fire - 0, Reactivity ;Potential Hearth Effects! Eyes - Flush immediately, seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothing Ingestion - Do not induce vomiting. Give large amounts of water or milk, if available. Hazardous Ingredients (specific.) % ` CAS Master ; LO„ of Ingtediem (specrfy species and rowel ; • LC, of Ingredient + (specifyspecies) Glycol Ether DPM -18 134590 -94 -8 N/A (N /A f �8 Sodium Hydroxide Soln.l5 -12 X1310 -73 -2 N/A 1 N/A Sodium Phosphate, (- 5 - 2 10101-89-0 OPT, —RAT N/A Tribasic Salt 1 7400 mg kg i Skin Conrad Wash with large quantities of water. Remove contaminated clothing. Eye Contact Flush immediately with large amounts of water. Seek medical aid. mnawmon N/A lot aso+ Give large amounts of water or milk, if available. Seek medical aid. MATERIAL SAFETY DATA SHEET 16 Sections COAT SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST MD MEASURES 57M6(6/991 SAMPLE FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OF BRITISH COLUMBIA Please continue on reverse side ettcna not regwrec ;;ncet WHAMS Emoauro limns Nom: ests3bl.ised 0 Acc�H nv 0 esHA pEf ?mer (specify) with adequate ventilation. Wear splash goggles, face shield, rubber So.cMc Enpmaednq Conhok is ,ch as vonitat orl anc/bsed process) Use with adequate ventilation. Mechanical ventilation may be needed sto a., Reouramerdn xppp container closed. Store in cool, dry place. where open areas are not available. Flaettpoatt (°C} and Method Uoper flammable l mR W b .dome/ N/A N/A rawer Flammable Um4(:. by o um ei N/A Personal Proteceue Egurpngnt CI Moms 11 Revovaror 21 Eve O Fnoswear 0 C7cehma O cttter Exploecn Cate —Send dv to Imam N/A tt dteckad, pkam speedy type Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. (NFP 4 Haug Procedures and Equipment no not gPt into eyes, on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber g1nvPS and protective clothing. sto a., Reouramerdn xppp container closed. Store in cool, dry place. in area stored. foam or carbon dioxide Flaettpoatt (°C} and Method Uoper flammable l mR W b .dome/ N/A N/A Flammabis 0Yoe allo It Yen. underwtdcheondbnn? MO81I of Extbrielon Product is not combustible. Use water spray, in area stored. foam or carbon dioxide Flaettpoatt (°C} and Method Uoper flammable l mR W b .dome/ N/A N/A rawer Flammable Um4(:. by o um ei N/A Aartotimace Temps.ature i °C) N/A Exploecn Cate —Send dv to Imam N/A Ermfmm Data — Sensslvdy to Static Ctxnarge i N/A Hazardous Combustion Products None (NFP 4 Product Identifier 1 SECTION S — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES Leak and Spill P+oc.eduree Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Plush area s ay$te, ely_ to L iJeezil p STO R A Gi regulations. -2- SECTION 8 — EXPOSURE CONTROL / PERSONAL PROTECTION ( Optional. not required under WHMIS Effects otAcute F =n+,.ue The use of this product without protection can cause burns to the exposed areas. Incompadbklywih Other Substances XJYet Ow ENecbs of Chronic E ooeun If material is not washed off, severe burns can result. Vapour pmnSy(aIr- 1) Vow Pressure (nunHq) Reactivity, and under what conditions? Will react with strong acid solutions. imtandy of Product Skin Seneilitation Resaratary Sensitization N/A Carc w y - IARC N/A Carernopeniciiy— ACG H N/A Reorodut7Ae Toccdy N/A TeratogemcAy N/A EmbyotoaticRy N/A wa N/A Name of Synetymnc Products/Effects Chemical StsbYny t$ Yes 0No If no. underwhich condOsns? Incompadbklywih Other Substances XJYet Ow if yen, whbh ones? Strong acids Vapour pmnSy(aIr- 1) Vow Pressure (nunHq) Reactivity, and under what conditions? Will react with strong acid solutions. Bating ?tint (•C) Haserdoua Oecomdwnrtlon Products None off j Coefficient of Weter /Cildiarffiution 12.0 I Physical Store Liquid Odour and Agoeaanee Odour TMeehold(Mel Specific Grotty 1.04 Vapour pmnSy(aIr- 1) Vow Pressure (nunHq) &adoration Rate NIA Bating ?tint (•C) Freezing Pant t °Ci off j Coefficient of Weter /Cildiarffiution 12.0 I ISolubdityinWaled Complete . Product identifier SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 — STABILITY AND REACTIVITY SECTION 11 — TOXICOLOGICAL INFORMATION ( Optional, not required under WHMIS Please continue on reverse side Special S*pn Irrfoo, on DOT: Corrosive liquid, N.O.S., (Sodium Hydroxide, Dipropylene Glycol), 8, UN1760, PG111 AN MG 1DO71 19401 UDC 1 twHM SC = icmia+] Corrosive liquid tosHAI (SERA] FEU; This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSOS contains all of the information required by CPR. �• Product identifier SECTION 12 — ECOLOGICAL INFORMATION tMuattc raera No data available, SECTION 13 — DISPOSAL CONSIDERATIONS The material fKom cleaning up a spill of this material may be hazardous waste and may be subject to specific regulations. Contact local govern- ment agency for proper disposal methods in your area, SECTION 14 — TRANSPORT INFORMATION SECTION 15 -- REGULATORY INFORMATION -4- SECTION 16 -- OTHER INFORMATION ( Optional, not required under WHMNS 1 MU LVAN NY RE 1. 2. G2 • • DESIGN AT WORK TO Dave Larson - Senior Plans Examiner FROM George Runne CC Ed Navarro - Costco Wholesale Craig Vernick - PortaFab Correction Letter #1 to Revision #1 5.18.09 Comments from Dave Larson - Senior Plans Examiner COMMENT: There is a general note on page 1 of 5 that states "Walls are not designed to be free standing and must be securely attached to existing structure in the field w/ materials not supplied by Portafab." It appears that the engineered design supersedes this note. Would you please add a note to the plan to make this clear if this is the case? (No code reference was given) RESPONSE: The note has been removed. MEMO Page 1 of 2 DATE 5.21.09 PROJECT Costco Optical (Tukwila) PROJECT NUMBER 95- 0740 -05 COMMENT: a) Under structural notes, note 6 states that foundations to support column and stud loads is the responsibility of the end user. I could not find any details for new footings and if the existing slab is adequate or not. b) I could not find any details for column point loads at the 3X3 tube steel columns or connection details column to slab. c) Calcs for these columns and connections was not found. I did find shear panel hold -downs but not all columns are at shear panels. If a different connection is needed for columns, what is needed where the columns is aligned with the end of a shear panel? (No code reference was given) RESPONSE: a) Please see the attached structural calculations from Engineers Northwest who designed the original building. The existing sub -grade was prepared to support a minimum 500 psf and is structurally adequate to support the Portafab structure. b) Maximum point load information can be found on sheet 1 of drawings, Structural note #9 "MAXIMUM STUD REACTION = 3,310 POUNDS (SERVICE LOAD — NON FACTORED) and on sheet 6 of calculations. TS 3X3x3/16 Posts are refered to as "Studs" on sheet 6 of the calculations which were submitted with the drawings (two copies of calcs provided with this resubmittal). Column to slab connection at non -shear columns is part of detail A/2 "WALL STARTER AT COLUMN DETAIL" on sheet 2 of drawings. Two sides of the columns receive a base plate and 1/2" anchor. Column to II 425.463.2000 425.463.2002 1110 112TH AVENUE NE 1 SUITE 500 1 BELLEVUE. WA I 98004 MulvannyG2.com DATE 5.21.09 PROJECT Costco Optical (Tukwila) PROJECT NUMBER 95- 0740 -05 3. 4. MEMO Page 2 of 2 slab detail at shear panels can be found on sheet 3, detail H/3 "SHEAR PANEL SECTION" c) Calculations for column to concrete connection can be found on sheet 25 of the calculations. The same type and number of anchors used in the "Anchorage of Shear Panels to Concrete Slab" are used at all columns. See detail A/2 on sheet 2 of the drawings that call out the same 1 /2" anchors. Calculations for the beam to column connection can be found on sheet 13 of the calculations. The strength calculation for an individual #12 Tek screw is on the top of the page. Four of these Tek screws are called out in detail A/5 "RECESSED BEAM DETAIL" on sheet 5 of the drawings. COMMENT: Specific details in the calcs need to be added to the plan set. (No code reference was given) RESPONSE: Sheet 6 has been added to the set. This sheet includes all the details from the calculations. COMMENT: Please provide a list of required special inspections as required by code. (No code reference was given) RESPONSE: Please see the added note on Sheet 1 for special inspections required by code. h: \costco \95 \95- 0740- 05 \03_ design \304jurisdictionrequiremenis \remodel permit revision #2 \response letter.doc i May 18, 2009 George Runne Mulvanny G2 1110 112 Ave NE, Ste 500 Bellevue WA 98004 RE: Correction Letter #1 to Revision #1 Development Application Number D08 -460 Costco Optical — 441 Costco Dr Dear Mr. Runne, 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, fer M ' shall t Technician Encl File No. D08 -460 City of Tukwila W:\Pemut Center \Correction Letters \2008\DO8 -460 Corr Ltr #1 to Rev #1.DOC jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo • • Date: May 18, 2009 Project Name: Costco Optical Permit #: D08 -460 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner I � 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. There is a general note on page 1 of 5 that states "Walls are not designed to be free standing and must be securely attached to existing structure in the field w/ materials not supplied by Portafab." It appears that the engineered design supersedes this note. Would you please add a note to the plan to make this clear if this is the case? 2. Under structural notes, note 6 states that foundations to support column and stud loads is the responsibility of the end user. I could not find any details for new footings and if the existing slab is adequate or not. I could not find any details for column point loads at the 3X3 tube steel columns or connection details column to slab. Calcs for these columns and connections was not found. Please add plan details and calcs to address these loads or verify where they can be found. I did find shear panel hold -downs but not all columns are at shear panels. If a different connection is needed for the columns, what is needed where the column is aligned with the end of a shear panel? 3. Specific details in the calcs need to be added to the plan set. 4. Please provide a list of required special inspections as required by code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 03 -02 -2008 SAM MORRIS 1110 112 AVE NE, STE 500 BELLEVUE WA 98004 RE: Permit Application No. D08 -460 441 COSTCO DR TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/10/2008 , 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 04/08/2009 . 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 04/08/2009. 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, xc: r Marshall Technician Permit File No. D08 -460 CizyofTu 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 December 30, 2008 Sam Morris 1110 112 Ave NE, Ste 500 Bellevue, WA 98004 RE: Letter of Incomplete Application # 1 to Correction Letter #2 Development Permit Application D08 -460 Costco Optical — 441 Costco Drive Dear Mr. Morris: This letter is to inform you that your response to Correction Letter #2 received at the City of Tukwila Permit Center on December 26, 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: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. 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. 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. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall P it Technician Enclosures File: D08 -460 • City o, f Tu la P:\Permit Center\Incomplete Letters\2008\D08 -460 Inc Ltr #1 to Corr Ltr #2.DOC jem Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washinfton 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 30, 2008 Project Name: Costco Optical Permit #: D08 -460 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Dave Larson, Senio Division Plan Examiner i �. The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 response to my correction letter #2 states that the handling instructions and quantities of hazardous materials will be as directed by equipment manufacturers upon equipment installation and employee training. This information needs to be provided with this permit submittal in order to assure that the occupancy classification is correct and if construction of fire barriers to create control areas or occupancy separations will be necessary. The maximum amount of hazardous materials in the storage area should be listed separately from the hazardous materials used out in the equipment in the facility. How the products are handled or added to the equipment and the maximum amount of hazardous materials out in facility would be of a concern as well. Please provide this information to expedite our plan review. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. December 23, 2008 Mulvanny G2 Architecture 1110 -112 Ave NE, #500 Bellevue, WA 98004 425 - 463 -2000 Attn: Sam Morris Re: Dear Sam, The following are the Mechanical responses to the City of Tukwila, Department of Public Works: lus p o uVZ CORRECTION LTR# Z b°e7 I(9V RECEIVED DEC 262008 PERMIT CENTE Costco Wholesale — Tukwila, WA Optical Arc Lab Remodel (TEI #08 -323, MG2 #95- 0740 -05) Response: T.E., Inc. 830 North Riverside Drive, Suite 200 Renton, Washington 98057 Phone: 206 - 241 -2012 / FAX: 206 - 241 -3101 www.tei - engineering.com • Plumbing (Comments by: Dave Larson) It has come to my attention through review of mechanical pages that there may be some hazardous materials stored and used at this facility. The mechanical plans refer to an exhaust system connected to a flammable storage cabinet in chemical storage room A102. The mechanical plans also show a portion of the coater as having exhaust ducts that exhaust flammable vapors. The permit application, page two, under Fire Protection/ Hazardous Materials was checked no for storage or use of flammable, combustible or hazardous materials. Please explain how this can be. If the application was marked incorrectly, please provide a list of hazardous materials used or stored, quantities and also include MSDS of each item. Also provide a narrative of how these products are handled from storage area to the equipment and the storage capacity of the associated equipment. This information will be needed before a plan review can be started. The applications was marked incorrectly, please see attached MSDS sheets for all hazardous solutions used and stored on site. All solutions are to be stored within the guidelines outlined on the MSDS sheets. All flammable solutions are to be stored in the chemical storage cabinet. These solutions are to be used for the new processing lab. The instruction as to the proper handling and on -site quantity will be as directed by the equipment manufacturers upon equipment install and employee training. 323MBD 02.doc December 3, 2008 Sam Morris 1110 112 Ave NE Bellevue WA 98004 RE: CORRECTION LETTER #2 Development Application Number D08 -460 Costco Optical 441 Costco Dr Dear Mr. Morris, • City of Tu •ta Department of Community Development Jack Pace, Director 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, rit;u0,1Jr4/- Bill Rambo Permit Technician Encl File No. D08 -460 P:\Perrnit Center ?Correction Letters \2008008-460 Correction Ur #2.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • Building Division Review Memo Date: December 01, 2008 Project Name: Costco Optical Permit #: D08 -460 Plan Review: Dave Larson, Senior Plans Examiner Tukwila ;Building Division Dave Larsn, Se Plan Ex ner 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. It has come to my attention through review of mechanical pages that there may be some hazardous materials stored and used at this facility. The mechanical plans refer to an exhaust system connected to a flammable storage cabinet in chemical storage room A102. The mechanical plans also show a portion of the coater as having exhaust ducts that exhaust flammable vapors. The permit application, page two, under Fire Protection / Hazardous Materials was checked no for storage or use of flammable, combustible or hazardous materials. Please explain how this can be. If the application was marked incorrectly, please provide a list of hazardous materials used or stored, quantities and also include MSDS of each item. Also provide a narrative of how these products are handled from storage area to the equipment and the storage capacity of the associated equipment. This information will be needed before a plan review can be started. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. MULVANNY November 20, 2008 Re: Dear Ms. Marshall: CORRE'''rIu G2 D E S I G N A T WORK Jennifer Marshall Permit Technician Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Correction Letter #1 Development Application Number D08 -460 Costco Optical - 441 Costco Drive Tukwila, WA 98188 Project Number: 95- 0740 -05 Subject: Response to Comments This letter is in response to your comments of November 10, 2008 regarding the remodel of the existing Costco Tukwila Optical Lab. Please see our bolded, italicized responses below each of your comments. Please see the attached related documents including updated, signed sheets that have the revised portions clouded for your convenience. Building Division Comments by Dave Larson, Senior Plans Examiner: 1. Please complete and submit a Washington Energy Code Lighting Budget. I have enclosed a copy with this letter. Response: Please see attached Washington Energy Code Lighting Budget. 2. The plan refers to project specs for door hardware information. I could not find these specs or door hardware. Please provide this information. Response: Please see attached Specification Section 08710 Door Hardware, and A6.01 Schedules and Details. 3. The main egress path shown on page G1.01 will need to have egress lighting and emergency egress lighting at intensity levels as required per section 1006 IBC. Please show the location and type of light fixtures on this plan and note what alternate energy source will be provided for the emergency light fixture will be needed on the exterior side of each exterior exit per section 1006.3 item 5 IBC. 1 425.463 2000 425.463.2002 1110 112TH AVENUE NE 1 SUITE 500 MulvannyG2.com toa M b0 RECEIVED NOV 2128 1 BELLEVUE, WA 1 980PEHMI - I CENTEF Correction Letter #1 November 20, 2008 Page 2 of 2 Sincerely, it%rzo— Sam Morris Associate, MulvannyG2 cc: File Response: Please see attached G1.01 Egress Plan Code Data and E -3 Optical, Bead Blaster Room, & Chemical Storage Room Power & Lighting Plan, Lighting Fixture Schedules, Legend, & Notes which note the location and type of light fixture, with alternative energy source. Thank you for your time in reviewing these documents. Please contact me with any questions or comments. encl.: 1. Revision Submittal form 2. Documents (four each): a. Added: Washington Energy Code Lighting Budget b. Added: Specification Section 08710 Door Hardware 3. Drawing sheets (four each): a. Changed: A6.01 Schedules and Details b. Changed: G1.01 Egress Plan Code Data c. Changed: E -3 Optical, Bead Blaster Room, & Chemical Storage Room Power & Lighting Plan, Lighting Fixture Schedules, Legend, & Notes November 10, 2008 Sam Morris 1110 112 Ave NE Bellevue WA 98004 • . City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -460 Costco Optical — 441 Costco Dr Dear Mr. Morris, 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. Encl File No. D08 -460 P:\Permit Center\ Correction Letters\2008\D08 -460 Correction Ltr #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Project Name: Costco Optical Permit #: D08 -460 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division D Larson, Senio Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please complete and submit a Washington Energy Code Lighting Budget. I have enclosed a copy with this letter. 2. The plan refers to project specs. for door hardware information. I could not find these specs. or door hardware. Please provide this information. 3. The main egress path shown on page G1.01 will need to have egress lighting and emergency egress lighting at intensity levels as required per section 1006 IBC. Please show the location and type of light fixtures on this plan and note what alternate energy source will be provided for the emergency light fixtures. One emergency light fixture will be needed on the exterior side of each exterior exit per section 1006.3 item 5 IBC. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: pt, PhP uti O` Building Division Ai Public Works Complete Comments: APPROVALS 0 CORRECTIONS: Documents/routing slip.doc 2 -28 -02 •PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -460 DATE: 05 -28 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # I After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator ❑ DUE DATE: 06-02-09 DATE: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route Structural Review Required U No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 06-30-09 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 460 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Correction Letter # DATE: 05 -11 -09 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS. Buif ding G D ii v ision Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPIA PLAN REVIEW /ROUTING SLIP DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: X11- ►Ik, o5 Fire Prevention Structural ❑ Incomplete n Planning Division Permit Coordinator Not Applicable DUE DATE: 05-12-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06 -09709 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg /: Fire ❑ Ping ❑ PW ❑ Staff Initials: J'r� V' ACTIVITY NUMBER: D08 -460 DATE: 02 -12 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal X Response to Correction Letter # 2 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building D ion Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V" Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT CORD COPY. PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural Incomplete n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 02-17-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 03-17-09 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works • •PE I T C PLAN REVIEW /ROUTING SUP L n TUES/THURS ROUTING: Please Route 1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 Fire Prevention Structural n ACTIVITY NUMBER: D08 -460 DATE: 12 -26 -08 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Th s.) DUE DATE: 12 -30-08 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only � INCOMPLETE LETTER MAILED: 17/1 q W Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: n Permit Coordinator Planning Division LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: n DUE DATE: 01 -27 -09 Approved with Conditions n Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08460 DATE: 11 -21 -08 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: �� ,0q2 Bt/fldfigk Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1 - 25-08 Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 A • PER IT D COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division ❑ Permit Coordinator Not Applicable Comments: Permit Center:Use:'OnIj .. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ No further Review Required DATE: DUE DATE: 12 -23 -08 Not Approved (attach comments) DATE: Permit.Cen'ter CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg lar Fire ❑ Ping ❑ PW ❑ Staff Initials: - \ ACTIVITY NUMBER: D08 -460 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 10 -10 -08 Revision # After Permit Issued DEPARTMENTS: d V 1°f Bul Ing Divl ion Public Works MVVI. h 16 of) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • � PLAN REVIEW /ROUTING SLIP kW() ic Fire P revention Structural Incomplete Structural Review Required DATE: DATE: Planning ivision ❑ Permit Coordinator DUE DATE: 10-14 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 11 - 11 - 08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN T S esIu Ilou (0 � 07 S ummary of Revision: & b �, n y'00 ivy Vr&M of .t bra ,� VY,{ I2Y\ (A6 C�w A (6 4 r � C tc Received by:---J .G:F U N pGo m 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 Summary of Revision: Received by: PROJECT NAME: emt-r 7 0 CX SITE ADDRESS: Hi-II Gcit rd's PERMIT NO: REVISION LOG 1 -i-kg 0 ORIGINAL ISSUE DATE: ogl2ti [-v" 1 (please print) (please print) (please print) (please print) (please print) Date: May 28, 2009 Project Name: Project Address: Contact Person: 441 Costco Drive George Runne #2 under "GENERAL NOTES" • • 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 he accepted through the mail, fax, etc. Plan Check/Permit Number: D08 - 460 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Costco Optical ARC Lab Summary of Revision: 1) Letter from Engineers Northwest (Original Structural Engineer for the building) confirming the ability of the existing slab to support the prefabricated structure. 2) Sheet 1: Added note #10 under "STRUCTURAL NOTES" for Special inspections and removed note 3) Sheet 2: Added "INTERIOR WALLS" detail at top left corner. STARTER @ WIRING STUD DETAIL" and added to 3 "CHASE WALL DETAILS" Phone Number: (425) 463-1479 4) Sheet 3: Revise detail E13 "WALL STARTER @ WIRING STUD DETAIL" and added detail G/3 "WALL 5) Sheet 4: Added beam lengths, angle sizes and misc. dimensions. (highlighted in yellow) 6) Sheet 5: Added detail C/5 "DUST COVER SUPPORT ANGLE" and "RECESSED BEAM SECTION" 7) Sheet 6: New sheet. All the details from the structural calculations have been placed on sheet 6 Received at the City of Tukwila Permit Center by: tX Entered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 �RQF A HAY 2 8 N PERMIT CENT Sheet Number(s): Portafab Drawings 1, 2, 3, 4, 5, and 6 "Cloud" or highlight all areas of revision including date of revision REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: May 11 , 2009 Plan Check/Permit Number: D08 -460 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: Change clean room walls from site built to prefabricated, Class A rated walls. Submission Includes: City of Tukwila Costco Wholesale Optical 441 Costco Drive George Runne 1. Architectural Drawings: A5.01 & A7.01 3. Portafab Drawings: Sheets 1 -5 \applications \fonns - applications on Imelrevision submittal Created: 8 -13 -2004 Revised: 1 -2009 • 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 2. Structural Calculations for the prefabricated walls 4. Portafab Modular Building Manual (as requested by Dave Larson) Sheet Number(s): Portafab Building Manual, A5.01, A7.01, Portafab Drawings 1 -5 & Structural Calcs. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Pen Center by: 6" Elt Entered in Permits Plus on Q� ll t7\ CITY pFLA MAY 111009 PERMIT CENTEli Phone Number: (425) 463-1479 • 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 :Uwww.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: oz // Z/o c7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # 1 ❑ Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CD srca OPrlC.A - Project Address: 44 1 Co STT.o P41 vE Contact Person: tMO � v � vn rt°c�ry S� �e� �. ae. Phone Number: . 46 3. 13 3 `l Summary of Revision: P8i2 rneenwIG Amp 1)I ScuSSA:w wirx DaVe So, s! 4.440' �•1�,�,r.� -�� a AI 0 su4milauG Lerre, Franc Eivil.2o,✓ihe,rsn- atliutre2nr ✓t 64,2d4,14 THE /2o, Aviv 4 canoe e9,4 -7r.✓‹ P ?OGesS B?w,'m c CA enr iekni 5 - Le tre,42 /,,ictvde S A-Llviwen r f2oC ess A,cw QIAW,¢474y (ii) /115), 5 Sr{Pe_rs , Sheet Number(s): Le rree. 417 m s C ¢ 64o/es) 208 0 Steven M Mullet, Mayor Steve Lancaster, Director CI*vftF ruktviA FEB 12100g PERMIT cavral "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 ‘applicationslforms- applications on Iinclrevision submittal Created: 8 -13 -2004 Revised: Date: /Z • • 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 Response to Incomplete Letter # Response to Correction Letter # ?� Revision # after Permit is Issued T ISION 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: ❑ Revision requested by a City Building Inspector or Plans Examiner N'Entered in Permits Plus on l) (w d \applications\fonns- applications on 1ine\tevision submittal Created: 8 -13 -2004 Revised: Dog_ 460 Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: ClOcgao p 77c..ft Project Address: 1'ST 0/2.- 463.133 Contact Person: 5:4 ,04-fur A c vaa ra cFZ Phone Number: 42S 0 ' Summary of Revision: /I/SA< S: / v/ o 9 3%. 14 CANTER eewt- t Num er(s): MS QS Si/ee,TS ".44. "Cloud" or highlight all areas of revision including date o rev ision Received at the City of Tukwila Permit Center by: � Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /4(e o) caiedl/LeS Rap De773 - 10 6s 1 o l a‘241( Pte✓ 4or D44 E3 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on • \applicationslforms- applications on linettevision 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 Plan Check/Permit Number: D08 -460 ❑ Response to Incomplete Letter # • Response to Correction Lctter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Costco Optical Project Address: 4411 Costco Dr `` Contact Person: ..�/Oif Moi€44 4140 47 0- Phone Number: 425 46 3. /339 Summary of Revision: hDDWASS CO/t'1Me /Ai Cal-gee-Po"' t-e r. . R 1 / 7° iiv u- v 1 t WA EQ 4r c4Dt L I4.rrr,vc clue 4F S Pe c (.447a.4 S e c r7 o•J 770 nJav a 11x2 ow 6 e- SheetNumber(s): 6 (.oi / f 1,ot E- 3 / Seu7 08710 (6,45e) "Cloud" or highlight all areas of revision including date of revision RECEIVED CRY OF TI 1KWILA Nov 212008 PERMIT CENTER Name Role Effective Date Expiration Date COLIN, GENE J CHIEF EXECUTIVE OFFICER 09/06/1982 Bond Amount VACURA, TODD PRESIDENT 01/01/2004 968384 JANSSEN, CHRIS SECRETARY 06/03/1985 BALBO, TOM VICE PRESIDENT 08/25/2003 SEABOARD SURETY COMPANY BENNETT, GARY VICE PRESIDENT 06/03/1985 EASTON, MARGO VICE PRESIDENT 06/01/2000 05/05/2004 HALL, JAY L TREASURER 06/01 /2000 05/09/2002 LUNSFORD, LARRY JR VICE PRESIDENT 06/01/2000 05/09/2002 RAFTERY, CHRIS VICE PRESIDENT 06/01/2000 05/09/2002 SURINA, DON VICE PRESIDENT 06/01/2000 05/09/2002 PRESCOTT, LARRY 01/01/1980 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS Et STY CO OF AMER 968384 06/01/2006 Until Cancelled $12,000.00 06/21/2006 8 SEABOARD SURETY COMPANY 968384 06/01/2002 06/01/2006 $12,000.00 05/09/2002 Untitled Page to General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County KING FERGUSON CONSTRUCTION INC 2067673810 PO BOX 80867 SEATTLE WA 981080867 Business Type Corporation Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 578023619 ACTIVE FERGUCI000LA CONSTRUCTION CONTRACTOR 6/1/2000 6/1/2010 FERGUHS370NO GENERAL UNUSED Business Owner Information Bond Information Page 1 of 3 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= FERGUCI000LA 03/20/2009 TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.200 MulvannyG2.com I PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT RrGISTE 'CHITEC 8079 RUSSELL H. , I, t_AR.0 I STATE OF WASH tiGIOi © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: JEG, MG 10.07.2008 TITLE SHEET TS1.01 R C _WED OCT ' 0 20O8 PERMIT CENTER R MOD 441 COS CO DR• UKWI AREA OF WORK PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES A JURISDICTION CITY OF TUKWILA DEPARTMENT OF COMMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WA 98188 T: 206.431.3670 F: 206.431.3665 OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 ARCHITECT MULVANNYG2 ARCHITECTURE 1110 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 T: 425.463.2000 F: 425.463.2002 CONTACT: SAM MORRIS •..._., TS1.01 TITLE SHEET ARCHITECTURAL SD1.01 SITE PLAN G1.01 EGRESS PLAN DI.01 DEMOLITION PLAN A1.01 FLOOR PLAN A4.o1 REFLECTED CEILING PLAN A5.01 ENLARGED PLAN ��v�E�E� A5.03 INTERIOR ELEVATIONS A5.04 INTERIOR ELEVATIONS CODE COMPLIANCE A6.01 SCHEDULES & DETAILS A7.01 SECTIONS & DETAILS A PPROVED MAR 1 2 , City Of� )� � BUILDING D IV� S I�N F� 200 9 i�W THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: COSTCO DRIVE M ..... EXISTING LANDSCAPING MI NIS tts Cl EXISTING LANDSCAPING • C 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTORS) SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTORS) SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. THE CONTRAC SHALL BE RESPONSIBLE FOR REPAIRING NG ANY DAMAGE TO UTILITIES. 3. THE GENERAL CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. DIMENSIONS: n �� 8 .11. ' o O o ® t f' ii �' ' 1 111-° o 0 0 I �IZII `' ��, % ��% � r ( 5D n 1 1 0 0 ► I II- i i i B I x W 1 ce 4y 1 � Z w 0���� w , 1- b � I � IIo 0 0 I EXISTING LANDS 1 . _. � 4 r J r J r 4 , 1 A �� I b ( • 11 I ry 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS (U.N.O.) ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF OPENINGS - FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: / O EXISTING 0 P y OPTICAL FACILITY ,� 11 u �� L - - J 5 I 5 JA � J co ce _ 1 " f�G�L� 4 4/1141/1 .� 111,4 OA . u�k JVt YVA 1 1 4 • ' � � b� G i J Q €4 :;? {� 4 �x.I r� •• ��""�� / � oxi le'�` ? \toIfr7 2 1a "J�`� ` '� � � ` • na nYl{!' 1 jaV t J • I,, st \ , 1 Yv • C/ 1 f ^N � A/, 11 o 10, 5 , , Z • 161 fr I u �`� re ' / ❑ 11 � ' / u 1 1 z 2 ; , 5 1 1 _ _ [ _ _ � _ �O _ 1 r - I�) -= 1 1 ■ 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 2. IMPACT TO EXISTING OPERATIONS SHALL BE KEPT TO A MINIMUM. CONSTRUCTION AFTER BUSINESS HOURS REQUIRED IF TEMPORARY DISCONNECT OF UTILITIES SUCH AS ELECTRICITY, GAS, WATER, SANITARY AND SEWAGE. 3. CONTRACTOR SHALL SUBMIT FIRE SPRINKLER PLANS TO CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE SPRINKLER WORKS SHALL BE DESIGNED AND BUILT BY CONTRACTOR. GOVERNING AUTHORITY REQUIREMENTS: c_ [ 1 „ _ • Ma is n MI i MI �ttta ® EXISTING LANDSCAPING 6 - - - - 1 Fr 1 1. BUILDING CODE(S): 2006 IBC, 2006 IMC, 2006 IFC, 2006 UPC, INCLUDING 2006 WASHINGTON STATE ENERGY CODE AND WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, AND EACH OF THE RELATED STANDARDS AND WASHINGTON STATE AMENDMENTS. DEFERRED SUBMITTALS: AREA OF REMODEL 6 AREA OF ADDITION SEPARATE PERMIT SITE P LAN FILE COPY i Penult No. ti ° WORK THIS PERMIT SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THE THE FOLLOWING ARE DEFERRED SUBMITTALS: [X] MECHANICAL DESIGN [ x ] ELECTRICAL CONTROLS AND WIRING DIAGRAM [ X ] FIRE SPRINKLER, ALARM AND SMOKE ALARM SYSTEMS Plan review iS arxl Approval of corstruction doctsonts cbes not authorize the of a y code or . ReCelpt of apfroved Fkid • ►‘ and coneksw balknowledged BY ,,� � - S - S CALE: NOT TO SCALE . SEPARATE PERMIT REQUIRED FOR: v Mechanical � Electrical lumbtng peas Piping City of Tukwila BUILDING DIVISION PLANNING APPROVED No changes can be made. to these plans without approval from the Pl ann i n Division of DCD g A pproved Dy: v ICINITY M AP L EGAL D ESCRIPTION 3 o _ .rt. BUILDING DIVISION - \ \ 1 2.. I N w ' = Lu D t- ¢ a w o zz � I COSTCO DR., SITE THAT PORTION OF GOVERNMENT LOT I, IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT I IN SAID SECTION 35; THENCE NORTH 87° 44' 08" WEST, ALONG THE NORTH LINE OF GOVERNMENT LOT I IN SAID SECTION 35 A DISTANEC OF 166.47'; THENCE SOUTH 01° 51' 39" WEST, A DISTANCE OF 83.55 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 08' 21" EAST, A DISTANCE OF 693.41 FEET TO THE WESTERLY MARGIN OF THE JAMES CHRISTENSON ROAD (ALSO KNOWN AS 70TH AVENUE SOUTH) AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 1539561; AND AS SHOWN ON THE RECORD OF SURVEY RECORDED UNDER RECORDING NO. 9401029007; THENCE ALONG SAID WESTERLY MARGIN THE FOLLOWING COURSES: SOUTH 07° 38' 20" WEST, 51.00 FEET; SOUTH 10° 52' 40" EAST, 197.12 FEET; THENCE LEAVING SAID MARGIN NORTH 88° 22' 15" WEST, 302.95 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 115.00 FEET, THROUGH A CENTRAL ANGLE OF 40° 55' 21" AND AN ARC LENGTH OF 82.14 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 40° 28' 55" AND AN ARC LENGTH OF 21.00 FEET; THENCE NORTH 88° 48' 41" WEST, 334.21 FEET TO A POINT WHICH BEARS SOUTH 01° 51' 39" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 01° 51' 39 EAST, 283.98 FEET TO THE TRUE POINT OF BEGINNING. Date: L.,2.: BUILDING INFO PROJECT DESCRIPTION SCOPE OF W PROPERTY OWNER: COSTCO WAREHOUSE CORPORATION PROPERTY ADDRESS: 441 COSTCO DRIVE TUKWILA WA 98188 PROPERTY PARCEL NUMBER: 362304910700 ZONING: TUC BUILDING OCCUPANCY CLASSIFICATION: GROUP F-1 BUILDING CONSTRUCTION TYPE: TYPE VB, FULLY SPRINKLERED THE PROJECT IS A PARTIAL (APPROXIMATELY 6,782 SINGLE STORY OPTICAL MANUFACTURING FACILITY PROJECT IS SEPARATE FROM ANY OTHER WORK (INCLUDING 2,989 SQUARE FEET), AND SUBMITTED UNDER SEPARATE SQUARE FEET) INTERIOR REMODEL TO AN EXISTING (APPROXIMATELY 34,789 SQUARE FEET) A PROPOSED ADDITION OF APPROXIMATELY REVIEW, AND FOR BIDDING. BUILDING: THE WORK INCLUDES, AND IS NOT LIMITED TO, THE BUILDING SHELL, INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR, ITEMS FURNISHED AND INSTALLED BY OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, AND IS NOT LIMITED TO, DEMOLITION, INTERIOR AND EXTERIOR SIGNAGE, FIRE PROTECTION SPRINKLER SYSTEMS, LIFE SAFETY /FIRE ALARM SYSTEMS, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL /LIGHTING SYSTEMS. SITE: FOR EXISTING CONDITIONS, NO CHANGES ARE PROPOSED UNDER THIS WORK, BUT THE WORK MAY INCLUDE, AND IS NOT LIMITED TO, DEMOLITION, ABATEMENT IF REQUIRED, EXCAVATION, IMPORT FILL, GRADING, STORM WATER DRAINAGE SYSTEM, WATER DISTRIBUTION SYSTEMS, SANITARY SEWER SYSTEMS, NATURAL GAS DISTRIBUTION SYSTEM, ELECTRICAL DISTRIBUTION SYSTEMS, SITE LIGHTING, CURBS, PAVEMENT, STRIPING /ARROWS, LANDSCAPING, IRRIGATION, AND FENCING. 180th ST. SW 43rd ST t I© S 188th ST. Q ck• = ; �) w R 1StONS 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. `` J � < 88 ' � �V �0 .4 Ank i SEE OTHER SHEETS AND DESIGN FOR ADDITIONAL ABBREVIATIONS: ARCHITECTUIRAL A B B R E V DISCIPLINES 1 AT 1 O N S A R C H I T E C TURAL SYMBOL S ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TRANS. TRANSFORMER BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS TYP. TYPICAL B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR UTIL. UTILITY BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.B.C. UNIFORM BUILDING CODE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN U.N.O. UNLESS NOTED OTHERWISE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. RAIN LEADER V.C.T. VINYL COMPOSITION TILE BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED VERT. VERTICAL BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION V.I.F. VERIFY IN FIELD BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/ WITH CB CATCH BASIN BY OWNER M.I.P. METAL INSULATED PANEL REQ'D. REQUIRED W/O WITHOUT C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WD. WOOD C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WDW. WINDOW C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE WHS. WELDED HEAD STUD C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.P. WATERPROOF CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR W.R. WATER RESISTANT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED WT. WEIGHT CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER W.W.F. WELDED WIRE FABRIC COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED Y.D. YARD DRAIN CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH DETAIL IDENTIFICATION CUT LINE - DEFINES THE , ARROW REVISION CLOUD AND DELTA ITEM S.I.O OR N.I.C. I 1 1 1 1 ACOUSTICAL TILE SUSPENDED CEILING GRID CMU SYSTEM W/ LAY IN PANELS - PROJECT NORTH INDICATOR 1 1 � TRUE NORTH INDICATOR I 1 ALUMINUM 4' X 2' U.N.O. DETAILED ELEMENT M. A8.01 SHEET WHERE DRAWN DOOR WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT WINDOW, A7.01 LOUVER SHEET WHERE DRAWN BUILDING BUILDING SECTION DETAIL IDENTIFICATION EQUIPMENT 6 A3.01 SHEET WHERE DRAWN ROOM EXTERIOR ELEVATION ROOM-ROOM © L 1 , 3 5/8" METAL STUDS U.N.O. AT 16" O.C. p �S? l BATT INSULATION .. • • • • • • • • • • SHADED AREA DENOTES WITH GWB PAINTED EACH FACE U.N.O. METAL SECURITY DECK PER SCHEDULE ABOVE ITEM S.O.I.0 OR S.I.C. MARK O DOOR NUMBER - REFER TO WORK, CONTROL OR DATUM pp��TTT �/1l/1 CMU OR BRICK SCHEDULE POINT $ 50' -0" A.F.F. 4 • SPRINKLER DROP CONCRETE 3 5/8" METAL STUDS AT 16" O.C. WITH RELITE OR NEW CONSTRUCTION SHOWN SOLID SOUND INSULATION BATTS AND FINISH EARTH Q DROP CORD (SEE ELEC.) PER SCHEDULE MARK SLOPE DIRECTION WITH NUMBER REFER DATUM MARK '7SLOPE DOWN �� ,���, rr � t ,���� E.I.F.S. AIR HOSE FREEZER !COOLER WALLS (S.O.I.0 . TO SCHEDULE 1/8" PER FOO 1..,..,..,1 J��� FINISHED WOOD ® WATER DROP MARK SPRINKLER MAIN EXISTING CONSTRUCTION TO REMAIN GRAVEL / EXHAUST VENT OR RETURN AIR GRILLE EQUIPMENT NUMBER - 0 REFER TO SCHEDULE SHOWN LIGHT BACKGROUND PROPERTY LINE �. : a ctrz . , u .. ® t- MI MI ® GYPSUM BOARD MARK NAME X/ HVAC DIFFUSER /\ PLYWOOD - �• F -- DETAIL IDENTIFICATION 1 100 1- ROOM NUMBER FENCE x x x x x RIGID INSULATION FLUORESCENT LIGHTING FIXTURE x x x GRIDS EXISTING CONSTRUCTION TO BE REMOVED SHOWN DASHED A3.02 COLUMN SHEET WHERE DRAWN BREAKLINE - SOUND INSULATION FLUORESCENT LIGHTING FIXTURE - 1)08-- 2 - - F ig INTERIOR ELEVATION DETAIL IDENTIFICATION 11 / STEEL 1 60 I I 1 / INCANDESCENT OR H.I.D. �- _ L B II. /� WOOD BLOCKING LIGHTING FIXTURES 6 I ® FLOOR DRAIN SHEET WHERE DRAWN WOOD MEMBER TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.200 MulvannyG2.com I PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT RrGISTE 'CHITEC 8079 RUSSELL H. , I, t_AR.0 I STATE OF WASH tiGIOi © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: JEG, MG 10.07.2008 TITLE SHEET TS1.01 R C _WED OCT ' 0 20O8 PERMIT CENTER w 0 z 24 - - • AREA OF REMODEL WORK THIS PERMIT EXISTING LANDSCAPING V/ r EXISTING OPTICAL FACILITY ®- 1111111111.1111111. ®- NII1M1111111i 1E1 L_ _ COSTCO DRIVE 9 t (5 ADA) EXISTING LANDSCAPING 11 18 1 AREA OF ADDITION SEPARATE PERMIT 21 14 24 - - -c 111 EXISTING LANDSCAPING J — — — - -t - --� 1 18 SCALE: 1" = 40' SITE PLAN 5 0 w co 0 0 10' 20' 40' SCALE: 1" = 40' 80' ce w 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILDING DIVISION VICINITY MAP PROJECT DATA CLI ENT: PROJECT ADDRESS: PARCEL NUMBER: ZONING: SITE AREA: JURISDICTION: SETBACKS: BOUNDARIES INFORMATION: BUILDING DATA: EXISTING BUILDING AREA 34,789 S.F. BUILDING REMODEL 6,782 S.F. BUILDING AREA TOTAL 34,789 S.F. BUILDING ADDITION (SEPARATE WORK) 2,989 S.F. REVISED BUILDING AREA TOTAL 37,778 S.F. PARKING DATA (INCLUDING PENDING ADDITION) PARKING PROVIDED: STANDARD ACCESSIBLE TOTAL PARKING PROVIDED = PARKING REQUIRED: MANUFACTURING FACILITIES: 1 SPACE / 1000 SF TOTAL AREA (37,778 SF) REQUIRES 38 SPACES TOTAL MAXIMUM USERS ON SITE 100 TOTAL REQUIRED SPACES = 100 PROVIDED (148) > (100) REQUIRED / 008 1 1(QO COSTCO WHOLESALE CORP. 999 LAKE DRIVE ISSAQUAH, WA 98027 441 COSTCO DRIVE TUKWILA, WA 98188 362304910700 TUC 4.46 ACRES (194,105 S.F.) CITY OF TUKWILA, WA PER CITY & EXISTING THIS PLAN HAS BEEN PREPARED WITHOUT BENEFIT OF A COMPLETE SURVEY. IT IS CONCEPTUAL IN NATURE AND NO GUARANTEE OF ITS ACCURACY IS IMPLIED 143 5 148 TUKWILA OPTICAL ARC LAB REMODEL COSTCO WHOLESALE CORPORATION 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 Mulvann PERMIT / BID SET 0 10' 20' 40' 80' 1 " =40' 441 COSTCO DR. TUKWILA, WA 98188 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION 95- 0740 -05 PM: SAM MORRIS DRAWN: JEG 10.07.2008 PLAN CHECK SUBMITTAL SITE PLAN RECEIVED OCT 10 2008 PERMIT CENTER SD1.01 (E) ELEC / PHONE (1) 3' DOOR (E) OFFICE (E) OFFICE 198 S.F. 1 / 100 (E) OFFICE 194 S.F. 1/100 275 S.F. (E) BREAK ROOM 724 S.F. 1 / 15 49 (E) LOCKER ROOM (E) PATIO (2) 3' DOORS (E) MEMBER SERVICES 422 S.F. 1 / 100 (E) MAINTENANCE 712 S.F. 1 /100 (E) JANITOR (E) MECHANICAL 152' MAX EXIT DISTANCE 88 OCC. L ( 1 ) 3'DOOR 163' MAX EXIT DISTANCE 112 OCC 0 • • (E) E l PANEL Vic .._ 1 TRANS L PANEL I.... TRW_.. J (E) ELEC (E) ELEC-1 TRIWSM J- r , e *10.111 EL�EC ♦ 1 e ._ r . F.: ,CABINET.,,..... .. � � _.� - , , . , -� . f • D — 1 �; _ 1 ® -- 1 to 1 N-1 z O f II ▪ 1 I I C.� I m CD IN 1 I 1 u._ 1 0 T 0 1 VESTIBULE ` 1 1 1 1 1 1 2,482 S.F. 1 / 100 25 1 1 1 1 • Is F-® ------------------------------ -------- -- ---- ------- -- -- -- - - - FLIPPER AREA #2 1,048 S.F. 1 / 100 11 1,371 S.F. A.R.C. LAB 1 / 100 14 • • SMOCK -UP ROOM 127 S.F. 1 / 100 96' -0" • (E) RISERS FIRE SPRINKLER 48 S.F. 1 / 100 95' -6" FLIPPER AREA #1 I ■ 1 • (E) WAREHOUSE 2,066 S.F. 1 / 500 5 O — KNOX BOX LOCATE AS DIRECTED 1 1 1 1 116 MAX EXIT DISTANCE 144 OCC. le = - - - - - - NO M - - - - - 391 S.F. 128 S.F. 150 S.F. EGRESS PLAN SCALE: 1/8" = 1' -0" (E) OFFICE MANAGERS 160 S.F. 1 / 100 2 1 / 100 • (E) OFFICE 1 / 100 (E) OFFICE 1 / 100 • • - - - M EN= - MI= - - - - - - IN - • 0 FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.O.I.C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: ONE MIN. RATING 2A: 10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • • • 133' -2" • (E) PRODUCTION LAB 20,976 S.F. 1 / 100 210 • • (1) 3' DOOR 163' MAX EXIT DISTANCE 75 OCC. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILDING DIVISION NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. KEY ( #) DOOR SIZE LOCATION AREA EXIT SIGN ►— (E) PRODUCTION LAB I 0— 20,976 S.F. 1 / 100 210 OCCUPANT LOAD FACTOR (SQ. FT. PER OCCUPANT) OCCUPANT LOAD EGRESS SUMMARY OCCUPANT LOAD ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED) 1,354 SF / 15 = 91 OCCUPANTS LOCKER ROOM 275 SF /50 = 6 OFFICE (B) 2,998 SF / 100 = 30 INDUSTRIAL (F -1) 27,734 SF / 100 = 280 ACCESSORY STORAGE, MECHANICAL EQUIPMENT 476 SF / 300 = 2 WAREHOUSE (F -2) 2,066 SF / 500 = 5 TOTAL OCCUPANTS: 414 EGRESS WIDTH PER PERSON: 0.15 REQUIRED EGRESS WIDTH (IN INCHES): 62.1 ACTUAL EGRESS WIDTH (IN INCHES): (3) 36" DOORS AT 33" NET (1) 72" DOORS AT 69" NET TOTAL PROVIDED FLOOR AREA: AUTOMATIC FIRE SPRINKLER SYSTEM: FIRE ALARM SYSTEM: APPLICABLE BUILDING CODE: 2006 IBC, W/ WASHINGTON AMENDMENTS BUILDING HEIGHT AND NUMBER OF STORIES: ALLOWABLE: 40 FEET -1 STORY ACTUAL: 22 FEET -1 STORY b0f30% LI 99 = 69 168 PROVIDED > REQUIRED BUILDING STATISTICS ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED) 1,354 SF LOCKER ROOM 275 SF OFFICE (B) 2,998 SF INDUSTRIAL (F -1) 27,734 SF ACCESSORY STORAGE, MECHANICAL EQPT 476 SF WAREHOUSE (F -2) 2,066 SF TOTAL = 34,903 SF NUMBER OF STORIES: 1 MAX BUILDING HEIGHT (ABOVE FLOOR) 22' -0" YES NO [X] [ [X] [ CODE ANALYSIS OCCUPANCY CLASSIFICATION: NON- SEPARATED USES - GROUP 'F -1' (FACTORY INDUSTRIAL) NO OCCUPANCY SEPARATIONS REQUIRED ALLOWABLE FLOOR AREA: UNLIMITED AREA PER 507 - APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT AND ENTIRELY SURROUNDED & ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET TYPE OF CONSTRUCTION : TYPE VB, FULLY SPRINKLERED TABLE 601 FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. ZZARLI STATE OF 'NA t1GTOt, © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION 95- 0740 -05 PM: SAM MORRIS DRAWN: 10.07.2008 PLAN CHECK SUBMITTAL EGRESS PLAN CODE DATA RECE]VED OCT 10 2008 PERMIT CENTER G1.O1 E) E .0 & ./P IOI i=: (E" COMPUTE CENTRAL RAL PATIO STORAGE (E WOMEN'S R COPY AREA MANAGER OCKER AREA SERVV! �PUTER OFFICE MANAGER (E) BY PR (E) SERVICE- OFFICE GER'S (E) RECE >E (E) MAINTENANCE (E) PRODUCTION LAB (E) MECHANICAL REVIEWED FOB CODECOMPLlANCE APPROVED MAR 12 2009 SCALE: 1/8" =1 DEMOLITION PLAN LOADING DOCK d TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT RUSSELL H AZZARD STATE OF w ;' 'INGION © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL DEMOLITION NOTES 1 2 3 4 5 6 7 8 9 REMOVE EXISTING WALL. REMOVE EXISTING DOOR AND FRAME. REPAIR AND CLEAN EXISTING WALL TO LIKE -NEW CONDITION. PAINT PER SCHEDULE. EXISTING STRUCTURAL COLUMN TO REMAIN. EXISTING ELECTRICAL PANELS / TRANSFORMERS TO REMAIN. EXISTING DOOR TO REMAIN. REPAIR AND CLEAN DOOR AS NEEDED. REPAIR FLOOR SURFACE AS NEEDED. REMOVE EXISTING FENCE. RELOCATE EXISTING EQUIPMENT. NEW LOCATION TO BE DETERMINED BY WAREHOUSE. 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 DEMOLITION PLAN RECEIVED OCT c PERMIT CENTER D1.01 1 t 1 1- (E) ELEC TRANS min 3' -8" E) ELECT. /PHONE (E) ELEC PANEL ELEC TRANS (E) ELEC PANEL 14' -5" ANTI- REFLECTIVE COATING LAB 1 101 " 10' -0" (E) ELEC PANEL (E) COMPUTER CENTRAL O ti ti EL __. CABINET 11' -0" FLIPPER AREA #2 1 102 1 12' -10 3/4" 11 = 11 — 1 1 II II 11 1 (E) COUNSEL co 0 (E) ACCOUNT ; SMOCK UP ROOM 1 105 1 11' -10" 10' -0" 22' -1 1/2" HARD COATING 1 103 1 T 13' -71/2" 9'-9 1/2" = I I (E) OUTDOOR PATIO 11 I I 11 6-6" ALIGN 0 4 4 9 ( 11' -61/2" 0 4' -0" (E) EMPLOYEE BREAK ROOM 1 104 FLIPPER AREA #1 8' -0" 6-0" (E) COVERED 0_ t 8' -3" • T 1 1 1 1 PATIO E) SERVICE OMPUTER (E) LOCKER AREA 1E) OFFICE MANAGER • 1 6-0" 3'-4 1/2' 0 (E) ENTRANCE (E) LOBBY AREA ■ 1— ALIGN 1 O (E) MEMBER SERVICE (E) OFFICE MANAGER'S t °T (E) LENS RECEVING T (E) RECEIVING FLOOR PLAN SCALE: 1/8" = (E) \ BLAST SAND (E) STORAGE (E) JANITOR (E) SUPPLY 0 (E) MAINTENANCE (E) LOADING DOCK (E) PRODUCTION LAB (E) MECHANICAL REVIEWED FO CODE COMPLIANCE AP PROVED MAR 12 2O8O City of Tukwila BUILDING DIVISION L 1)0 GENERAL CONSTRUCTION NOTES: A. BEFORE SUBMITTING BID PROPOSAL, GENERAL CONTRACTOR TO VISIT THE SITE OF THE WORK, AND BE FULLY INFORMED OF EXISTING CONDITIONS AND LIMITATIONS. CONTRACTORS ARE RESPONSIBLE FOR THEIR CONSTRUCTION MEANS AND METHODS. B. GENERAL CONTRACTOR TO SUBMIT CONSTRUCTION SCHEDULE AS PART OF THE BID PACKAGE TO ARCHITECT FOR REVIEW. C. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. MAKE PROVISIONS FOR TEMPORARY UTILITY CONNECTIONS AS NECESSARY. PATCH ALL FLOORS TO MATCH EXISTING. D. THE CONTRACTOR WILL BE FAMILIAR WITH TEMPORARY PARTITION REQUIREMENTS AS OUTLINED IN PROJECT MANUAL. E. ALL EQUIPMENT TO REMAIN THE PROPERTY OF COSTCO WHOLESALE. ALL EQUIPMENT THE OWNER DOES NOT WANT SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR. F. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND DIMENSIONS.. G. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT LIMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. H. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. J. EXISTING PACKAGING, OPTICAL OPERATION SCHEDULE DURING CONSTRUCTION TO BE REVIEWED WITH AND APPROVED BY WAREHOUSE MANAGER PRIOR TO START OF CONSTRUCTION. K. ALL CONCRETE EXPOSED TO SULFATE - CONTAINING SOLUTION OR SOILS SHALL BE 4,000 PSI CONCRETE UNLESS THE SOILS REPORT STIPULATES A LESSOR SULFATE CONTENT. L. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. L DATE DESCRIPTION 10.07.08 PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 FLOOR PLAN A1.01 RUSSELL H. rZARD SfArf OF vi, HINGTON RECEIVED OCT 10 2008 PER VIII CENTER 8 .. / EQ. / 3 PANELS @ 4' -0" = 12' -0" ANTI- REFLECTIVE COATING LAB f EQ. // EQ. 1 PANEL @ 4' -0" =4' -0" 1 PANEL @ 4' -0" =4' -0" FI IPPER AREA #2 1 102 w EQ. 0 l-w w E w w� EQ. EQ. SMOCK UP ROOM 1 105 • 5 PANELS @ 4' -0" =20 -0" • HARD COATING 1 103 1 EQ. I_ VESTIBULE 1 106 SCALE: 1/4" = w w EQ. 2 PANELS @ 4' -0" =8' -0" 0 w ` — s' 1 --- I I 1, — \ 1 1 ) 1 1 ,'/ 1 � i f ,/ / / / / / / / / / / / / / REFLECTED CEILING PLAN 1 al FLIPPER AREA #1 1 104 1 \\ \ \ \`' ET 7 \ \ L_ — _ 9 PANELS @ 4' -0" = 36' -0" „ \ \\ \ \ ` \\ \ N • NOTE: FOR GRID CEILING DETAIL - SEE 6/A6.01 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILDING DIVISION II 11 11 1 I I I L Do8-� 60 TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT r c El Af;CHi Tr z F;E,SSELL H AZZ I Srf.T Of Y i1 HINGE(N 0079 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 PLAN CHECK SUBMITTAL REFLECTED CEILING PLAN RECEIVED OCT 10 2000 PERMIT CENTER A4.01 18 A7.01 RE ELEC I PANEL (E) ELEC TRANS L_ C.G. C.G. ANTI- REFLECTIVE COATING LAB 1 101 1 v t l C.G. C.G. C.G. C.G. C.G. C.G. C.G. C.G. FLIPPER AREA #2 1 102 1 13 11 16 18 C.G. SMOCK UP ROOM 1 105 15 14 19 20 108 HARD COATING 1 103 14 11 16 19 C.G. C.G. • • F SCALE: 1/4" = 1 -0" C.G. C.G. ENLARGED PLAN C.G FLIPPER AREA #1 1 104 1 C.G REVIEWED FOR CODE COMPLIANCE AP PROVED MAR 12 2009 City of Tukwila Uilp pIV13lO TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT 8079 0 r"f: .i F USSELL H. + \.724R0 STATE OF WA IINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 EN LARGEDI C VED PLAN OCT 1020 A5.01 ?Livid J CENTER 1 101 ANTI - REFLECTIVE COATING LAB (WEST) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" iq 11 11 II I II II II 1 II II II FUTURE OPENING SCALE: 1/4" = 1' -0" , SCALE: 1/4" = 1' -0" J II 11 II II L i II IL L Q I 11 11 II 1 I III 1 1 11 11 I FUTURE OPENING 102 FLIPPER AREA #2 (WEST) 102 FLIPPER AREA #2 (EAST) i T II II II II II 7 1 1 11 11 iq II 1 101 ANTI - REFLECTIVE COATING LAB (EAST) I 11 11 11 11 I 11 II I 11 11 11 11 FUTURE OPENING J 11 II 11 II 1 1 11 11 �1 1 I II 11 1 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. BLOCKING TYP I � I II 1I - 1 II a iI 1 i T II II II II 1 II III I L I 1l I I % 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. BLOCKING TYP BLOCKING TYP C.G. TYP C.G. TYP V I uuu ii II II II II I � FUTURE OPENING \ 1 11 I II II 1 11 II II 11 1 1 11 II 11 I I II 11 11 11 11 11 11 II ILILI 11 L L AL_ 11 11 ILII II I 1 11 II II II I II II II 1 II 11 II FUTURE OPENING f II II II II II 1 11 II I I II II I 11 II II II I 11 II I 11 11 I II II FUTURE OPENING III - fl - ff 1 II 11 II I1 11 11 11 11 1 111 11 11 1 I1 _1I 1 11 11 11 I1-I1_1 C.G. TYP C.G. TO 8' -0" TYP 6" RUBBER BASE TYP 102 FLIPPER AREA #2 (NORTH) SCALE: 1/4" = 1' -0" \ 6" RUBBER BASE TYP 102 FLIPPER AREA #2 (SOUTH) SCALE: 1/4" = 1' -0" 101 ARC LAB (NORTH) ^ (WEST) 3 J SCALE: 1/4" = 1' -0" 1 1 C.G. TO 8' -0" TYP / A\ SCALE: 1/4" = 1' -0" 106 VESTIBULE 106 VESTIBULE SCALE: 1/4" = 1' -0" 105 SMOCK UP ROOM (WEST) 6" RUBBER BASE TYP. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 2 2000 City of Tukwila BUILDING DIVISI( N (NORTH) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = bOB 'i 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. 106 VESTIBULE 106 VESTIBULE 101 ARC LAB (SOUTH) 8 (EAST) (SOUTH) 0 SCALE: 1/4" = 1' -0" ( g \ SCALE: 1/4" = 1' -0" 1 SCALE: 1/4" = 1' -0" 6" RUBBER 105 SMOCK UP ROOM (NORTH) \ 6" RUBBER BASE TYP. 105 SMOCK UP 105 SMOCK UP ROOM (EAST) �� ROOM (SOUTH) BASE TYP. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT 8079 SSELL H. ° 2ZARD SrATE OF 'w1 .ItWT0t © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 INTERIOR E LEVATION C IVED Ocr 1 n 2+008 PERU CENTER A5.03 0 0 0 0 0 ONIISIX3 0 0 0 0 0 # 0 0 0 0 0 0 0 0 o z F X 1 101 ANTI - REFLECTIVE COATING LAB (WEST) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" iq 11 11 II I II II II 1 II II II FUTURE OPENING SCALE: 1/4" = 1' -0" , SCALE: 1/4" = 1' -0" J II 11 II II L i II IL L Q I 11 11 II 1 I III 1 1 11 11 I FUTURE OPENING 102 FLIPPER AREA #2 (WEST) 102 FLIPPER AREA #2 (EAST) i T II II II II II 7 1 1 11 11 iq II 1 101 ANTI - REFLECTIVE COATING LAB (EAST) I 11 11 11 11 I 11 II I 11 11 11 11 FUTURE OPENING J 11 II 11 II 1 1 11 11 �1 1 I II 11 1 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. BLOCKING TYP I � I II 1I - 1 II a iI 1 i T II II II II 1 II III I L I 1l I I % 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. BLOCKING TYP BLOCKING TYP C.G. TYP C.G. TYP V I uuu ii II II II II I � FUTURE OPENING \ 1 11 I II II 1 11 II II 11 1 1 11 II 11 I I II 11 11 11 11 11 11 II ILILI 11 L L AL_ 11 11 ILII II I 1 11 II II II I II II II 1 II 11 II FUTURE OPENING f II II II II II 1 11 II I I II II I 11 II II II I 11 II I 11 11 I II II FUTURE OPENING III - fl - ff 1 II 11 II I1 11 11 11 11 1 111 11 11 1 I1 _1I 1 11 11 11 I1-I1_1 C.G. TYP C.G. TO 8' -0" TYP 6" RUBBER BASE TYP 102 FLIPPER AREA #2 (NORTH) SCALE: 1/4" = 1' -0" \ 6" RUBBER BASE TYP 102 FLIPPER AREA #2 (SOUTH) SCALE: 1/4" = 1' -0" 101 ARC LAB (NORTH) ^ (WEST) 3 J SCALE: 1/4" = 1' -0" 1 1 C.G. TO 8' -0" TYP / A\ SCALE: 1/4" = 1' -0" 106 VESTIBULE 106 VESTIBULE SCALE: 1/4" = 1' -0" 105 SMOCK UP ROOM (WEST) 6" RUBBER BASE TYP. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 2 2000 City of Tukwila BUILDING DIVISI( N (NORTH) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = bOB 'i 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. 106 VESTIBULE 106 VESTIBULE 101 ARC LAB (SOUTH) 8 (EAST) (SOUTH) 0 SCALE: 1/4" = 1' -0" ( g \ SCALE: 1/4" = 1' -0" 1 SCALE: 1/4" = 1' -0" 6" RUBBER 105 SMOCK UP ROOM (NORTH) \ 6" RUBBER BASE TYP. 105 SMOCK UP 105 SMOCK UP ROOM (EAST) �� ROOM (SOUTH) BASE TYP. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT 8079 SSELL H. ° 2ZARD SrATE OF 'w1 .ItWT0t © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 INTERIOR E LEVATION C IVED Ocr 1 n 2+008 PERU CENTER A5.03 104 FLIPPER AREA #1 (WEST) SCALE: 1/4" =1 104 FLIPPER AREA #1 (EAST) SCALE: 1/4" = 1' -0" 103 HARDCOATING (WEST) SCALE: 1/4" =1 103 HARDCOATING (EAST) SCALE: 1/4" = 1' -0" II - 1I 11 1T 11 11 11 11 II 11 II 11 i II I I II II 11 II I II 11 II I I _LJ I IL 11 C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. BLOCKING TYP C.G. TYP 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. 0 co 1 C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP 1 1 / 103 HARDCOATING (NORTH) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" / / / 6" RUBBER BASE TY SCALE: 1/4" = 1' -0" 104 FLIPPER AREA #1 (NORTH) Y\ 0 M 6" RUBBER BASE TYP 104 FLIPPER AREA #1 (SOUTH) 9 SCALE: 1/4" = 1' -0" 6" RUBBER BASE TYP. — C.G. TO 8' -0" TYP 5 103 HARDCOATING (SOUTH) 6" RUBBER BASE TYP. C.G. TO 8 -0" TYP REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILJ)ING DIVISION C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP bo8,40 P. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT V.N.. 8079 "`°'."..rt,F P a.aut ti 1 'A S Ttr CTr ,`tf} 'f nt310 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 INTERIOR OCT 102008 E L EVAT I O N§ RMIT CENTER A5.04 A6.01 RELITE TYP. / i / i / i 6 / i 7 1 7 / /iv \ / �' \ / o io \ E? " / \ � // / M y 104 FLIPPER AREA #1 (WEST) SCALE: 1/4" =1 104 FLIPPER AREA #1 (EAST) SCALE: 1/4" = 1' -0" 103 HARDCOATING (WEST) SCALE: 1/4" =1 103 HARDCOATING (EAST) SCALE: 1/4" = 1' -0" II - 1I 11 1T 11 11 11 11 II 11 II 11 i II I I II II 11 II I II 11 II I I _LJ I IL 11 C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. BLOCKING TYP C.G. TYP 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. 0 co 1 C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP 1 1 / 103 HARDCOATING (NORTH) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" / / / 6" RUBBER BASE TY SCALE: 1/4" = 1' -0" 104 FLIPPER AREA #1 (NORTH) Y\ 0 M 6" RUBBER BASE TYP 104 FLIPPER AREA #1 (SOUTH) 9 SCALE: 1/4" = 1' -0" 6" RUBBER BASE TYP. — C.G. TO 8' -0" TYP 5 103 HARDCOATING (SOUTH) 6" RUBBER BASE TYP. C.G. TO 8 -0" TYP REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILJ)ING DIVISION C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP bo8,40 P. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT V.N.. 8079 "`°'."..rt,F P a.aut ti 1 'A S Ttr CTr ,`tf} 'f nt310 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 INTERIOR OCT 102008 E L EVAT I O N§ RMIT CENTER A5.04 A6.01 RELITE TYP. / i / i / i 6 / i / /iv \ / o 1 o io \ / 104 FLIPPER AREA #1 (WEST) SCALE: 1/4" =1 104 FLIPPER AREA #1 (EAST) SCALE: 1/4" = 1' -0" 103 HARDCOATING (WEST) SCALE: 1/4" =1 103 HARDCOATING (EAST) SCALE: 1/4" = 1' -0" II - 1I 11 1T 11 11 11 11 II 11 II 11 i II I I II II 11 II I II 11 II I I _LJ I IL 11 C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. BLOCKING TYP C.G. TYP 6" RUBBER BASE TYP. 6" RUBBER BASE TYP. C.G. TO 8' -0" TYP 6" RUBBER BASE TYP. 0 co 1 C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP 1 1 / 103 HARDCOATING (NORTH) SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" / / / 6" RUBBER BASE TY SCALE: 1/4" = 1' -0" 104 FLIPPER AREA #1 (NORTH) Y\ 0 M 6" RUBBER BASE TYP 104 FLIPPER AREA #1 (SOUTH) 9 SCALE: 1/4" = 1' -0" 6" RUBBER BASE TYP. — C.G. TO 8' -0" TYP 5 103 HARDCOATING (SOUTH) 6" RUBBER BASE TYP. C.G. TO 8 -0" TYP REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILJ)ING DIVISION C.G. TO 8' -0" TYP C.G. TO 8' -0" TYP bo8,40 P. TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT V.N.. 8079 "`°'."..rt,F P a.aut ti 1 'A S Ttr CTr ,`tf} 'f nt310 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 INTERIOR OCT 102008 E L EVAT I O N§ RMIT CENTER A5.04 ROOM FINISH ABBREVIATION KEY LOCATION AC -1 24x48 SUSPENDED GRID WITH LAY -IN ACOUSTIC BOARD AC -2 24x48 SUSPENDED GRID WITH MOISTURE RESISTANT, WASHABLE LAY -IN ACOUSTIC BOARD AC -3 24x48 RATED SUSPENDED GRID AND LAY -IN ACOUSTIC BOARD C CARPET TILE (S.O.I.C.) CMU CONCRETE MASONRY UNIT CONC CONCRETE CT 8 "x8" CERAMIC TILE CV 6" COVED VINYL DPL DIAMOND STEEL PLATE FRPP FIBER REINFORCED PLASTIC PANEL FULL HEIGHT GFP GYPSUM FIBER PANEL GWB GYPSUM WALL BOARD LF LAMINATE FLOORING (S.O.I.C.) M MEDIUM TEXTURE MIP METAL INSULATED PANELS MPLY MARINE GRADE PLYWOOD OTS OPEN TO STRUCTURE P PAINT PB POLYMER BASE- COVED PF -1 POLYMER FLOORING PF -2 POLYMER FLOORING PF-4 POLYMER FLOORING PF -5 POLYMER FLOORING PF -6 POLYMER FLOORING PF -7 POLYMER FLOORING (S.I.O.) SEE SPECIFICATIONS FOR FINISH AND COLOR PLY PLYWOOD R RATED 24x48 CEILING TILE RB-4 RUBBER BASE - 4" HIGH RB -6 RUBBER BASE - 6" HIGH SEAL SEALER SG SEMI -GLOSS ENAMEL SRF SLIP - RESISTIVE FINISH - SEE SPECIFICATIONS SST STAINLESS STEEL SV SHEET VINYL TB TILE BACKERBOARD VCT VINYL COMPOSITION TILE - STATIC DISSIPATING WB WOOD BASE TYPE ROOM FINISH REMARKS HEIGHT 1. RB -6 ON GWB WALLS 2. GWB ON STUD WALLS - PAINTED, SG 3. PROVIDE BASE ON CASEWORK 4. STEEL DECK ABOVE CEILING 5. SST ON GFP - FULL HEIGHT ON STUD WALLS 6. VINYL -FACED GWB ON WAREHOUSE SIDE OF STUD WALLS 7. SOUND CURTAINS 8. CERAMIC TILE TO 7' -0" A.F.F., GWB ABOVE - PAINTED, SG 9. 1 -HR RATED PER OWNER REQUEST - NOT CODE REQUIRED 10. FLOOR TILE MUST BE NON- STATIC 11. SEE ELEVATION FOR WALL HEIGHT 12. FRPP ON GWB - FULL HEIGHT ON STUD WALLS, SEE ELEVATIONS 13. SST ON GFP - FULL HEIGHT BEHIND OVEN, SEE ELEVATION 14. CHAIN LINK FENCE / GATE (S.I.O.) 15. F.R.P.P. WAINSCOT TO 4' -0" A.F.F. ALL WALLS 16. FRPP ON GFP / MPLY ON STUD WALLS (GFP TO 4' -0" A.F.F. / MPLY ABOVE) 17. CEILING HEIGHT NOTED IS MINIMUM, ADJUST TO MAINTAIN 1' -6" ABOVE TALL CASES TO SPRINKLER DEFLECTOR 18. 14 GA. SHEET METAL SECURITY BARRIER ON BOTH SIDES OF STUD; FULL HEIGHT RELITE / WINDOW SCHEDULE LOCATION NO. FRAME GLASS REMARKS TYPE WIDTH HEIGHT LABEL MATERIAL DET. # SHT. # THK. LABEL NOTES I HT. HARDCOATING 1 B 6-0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" 2 B 6-0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" 3 B 6' -0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" 4 B 6' -0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" 5 B 6-0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" 6 B 6' -0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 11' -9" / 7 C 2'-6" 3'-8" NONE ALUM. / H.M. 11 A6.01 1/4" NONE / FLIPPER AREA #2 8 A 4' -0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE 9 B 6-0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE ADDITION: VESTIBULE 10 A 4' -0" 4' -0" NONE ALUM. / H.M. 11 A6.01 1/4" NONE / ROOM FINISH SCHEDULE LOC. NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEE NOTES BELOW MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH MATERIAL I FINISH I HT. HARDCOATING 101 A.R.C. LAB CONC SEAL RB -6 SEAL GWB P AC -2 \ 11' -9" 102 FLIPPER AREA #2 CONC SEAL RB -6 SEAL GWB P AC -2 11' -9" 103 HARDCOATING CONC SEAL RB -6 SEAL GWB P AC -2 11' -9" 104 FLIPPER AREA #1 CONC SEAL RB -6 SEAL GWB P AC -2 \ 11' -9" 105 SMOCK UP ROOM CONC SEAL RB -6 SEAL GWB P AC -2 11' -9" 106 _ VESTIBULE CONC SEAL 1 RB -6 SEAL GWB P AC -2 11' -9" / 1 ROLL -UP DOOR HOUSING f' i } r r r r 1 r 1 \ \ / \ / \ WIDTH /! / \ / \ / \ / HEIGHT \ / DOOR OPENING / / \ / \ / \ / \ / \ \ /` / \� 1 ROLL -UP DOOR HOUSING f' i } r r r r 1 r ROLL -UP DOOR HOUSING $ +12' -0" A A.C.T. CEILING (E) Alit+10 A.F.F. DOOR OPENI ROLL -UP DOOR PARALLEL TO CROSS TEE VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" O.C. EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL OA HEAD © JAMB SILL SIM. LAY -IN BOARD, SEE ROOM FINISH SCHEDULE PARALLEL TO MAIN RUNNER, 12 GA. WIRE - TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS RELITE SCALE: 3" = 1' -0" ( D\ RECEIVING ROLLING SERVICE A.R.C. LAB SIDE ELEVATION MINIMUM 12 GA. WIRE 4' -0" O.C. MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" 1 RM 101 / RM 103 +11-9" A.F.F. A.C.T. CEILING TYP 45. WALL ANG! G MOLDING, 2" HORIZONTAL x w 0 z J FLANGE - SECURE TO STUDS / BLOCKING Lu MIN. (4) TURNS IN 1 -1/2" RM101 /RM103 RECEIVING DOOR HOUSING STEEL GUIDES MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES MAIN RUNNER AT 4' -0" O.C. MAX. 1 MTL. STUD WALL PER PLAN - TYP 7' -0" U.N.O. SEALANT ALL AROUND BOTH SIDES 1 3/4" X 4 1/2" 1 3/4" X 4 1/2" SEALANT ALL AROUND BOTH SIDES 3' -0" U.N.O. DOUBLE STUDS AT JAMB ROLLING SERVICE DOOR 16 SCALE: 3/8" = 1' -0" SINGLE EXTR. EGRESS 111111E111111E11 HEAVY DUTY SYSTEM CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS ®UNATTACHED WALL ®MAIN RUNNERS & CROSS TEES ©ATTACHED WALL @SEISMIC BRACING SUSPENDED TEE GRID CEILING 6 / SCALE: 3" = 1' -0" 1/4" GLASS (TEMP. GLASS WHEN ADJ. TO DOOR) 5 M PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER -45, (ALUM. SHOWN, H.M. SIM.) PLAN 11' -7 3/4" FRONT ELEVATION NEW WALL AND 7 - NEW OPENING 1 ROLL -UP DOOR HOUSING ABOVE APPROVED CLIPS OR WIRES AS REQ'D BY CITY STANDARDS, TYP DOOR TYPES SCALE: 1/4" = 1' -0" " WIDTH " " WIDTH " 1' -6" SINGLE VISION TYPICAL INTERIOR CEILING NOTES: 1. ALL HANGER WIRE SHALL BE #12 GALV. WIRE OR CODE APPROVED EQUAL. 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4. AT LIGHT FIXTURES PROVIDE #12 GALV. WIRE AT DIAGONAL OPPOSED. 5. SEE ELECTRCAIL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES. SEISMIC POST SCHEDULE 1. UP TO 8' -0" USE 1 -3 5/8" 25 GA. MTL. STUD @ 12' -0" O.C. 2. 8' -0" TO 10'-0" USE 2 -1 5/8" 25 GA. MTL. STUDS @ 12' -0" O.C. FASTENED BACK TO BACK @ EACH SIDE OF MAIN RUNNER TYP. 3. 10' -0" TO 15'-0" USE 2 - 2 1/2" 25 GA. MTL. STUDS FASTEN SAME AS NOTE #2. 4. ALTERNATE UP TO 5' -0" USE 3/4" EMT CONDUIT. 5/8" GWB 3 5/8" MTL. STUDS DOUBLE STUDS AT JAMB H.M. FRAME (PAINT) - JAMB ANCHOR MIN. 3 PER JAMB DOOR PER SCHEDULE SEALANT ALL AROUND 3/16" STEEL PLATE CHANNEL, INSTALL AT HEAD AND JAMBS SCALE:. 3" = 1' -0" TEMPERED GLASS G.C. NOTE: PAINT TO MATCH WALL COLOR ®LIGHT FIXTURE BRACING ROLLING SERVICE DOOR JAMB SINGLE VISION W/ LITE INTERIOR 5 7/8" U.N.O. H.M. DOOR JAMB AT INTERIOR PARTITION SCALE: 3" = 1' -0" -#12 GAGE HANGER AT EACH CORNER / / / / /// _L -L 0 z io TEMPERED GLASS LIGHT /HVAC FIXTURE LIGHT SHALL BE ATTACHED TO THE CEILING SYSTEM WITH POSITIVE CLAMP DEVICES FACE OF INTERSECTING WALL w w 0 5/8" GWB z 0 0) z w 2 0 cc 0 0 0 . 0805 w N CO (HEAD SIM.) SEALANT ALL AROUND GUIDE ASSY. BY MANUF. (PAINT) WEATHERSTRIPPING ROLLING SERVICE DOOR PER SCHEDULE N ' WIDTH 2" WIDTH z 1 TEMPERED GLASS SINGLE VISION W/ LITE ABOVE INTERIOR BACKING SCALE: 1-1/2" = 1' -0" 'L - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL ®AT CORNER 1- w " WIDTH WIDTH 1'-6" 1'-6" DOUBLE VISION W/0 MULLION NOTE: - EXTEND CORNER GUARDS TO FINISH FLOOR EXCEPT WHERE POLYMER BASE OCCURS - FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE - ADHESIVE TO WALL CORNER GUARDS (C.G.) SCALE: 3" =1 TEMPERED GLASS METAL STUD CUT FLANGE & BEND AT EA. STUD 6 X 16 GA. CONT. RUNNER TRACK (3) #10 SHEET METAL SCREWS NOTE: PROVIDE BACKING (BEHIND BASE WHERE SHOWN, TOILET ACCESSORIES, DIAPER DECK, GRAB BARS, HANDRAIL BRACKETS, URINAL SCREENS, ETC.) Is DOUBLE STUD N 'U - SHAPED' 16 GA. SATIN FINISH STAINLESS STEEL ®AT WING WALL & OPENING A.R.C. LAB FLIPPER AREA 2 LOCATION SMOCK UP RM HARDCOATING VESTIBULE FLIPPER AREA 1 EXTERIOR CHILLER VESTIBULE MECH ROOM SOUTH BEAD BLASTER RM VESTIBULE VESTIBULE yESTIBULE NO. 0 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 EXIT TO OUTSIDE ADDITION: MECH RM N 116 117 118 119 120 121 122 123 WIDTH HEIGHT DOOR TYPE LABEL MATERIAL 3' -0" 3' -0" 3' -0" 3' -0" 10' -0" 4' -0" 4' -0" 4' -0" 4' -0" 10' -0" 4' -0" 4' -0" (2) 3' -0" (2) 3' -0" 3 (2) 4'-0" B (2) 6' -2" (2) 3' -0" (2) 4'-0" (2) 3' -0" 4' -0" 4' -0" 4' -0" 7' -0" 7' -0" 7' -0" 7' -0" 10' - 0" 7' -0" 7' -0" 7' -0" 7' -0" 10' - 0" 7' -0" 7' -0" 7' -0" 7' -0" 7' -0" V 8' U" 8' -0" 8' -0" 8' -0" 7' -0" 7' -0" 7' -0" TO" D1 C C A C C C A C C E E E E E C C C NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE "NOME v NONE NONE NONE NONE NONE NONE NONE DOOR SCHEDULE STEEL STEEL WOOD WOOD STEEL WOOD WOOD WOOD STEEL WOOD STEEL STEEL STEEL STEEL "ST'EL STEEL STEEL STEEL STEEL WOOD WOOD WOOD MATERIAL FRAME DET. # SHT. # STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL f vSTEYEL v STEEL STEEL STEEL STEEL STEEL STEEL STEEL 12 12 12 12 17 12 12 12 12 17 12 12 12 12 12 V 12 12 12 12 12 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 V A601 12 12 A6.01 A6.01 A6.01 A6.01 A6.01 A6.01 33 33 33A 30 14 14 14 EXTERIOR, NO GLASS STEEL GATE EXTERIOR, NO GLASS HARDWARE GROUP REMARKS 20 MIN RATED DOOR. REFER TO SPECS FOR DOOR HARDWARE. 20 MIN RATED DOOR. REFER TO SPECS FOR DOOR HARDWARE. REFER TO SPECS FOR DOOR HARDWARE. REFER TO SPECS FOR DOOR HARDWARE. 10' X 10' ROLL UPS METAL FRAME OPENING FOR SOIC PVC STRIP DOOR PROVIDE GASKET FOR CLEAN ROOM APPLICATION REFER TO SPECS FOR DOOR HARDWARE. PROVIDE GASKET FOR CLEAN ROOM APPLICATION 10' X 10' ROLL UPS REFER TO SPECS FOR DOOR HARDWARE. 20 MIN RATED DOOR. REFER TO SPECS FOR DOOR HARDWARE. REFER TO SPECS FOR DOOR HARDWARE. REFER TO SPECS FOR DOOR HARDWARE. REPLACE DOOR IN EXTR CMU WALL, OPP. HAND EXTERIOR, NO GLASS, WITH LOUVERS INTERIOR, WITH LOUVERS INTERIOR INTERIOR INTERIOR 0806 1105 NOTE: CORRIDORS SHALL HAVE INTERIOR DOOR OPENINGS PROTECTED BY TIGHT - FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES RATED 20 MINUTES. DOORS SHALL BE MAINTAINED SELF - CLOSING OR BE AUTOMATIC CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 713.2. DOORS SHALL BE GASKETED TO PROVIDE A SMOKE AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND TOP 1 1- 0 w STOREFRONT FLIPPER AREA #2 WIDTH SCALE: 6" = 1' -0" RELITE / WINDOW TYPES SCALE: 1/4" = 1' -0" 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES 2" 1/4" LONG MTL. "HUGGERS" AT 10 DEGREES 5" 1- _ w WIDTH STOREFRONT HARDCOATING CORNER GUARD PROFILE 1- w SLIDING PASS -THRU HARDCOATING WIDTH TEMPERED GLASS CC EVI8WE p FOR AP COMPLIANCE MAR 12 2009 I City of T' BUILDING p 7la D IVISION t69&O RECEIVED NOV 21 2000 PERMIT CENTEF TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 A 1 PERMIT / BID RUSSELL H. HAZZARD, ARCHITECT DATE 10.07.08 11.19.08 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL COMMENT RESPONSE 95- 0740 -05 PM: SAM MORRIS DRAWN: HO OCTOBER 30, 2008 SCHEDULES AND DETAILS A6.01 SCALE: 1" = 1" VARIES A.F.F. SECTION E ; ) SCALE: 1/4" =1-0" 14' -0" TOP OF (E) GROUND -FACE BLOCK 10' -0" TOP OF (E) WINDOW (E) PAINTED MTL SUNSHADE (E) 3' -0" W x 4' -0" H WINDOW 6' -0" TOP OF (E) SPLIT -FACE BLOCK (E) SPLIT -FACE CMU WITH INTEGRAL COLOR s FINISH FLOOR = 0' -0" SCALE: 1/2" = 1' -0" iJ (A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS `C ;0 O 0 o00 0 o 0 0 `U, o 0 0 000 0 00o o oO oO c0 o `bo`r 000000 00� INTERNATIONAL ACCESSIBILITY SYMBOL 0 00 O•o o0o o•o oOoo oonon.Ro 0� o`bo 000 0000000 0 0 o OR 0 000 00 00 00 000 0.0000< 047o jO oOo oO o � �ooOoo0oo0000000o o0 oOoo( 01000008 -0104 (E) R -19 BATT INSULATION • (E) WALL SECTION @ LAB WINDOW 0504 SCALE: NOT TO SCALE 14' -0" TOP OF (E) GROUND -FACE BLOCK (E) CEILING (E) PILASTER BEYOND (E) SPLIT -FACE CMU WITH INTEGRAL COLOR s FINISH FLOOR = 0' -0" 1 SIGNAGE AT INTERIOR DOOR SCALE: 1/2" = 1' -0" `U.0,;;UoU,o V • 0 o00 oOo o00 0•. 000 o o O O ` oO o• 0 000 000 00, i 234 .. DOOR SWING PATH ocoor%oco00 oc 000ocooco o doo0oco or pc00`0.°0.e0.99 `oo`b000 Oo oz o oOp o oOo oOo o ooO? oOo oOo do? oOo 000 oOo oC (E) WALL SECTION @ LAB PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST CD ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. (E) R -19 BATT INSULATION 0504 LETTERS AND NUMBERS SHALL BE RAISED 1/32 ", UPPER CASE, SANS SERIF TYPE AND SHALL BE A CCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" NOTE: PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR LETTERING RAISED 1/32 ", TYP. ...... •. • •• — CORRESPONDING GRADE II BRAILLE LITERARY BRAILLE STANDARD DIMENSIONS: DOT DIAMETER 0.059 INCHES INTER -DOT SPACING 0.090 INCHES HORIZONTAL SEPARATION BETWEEN CELLS 0.241 INCHES VERTICAL SEPARATION BETWEEN CELLS 0.395 INCHES NOTE: TACTILE SIGNAGE TO BE INSTALLED AT ALL EXIT DOORS, AND ALL ROOMS /SPACES WITH PERMANENT SIGNAGE r� ANTI - REFLECTIVE COATING LAB 101 FLIPPER AREA #2 102 HARD COATING 103 (E) STRUCTURAL COLUMN TYP INNIONSI FLIPPER AREA #1 104 TYP (E) METAL ROOF DECK (E) INSULATION UNDERSIDE OF DECK ACOUSTICAL CEILING TILE TYP 4 40 11_9" A.F.F TYP VARIES A.F.F. A.F.F. (E) R -19 BATT INSULATION — (E) BOTTOM OF METAL DECK CEILING JOIST BRACE TO STRUCTURE TOP TRACK - 25GA. 5/8" TYPE "X" GYP BD EACH SIDE RAMSET PINS @ 24" O.C. 3/4" LONG X 162 DIA. (I.C.B.O.3348) COVED RUBBER BASE METAL BRACING © 48" O.C. ALTERNATE OPPOSITE SIDES nnnnnennnnnn nnnnnnnnnnnnnnnnnnnnnnn CAULKING / ACOUSTICAL SEALANT 3 -5/8 ", 25 GA. METAL STUDS, 16" O.C. MAX (I.C.B.O. 2274) ACOUS. BATT INSULATION TYP /, SUSPENDED TEE GRID CEILING <O INTERIOR WALL PARTITION 2O, SCALE 1 1/2" = 1' -0" REVIEWS FOR FF R CODE COMPLIANCE APPROVED MAR 12 2009 City of Tukwila BUILDING DIVISION mnnntonnnnnnnnnnnnnnnno nnnnnnnnnnnn A TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT / BID SET RUSSELL H. HAZZARD, ARCHITECT F :E' SI -REL' ITECT 8079 RUSSELL d { 'rill '; . int) STATE OF WASH/ TQI © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL 95- 0740 -05 PM: SAM MORRIS DRAWN: HO 10.07.2008 SECTIONS AND D E T A I L C V E OCT a 2 PERMIT CENTER A7.01 (E) ELEC / PHONE 210 S.F. 1 / 300 EXIT SIGN WITH EMERGENCY BATTERY POWER 90 MINUTES MIN (1) 3' DOOR (E) OFFICE 198 S.F. 1 / 100 EXIT SIGN WITH EMERGENCY BATTERY POWER 90 MINUTES MIN (E) OFFICE 194 S.F. 1/100 275 S.F. (E) BREAK ROOM 724 S.F. 1 / 15 49 SMOCK -UP ROOM (E) LOCKER ROOM VESTIBULE 2,482 S.F. 1 / 100 25 (E) PATIO 630 S.F. 1/15 (E) MEMBER SERVICES (E) MAINTENANCE 712 S.F. 1 /100 8 (E) JANITOR (E) MECHANICAL 266 S.F. 1 / 300 (1) 3' DOOR 152' MAX EXIT DISTANCE 88 OCC. (1) 3' DOOR 163' MAX EXIT DISTANCE 112 OCC 0 • �ELEC PANEL ELEC TRANS ■ • (E) OFFICE 198 S.F. 1 / 100 are 1 s = = - 0 IN MI ♦ r(E)ELEC L PANEL w C r 1 . 04 0 TYP V - - - - - IN - • ■ • (E) RISERS FIRE SPRINKLER 96' -0" - - - - - MU - - - - - - I- = - - NM - - - M IN= - - - IN - - - - - - - - - - - - - - - - - - - NI i1 1 1 95' -6" FLIPPER AREA #1 (E) WAREHOUSE 2,066 S.F. 1 / 500 5 O 0 —KNOX BOX LOCATE AS DIRECTED 4(2) 3' DOORS 4 1 = 1 0 1 1 NI 1 1 1 1 1 41, 1 1 1 1 1 CO (91 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 * Ii MI MN MB MI 11111=■ IIIII ME MI ▪ NM MI MEN 11111110 M =M INI M III = MI MI W 116' MAX EXIT DISTANCE 144 OCC. SCALE: 1/8" = 1' -0" (E) OFFICE MANAGER 160 S.F. 1 / 100 2 - - IN - - - - - - - - - - - - - - - - IN (E) MEN'S R.R 391 S.F. 1 / 100 4 (E) WOMEN'S R.R. 391 S.F. 1 / 100 4 • (E) OFFICE 128S.F. 1/100 2 (E) OFFICE 150 S.F. 1 / 100 2 EGRESS PLAN • • - --- --- --- ------ FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.O.I.C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: ONE MIN. RATING 2A: 10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • ■ • • 0 133' -2" - ----------------- ----------- -- ------------ - =® -I (E) PRODUCTION LAB 20,976 S.F. 1 / 100 210 • • ■ ■ 0 163' MAX EXIT DISTANCE 75 OCC. 1 NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. KEY ( #) DOOR SIZE LOCATION AREA EXIT SIGN (E) PRODUCTION LAB I �-- 20,976 S.F. 1 / 100 210 (A) OCCUPANT LOAD FACTOR (SQ. FT. PER OCCUPANT) OCCUPANT LOAD EGRESS SUMMARY OCCUPANT LOAD ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED) 1,354 SF / 15 = 91 OCCUPANTS LOCKER ROOM 275 SF / 50 = 6 OFFICE (B) 2,998 SF / 100 = 30 INDUSTRIAL (F -1) 27,734 SF / 100 = 280 ACCESSORY STORAGE, MECHANICAL EQUIPMENT 476 SF / 300 = 2 WAREHOUSE (F -2) 2,066 SF / 500 = 5 TOTAL OCCUPANTS: 414 EGRESS WIDTH PER PERSON: REQUIRED EGRESS WIDTH (IN INCHES): ACTUAL EGRESS WIDTH (IN INCHES): (3) 36" DOORS AT 33" NET = 99 (1) 72" DOORS AT 69" NET = 69 TOTAL PROVIDED = 168 PROVIDED > REQUIRED BUILDING STATISTICS FLOOR AREA: ASSEMBLY WITHOUT FIXED SEATS (UNCONCENTRATED) 1,354 SF LOCKER ROOM 275 SF OFFICE (B) 2,998 SF INDUSTRIAL (F -1) 27,734 SF ACCESSORY STORAGE, MECHANICAL EQPT 476 SF WAREHOUSE (F -2) 2,066 SF TOTAL = 34,903 SF NUMBER OF STORIES: 1 MAX BUILDING HEIGHT (ABOVE FLOOR) 22' -0" YES NO AUTOMATIC FIRE SPRINKLER SYSTEM: [ X ] [ ] FIRE ALARM SYSTEM: CORREC] ]C,)N 0.15 62.1 [X [ FIEVI8WED FOR CODE COMPLIANC E APPRO MAR 12 2009 City of Tukwila BUILDING DIVLCIr1A,1 CODE ANALYSIS APPLICABLE BUILDING CODE: 2006 IBC, W/ WASHINGTON AMENDMENTS OCCUPANCY CLASSIFICATION: NON- SEPARATED USES - GROUP 'F -1' (FACTORY INDUSTRIAL) NO OCCUPANCY SEPARATIONS REQUIRED ALLOWABLE FLOOR AREA: UNLIMITED AREA PER 507 - APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT AND ENTIRELY SURROUNDED & ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET BUILDING HEIGHT AND NUMBER OF STORIES: ALLOWABLE: 40 FEET -1 STORY ACTUAL: 22 FEET -1 STORY TYPE OF CONSTRUCTION : TYPE VB, FULLY SPRINKLERED TABLE 601 FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 bOBLI (p0 RECEIVED NOV 21 2008 PERMIT CENTER COSMO TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com MulvannyG2.com 1 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 PERMIT / BID RUSSELL H. HAZZARD, ARCHITECT DATE 10.07.08 11.19.08 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PLAN CHECK SUBMITTAL COMMENT RESPONSE 95- 0740 -05 PM: SAM MORRIS DRAWN: 10.07.2008 EGRESS PLAN CODE DATA G1.O1 A.R.C. LAB EQUIPMENT LIST ITEM No. QUANTITY ITEM DESCRIPTION MANUFACTURER MODEL NUMBER 1200 -DLF SUPPLY /INSTALL S.O.I.C. /S.U.B.O. REMARKS 80A MCOP ®400V /3P COATER HARDWIRE AFTER DISCONNECT, 35A/480V/3P COOLER 60A DISCONNECT & FLC 1 4 BOX COATER W/ WATER THERMO co SATISLOH 2 6 OVEN DESPATCH INDUSTRIES LBB2 -27 -1 AY S.O.I.C. /S.U.B.O. 240V/1P 21.4A, 4.8 KW HARDWIRE (3.63 KW @ 208V/1P) DISCONNECT & FLC O 9 FLIPPER /FINISHING TABLE MOUNT © 11' -0" A.F.F. W/ AIRCRAFT CABLES. PROVIDE ENERGY SAVING BALLASTS. ALL PARTS S.O.I.C. /S.U.B.O. - * LITHONIA OR DUAL -LITE SURELITE LHQMSW1 -N- 120/277 W /SELF POWERED BATTERY PACK FLOW BOOTH WORKSTATION PURE AIRE CORPORATION 720B30 S.O.I.C. /S.U.B.O. 120V/1P/15A PROVIDE DISCONNECT, DROP CORD, PLUG, & RECEPTACLE ® COATER SCL INTERNATIONAL CD2K6 -5 S.O.I.C. /S.U.B.O. 480V/3P 30KW. HARDWIRE CONTROL Q 2 COATER SCL INTERNATIONAL CD2K6 -00 S.O.I.C. /S.U.B.O. 480V/3P 30KW. HARDWIRE DISCONNECT. NO CONTROLLER ® 56 TRANSFORMER FOR COATER SCL INTERNATIONAL 14 ' & EF S.O.I.C. /S.U.B.O. _ 08 1 HARDCOAT REDO MACHINE CREST GROUP COMPANY M4518 -A -01 S.O.I.C. /S.U.B.O. 208V/3P 36.6A 45 MCOP 8A 1 ELECTRICAL BOX CREST GROUP COMPANY S.O.I.C. /S.U.B.O. ® 1 DIP CLIP STRIP MACHINE CREST GROUP COMPANY M4519 - -A -01 S.O.I.C. /S.U.B.O. S.O.I.C. /S.U.B.O. 208V/3P/39.3A 60 MCOP e 1 ELECTRICAL BOX CREST GROUP COMPANY Q' :J 2 LASER CODER MARKEM COMPANY 110 -1 S.O.I.C. /S.U.B.O. 120V/1 P /5A 11 1 P -205 MARKEM COMPANY M4517 -A -01 S.O.I.C. /S.U.B.O. 208V/3P 66A 90 MCOP 11 1 ELECTRICAL BOX CREST GROUP COMPANY S.O.I.C. /S.U.B.O. 12 1 BEAD BLASTER KELCO CH- 48 -48 -C S.O.I.C. /S.U.B.O. 208V/3P, 600W LIGHTS, 1.5HP FAN 13 1 WATER TANK SOUTH COAST WATER SCWRMI 550 S.O.I.C. /S.U.B.O. 14 2 PE DEIONIZER SOUTH COAST WATER 1 P11 S.O.I.C. /S.U.B.O. 15 1 DISTRIBUTION SKID SOUTH COAST WATER SCW10 /60DSK S.O.I.C. /S.U.B.O. 230V/3P/20A, 120V/1P/20A 1 6 2 REVERSE OSMOSIS UNIT SOUTH COAST WATER SCW4KHPRO S.O.I.C. /S.U.B.O. 120V/1 P 20A 7 3 EYE WASH STATION IMO P1 , S.O.I.C. /S.U.B.O. I TYP. 18 3 STAGE TRAY S.O.I.C. /S.U.B.O. 19 2 CLIPPER S.O.I.C. /S.U.B.O. U 20 2 DVI S.O.I.C. /S.U.B.O. 21 4 CHILLERS DIMPLEX THERMAL 1500AC S.O.I.C. /S.U.B.O. 460V/3P 44.0 FLA, 65A MCOP 0 1 CONTROL PANEL CLW SYSTEM INC NITW.E233886 S.O.I.C. /S.U.B.O. CREST ULTRASONICS NOTE: S.U.B.O. - START UP BY OTHERS (CONTRACTORS TO MAKE FINAL CONNECTIONS, BIJT NOT ENERGIZE SYSTEMS) LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECT MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT' REMARKS PROVED NERI AVINTIMP O OO R THONIA O METALUX 2SPG332Al2.125- MVOLT-- SSB -LP (TWO BALLASTS) 3 -32W T8 RECESS 93 AND ELECTRONIC BALLASTS. PROVIDE EARTHQUAKE CLIPS. O LITHONIA OR METALUX LB332- MVOLT- GEB101S (TWO BALLASTS) 3 -32W T8 PENDANT 93 MOUNT © 11' -0" A.F.F. W/ AIRCRAFT CABLES. PROVIDE ENERGY SAVING BALLASTS. ALL PARTS SUPPLIES WITH FIXTURES. E.C. ASSEMBLE AND HANG. - * LITHONIA OR DUAL -LITE SURELITE LHQMSW1 -N- 120/277 W /SELF POWERED BATTERY PACK LED 2-- -12 W HAL UNIVERSAL 30 EXIT SHALL BE WHITE WITH GREEN LETTERS AND TWO HALOGEN HEADS. MOUNT ABOVE DOOR. EL PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND (1) LAMP OPERATION. PROVIDE '100% FULL OUTPUT rrvruL— LOC / 4 EF7 VE', Dm WPi- ••• /10 4 41# 10 !M 1 fir iii r . I i N • zi P1-• t /16 56 14 ' & EF _ LOC Pw1 -4 , V 1 1 -rr4" /22 1r w 2 1 0 rip' - wig I P- I PtoL58 -- -. ' — u 1 P11 1 t d — ' P� /, ( � r,. L IMO P1 , I TYP. 7 U N RIOF. WITH MC. ROl' RECE Iii a Pi-o -- TACLE ,80 #1o, 1 "C Et-2 16, 3 4 "C #2, 1"C‘ 2 ON_RO• . VERI TICSINze C ROOF RECE EF -1 VERI #2. 1"C EF -14 ON CATION WITH 5 & EF -6 ON ROOF. IFY LOCATION WITH MC. 10/30,32 P10 1 -6,48 2 Doti. " DC P10/ 2,4-4 70,72 3/4 "C CF raffel 0 TYP 2/4 H H 1/4 "C 3/ 3/4 "C H 0 TYP. 1: :3 1 NEW PANEL P10 NEW TRANSFORMER T4 NEW PANEL H2 TYP. 8 9 ROOF. TIO WITH MC. II L 10 TION #2T # #V NEW TRANSFORMER T5 i NEW PANEL H3 7) OPTICAL -- POWN,R PLAN SCALE: 1/8" = 1' -0" F -1 & EF- ON ROOF. VERIFY LOC�'( ION WITH MC. Ca TYP 27 #10 - 1 - I r #10 -_`U TY 14 :16 X 14 C6' PLA\ 0 0 0 O L1/10,12® THRU LCC -1 #10 : 29 29 NOTES: #1 0 q = 29 C SCALE: 1/8" = 1' -0" OPTICAL — LIGHTING PLAN REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. E.C. MAKE ALL FINAL CONNECTIONS TO OWNER SUPPLIED EQUIPMENT. VERIFY REQUIREMENTS WITH EQUIPMENT IN FIELD. E.C. TO REMOVE AND RELOCATE EXISTING FLUORESCENT LIGHT FIXTURES TO NEW LOCATION AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. REPULL WIRES AS REQUIRED. CLEAN LENS & REPLACE LAMPS. E.0 TO REMOVE EXISTING FLUORESCENT LIGHT FIXTURE. EXTEND EXISTING FEEDER FOR CONTINUITY. PROVIDE NEW WIRES AS REQUIRED. REUSE EXISTING CIRCUITS IN EXISTING PANEL L1. REVISE WIRING IN LCC -1. SEE SCHEDULE ON SHEET E -4. L1/14,16© THRU LCC -1 #1 0 29 29 29 * PROVIDE SELF DIAGNOSTIC TESTING SYSTEM. ET IEC 1 , 2 29 29 29 29 29 29 L1/290 THRU LCC -1 F?ICAL DEMOLITION NOTES C f/ Cd` ELECTRICAL CONTRACTOR SHALL REFER TO THE OWNER'S AGENT DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. Li FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. RELOCATE /REROUTE EXISTING ELECTRICAL DEVICES, FEEDERS THAT ARE NOT AFFECTED BY THE REMODEL AS REQUIRED. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. ALL REMODEL WORK SHALL. BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. E.C. TO PROVIDE GROUND CONDUCTOR, SIZED PER NEC FOR ALL FEEDERS AS REQUIRED BY LOCAL CODE, ii 1 - h C- I= - F= Cf L L= L 0 DI #8,1 tI [f) $ $ $P 1 J Li 1 L--- (-1 T L -J C _ L I r L I r -. -1 El 11 •1EGFICND FLOURESCENT LIGHT FIXTURE NEW OCCUPANCY SENSOR /SWITCH LEVITON ODS15 -ID ENCLOSED BREAKER L.7.71 [7:7:7.1 r= El' OPTICAL — EXISTING LIGHTING PLAN SCALE: 1/16" = 1' -0" (U DUPLEX RECEPTACLE +18" MIN. OR AS NOTED EDP CABLE. SEE SPECIFICATIONS. FLEXIBLE CONDUIT CONNECTION AS REQUIRED MECHANICAL UNIT r V WE OR COM P PRpVE NCE d R1 22009 n f Tukwila G DIVISjmI FIXTURE TYPE EQUIPMENT TYPE WALL MOUNTED FIXTURE COMBINATION EXIT /EGRESS FIXTURE WITH BATTERY PACK EGRESS /EMERGENCY FIXTURE W/ BATTERY PACK H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAME' SINGLE POLE SWITCH, +48" SUB- LEITER INDICATES FIXTURE CONTROLLED, -+-48" SINGLE POLE SWITCH WITH PILOT LIGHT, +48" c ISOLATED GROUND DUPLEX RECEPTACLE +18" MIN. OR AS NOTED d JUNCTION BOX, SIZE AND TYPE PER CODE FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER (:) MOTOR CONNECTION AS REQUIRED Ntr TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES AND CONDUIT OTHER THAN #12,1 /2 "C C -- METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR WP WEATHER PROOF C.O. CONDUIT ONLY - + -48" INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER LINE ABOVE FINISH FLOOR GFI GROUND FAULT CIRCUIT INTERRUPTER EXISTING RECEIVED NOV 21 2088 PERMIT CENTEF z 0 11 to o a N. st 0 : rn D 0 1 co 1 • z ,0 U w Cr mom 'It LC) CO F.T. 24 3/4" (6 ") F.T. 77 1/16" 1 SILL ANCHOR BRACKET 77" (6' -5 ") 37 1/8" x 56 7/8" HEADER PANEL F.T. 29 5/16" V) 3 9/16" 29 1/4" 3" 88" REMOVABLE WALL SECTION 88 "W x 89 "H 9' -6" TALL CHASE WALL W /FRAMED CUTOUT 18 1/4 "W x 12 1/4 "H ( 6" A.F.F. F.T. 35" 3, 173 14' „ WIRING STUD 0 56 1/8" 37 1/8" x 56 7/8" HEADER PANEL SILL ANCHOR BRACKET WALL ELEVATION TUBE DOOR FRAME 6070 DOOR SECTION 1 FRAMED I CUTOUT 24 1/4"W x 24 1/4" ® 36" .F.F. SECURE 14 GA. TUBES TO LEG OF STUDS & H -STUDS W/ #12 -14x1 1/4" TEK 3 SCREWS ® 24" O.C. (BOTH SIDES) 8 REMOVABLE WALL SECTION 88 "W x 89 "H L CHASE WALL 2 F.T. 34" 17" / 17" // „ H -STUD ® 76" 88" FRAMED OPENING 88 "W x 89 "H —CHASE WALL 3 6070 DOOR FRAMING / F.T. 30" 15" 15" / WIRING STUD 0 144" ` -- STEEL TUBE 3 "x2 "x14 GA. 0 77 1/4" STEEL TUBE 3 "x2 "x14 GA. ® 84 7/8" FRAMED OPENING 88 "W x 89 "H 47" FLOOR PLA\ 91' -8 1/2" 8" 851" (70'-11") F.T. 851 1/8" HOLD CENTERLINE DIMENSIONS OF STUDS AS SHOWN ON PRINT TO ELIMINATE ANY GROWTH OR SHRINKAGE TO THE REQUIRED WALL LENGTH 1023 1/2" (85' -3 1/2") 3" —CHASE WALL 2 F.T. 35" 17" 171" „ G 3 „ 3 „ S.P. � 1" 11 35" 47" STRUCTURAL NOTES: 88" FRAMED OPENING 88 "W x 89 "H 171„ 171„ , // / —CHASE WALL 2 F.T. 35" 11 FRAMED CUTOUT 30 1/4 "W x 24 1/4 "H 6" A.F.F. (TYP 11 PLACES) S.P. 47" 8" FRAMED OPENING 88 "W x 89 "H 9'-6" TALL CHASE WALL W /FRAMED CUTOUT 18 1/4 "W x 12 1/4 "H 16" A.F.F. " F.T. 35" 72" 172" CO —CHASE WALL 1 „ - J 3" 10) SPECIAL INSPECTIONS ARE TO BE PER CHAPTER 17 OF THE 2006 IBC & PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING DEPARTMENT AND THE ARCHITECT PRIOR TO STARTING CONSTRUCTION. INSPECTIONS ARE REQUIRED FOR CONCRETE ANCHORS AND STRUCTURAL BOLTS. ANY DEFICIENCIES ARE TO BE CORRECTED IMMEDIATELY AND REINSPECTED. 35 3/4" 1) SP INDICATES THE LOCATION OF A SHEAR PANEL. 2) ALL TUBE STEEL TO BE ASTM A500 GRADE "C" 3) ALL BEAMS TO BE A572. ALL ANGLES, PLATES & THREADED RODS TO BE ASTM A36. 4) ALL BOLTS TO BE A325. 5) ALL SHEAR PANEL ANCHOR BOLTS TO BE MINIMUM 1/2 "0 EXPANSION ANCHORS (HILTI ICBO 4627 APPROVED) W/3 1/2" MIN. EMBEDMENT. 6) THE END USER IS RESPONSIBLE TO PROVIDE ADEQUATE FOUNDATIONS TO SUPPORT THE COLUMNS & STUD LOADS SHOWN ON THE PLAN. 7) ALL WELDING TO CONFIRM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE — STEEL, ANSI /AWS D1.1 -96" 8) LOCATION: TUKWILA, WA 9) MAXIMUM STUD REACTION = 3,310 POUNDS (SERVICE LOAD — NON FACTORED) 8" FRAMED OPENING 88 "W x 89 "H „ 172 1/2 (USE CM F.T. 9 13/16" 42" 35 1/2" r 26 1 /4" S.P. 48 3/16" 34" 8' -0 1/2" F.T. 99 13/16" 48" GENERAL NOTES: F.T. 132 5/16" 48" S.P. 11'-0" 0 (14' -4 1/2 ") ON THIS WALL) 49 3/4" 175 3/4" (14' -7 3/4 ") 56 7/8" 4070D 4070DG 56 7`8' 49 3/4" 50 1/4" S.P. F.T. 23" 19 " 1' -11" 221 6 1„ 1 EARTHQUAKE DESIGN DATA: A. Ss = 1.6, 51 = 0.55 B. SDS = 1.07, SD 1 = 0.55 C. SEISMIC USE GROUP: 1 D. SEISMIC IMPORTANCE FACTOR, le = 1.0 E. SITE CLASS: D F. SITE COEFFICIENTS: Fa =1.0 Fv =1.5 G. SEISMIC DESIGN CATEGORY: D H. BEARING WALL SYSTEM W/ SHEAR PANELS R =6.5, OMEGA =2.5, Cd =2 J. SEISMIC BASE SHEAR = 3.11 KIPS 1) EXPOSED COLUMNS, DOORS & FRAMES, WINDOW FRAMES AND EXTRUSIONS ARE PAINTED WHITE. WALL PANELS ARE WHITE. VINYL BASE TO BE GRAY. 2) ALL GLASS IS 1/4" CLEAR TEMPERED. 3) REFER TO QUOTE FOR ADDITIONAL MATERIAL SUPPLIED. 4) DOORS ARE SUPPLIED W /PARKER #953ALX611AL CLOSERS, PARKER #SL7160A26DKD LEVER HANDLE LOCKSETS AND WEATHER STRIPPING. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Pk Gas Piping City of Tukwila BUILDING DIVISION 1 (V 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 may include additional plan review fees. t t CV R OO F.T. 26 5/16" FILE COPY Permit No. 12 ' & Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions Is acknowledged: By Date: 6 CITY OF 1UNI,,`A MP ')' Z009 PERMIT CE City Of 1Ukwila BUILDING DIVISION E,11SIONNi PIA m- CORRECTION .LT / 16) ter REVIEWED FOR CODE COMPLIANCE APPF1 V D JUN 1 0 2009 City of t k Gila BUILDING' DIVISION 1 w a O 0 U O O CL 0. CO FINISH: INT: WHITE EXT: WHITE DRAWN BY: CD SCALE: 1/4" _ SHEET NO. rn CO M V O 0. a . 0 1- CO W CC CD U CHECKED BY: SWC 0 0 0 0 0 o O O CV N CV d d i d L ) O O O O O O M CV rn 0 CO 10F 6 w OMNIFLEX 300+ F &S PANEL HEIGHT: 12' -0" ORDER NO. 29 -45149 w 0 V W LL E o c a c 0 4a L 0 � 3 ..c > ,p rn 0 O. . cv a) 0 0 0 G'7 McGINNIS Sc ASSOCIATES CONSULTING ENGINEERS 1110 WESTMARK DRIVE ST. LOUIS. MISSOURI 63131 314 - 469 -6460 /16997 PANEL CONSTRUCTION: INT: 1/2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 J O z 9/16 "0 HOLE 1/2" 0 HILTI ICBO 4627 ANCHOR (BY OTHERS) W/3 1/2" MIN. EMBEDMENT Pr) ri ro , d 0 0 0 0 0 0 D U 0 U Cl O ce 0 U O W UJ w LLI O a 0 O F m DRAWN BY: CD CHECKED BY: SWC SCALE: 1/4" = 1' 1- CO w w 0 0 0 w LL Go x LC) W 0 O CC O O W Lt- 2 1 CV CO CV WIRING STUD 0 58" HEADER PANEL 25 5/16" x 59 3/8" TYP. OF 2 PANELS STEEL TUBE 3 "x2 "x14 GA. 0 84 5/8" 1 ON EACH SIDE OF FRAME WIRING STUD 0 144" B 2/ SILL ANCHOR BRACKET SECTION • TYPICAL WALL SECTION ALUMINUM CORNICE M SELF - SUPPORTED WALLS 4070 DOOR DETAIL DOOR FRAME PER WINDOW PANEL ALUMINUM WINDOW FRAME / CL. TEMPERED GLASS LOWER WINDOW PANEL 3" VINYL BASE STEEL FLOOR TRACK SECURE 14 GA. TUBES TO LEG OF STUDS & H -STUDS W/ 1112 -14x1 1/4" TEK 3 SCREWS 0 18" O.C. (BOTH SIDES) w tV INTERIOR WALLS ALUMINU ORNICE MOLD W/O ANGLE • ALUMINUM CORNICE MOLD W /ANGLE `1 / VINYL BASE C TYPICAL WALL SECTION WALL PANEL 12' -0" EXTERIOR CHASE WALLS STEEL FLOOR TRACK #10- 16x3/4" TEK 3 SCREW FLOOR TRACK 3" WIDE STEEL TUBE 3 "x3 "x3/16" CLIP ANGLE 0 2 1/2" LG. 2 PIECE CORNER POST 1/4 "- 20x7/8" SCREWS 0 24" O.C. VINYL CORNER TRIM 20 GA. STEEL STUD #10- 16x3/4" HWH TEK 2 SCREWS 0 12" O.C. PANEL CORNICE MOLD CORNER POST DETAIL FLOOR TRACK 3" WIDE STEEL TUBE #12 24 x 1 1/4" SCREWS (2) ER LEG CLIP ANGLE DETAIL PANEL 'VINYL BASE #10- 1C:3/4" TEK 3 SCREW (INTERIOR OF WALL) PANEL AT STEEL STUD DETAIL T CV ALUMINUM WINDOW FRAME 20 GA. STEEL STUD #10- 16x3/4" HWH TEK 2 SCREWS 0 12" O.C. PANEL 0 WINDOW AT STEEL STUD DETAIL IKUL STARTER TO BE CUT DOWN 1 1/2" AT CORNICE MOLD WHEN USED AT "T" INTERECTION WITH PORTA- FAB WALL. FLOOR TRACK WALL STARTER CONNECTION OPEN 24 1/4" 30 1/4" STUD i ISERTS © 23 3/ WALL ELEVATION WALL CHANNEL ** ELEVATION VIEW D/2 DOES NOT INCLUDE CHASE WALL ** 4" TEK 3 SCREW F WALL) SECURE WALL STARTER TO COLUMN W/ #12 -24x1 1/4" TEK 5 SCREWS 0 12" O.C. 4" A b0B-Jibo v N DOOR FRAME DOOR C 20 GA. STEEL STUD #10 16x3/4" HWH TEK 2 SCREWS 0 12" O.C. 3 "x3 "x3/16" COLUMN 0) 00 DOOR AT STEEL STUD DETAIL 1/4" x 3" x 4 1/2" BASEPLATE WALL STARTER AT COLUMN DETAIL FIELD NOTCH WALL STARTER & PANEL AROUND BASEPLATE 41 7/8" x 51 7/8" HEADER PANEL t ?, °1 7 T. tt 51 7/8" WALL STARTERS CORNICE MOLL 0 F 3 "x3 "x3/16" T.S. fADEF 3 "x3 "x3/16" COLUMN @ 1 88" WALL ELEVATION C`► MAY ER RECEIVED CITY OF TUKVVILA PLAY 2 13 2009 PErimiT c;EN }: ECEiVEU O TUB' ILA 1 2009 TER 41 7/8" x 51 7/8" HEADER PANEL [ —a IE VIE w DE C PL)ANC JUN 1 0 2009 i BUILDING IVISION WALL STARTERS VINYL BASE 51 7/8" WIRING STUDS 44 88" FINISH: INT: WHITE EXT: WHITE SHEET NO. t �. o L • L`' c o 13 0 L 'v 00 r? 3 E' 3 4 0 0 ivicGINNIS & ASSOCIATES CONSULTING ENGINEERS 1110 WESIMARK DRIVE ST. LOUIS, IA SSOURI 83131 314 - 469 -8480 /18897 OMNIFLEX 300+ F &S PANEL HEIGHT: 12' PANEL CONSTRUCTION: INT: 1/2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM 20F DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 ORDER NO. 29 -45149 rn` rn CI CV Cs1 •* LC) 0 0 C-O O () LL JD W 0 V) cr LLI uJU a.Q UJ Q�- U� 0 0 L.L =w J 0 Ln Li -w71.2 ■ w 1 1 J ,,. PANEL LLJ Z d 20 GA. SHEET s ' STEEL UNDER c r , VINYL GYPSUM 1. v 88" F ; N n 100 - 100 5/8 ") Li -w71.2 / 41 7/8" x 51 7/8" HEADER M / 41 7/8" x 51 7/8" HEADER 1 ' IL- ,,. PANEL Li -w71.2 / 41 7/8" x 51 7/8" HEADER M / 41 7/8" x 51 7/8" HEADER 1 ' PANEL ,,. PANEL \ 1 1 41 7/8" x 88" REMOVABLE PANEL r 41 7/8" x 88" REMOVABLE 50 88" PANEL 88 N n 100 1/2" (F.T. 100 5/8 ") N Li -w71.2 11 1 1, 1 \ 1 1 • r 50 1/4" 50 1/4" / / 100 1/2" (F.T. 100 5/8 ") J 3 34" 1 50 1/4" 8 - #12 -14x1 1/4" HWH TEK 3 SCREWS 1/8" STEEL STRAP 2 - 1/2" 0 EXPANSION ANCHOR W /MIN. 3 1/2" EMBEDMENT (ICC ESR 1917) Aft N #12 -14x1 1/4" HWH TEK 3 SCREWS © 12" O.C. (ALL AROUND SHEAR PANEL) - _ J I HOLD DOWN BRACKET VINYL BASE OMITTED FOR CLARITY WIRING STUD 0 0 0 7 " TYPICAL SOLID SHEAR PANEL SHEAR PANEL SECTION * ALL FLOOR ANCHORS BY OTHERS OPEN WALL ELEVATION 1/8 V FLOOR TRACK 1 /— T s ic W 30 1/4" M co 1 CNI STUD INS WALL CHANNEL SHEAR PANEL HOLD DOWN BRACKET 3 "x3 "x1/4" ANGLE RTS I§ 23 3/4" 20 GA. SHEET STEEL UNDER VINYL GYPSUM TYPICAL WINDOW SHEAR PANEL VINYL BASE OMITTED FOR CLARITY 20 GAGEx2 "x12" STRAP EA. SIDE OF SPLICE W/ #12 TEK SCREWS CORNICE MOLD W /OUT ANGLE #12 -14x1 1/4" HWH TEK 3 SCREWS @ 12" O.C. (ALL AROUND SHEAR PANEL) J I HOLD DOWN BRACKET 12 7/8 F.P. (TYP 10 PLACES) WIRING STUD CORNICE MOLD SPLICE ATTACH CORNICE MOLD TO STUD LEGS W/ #12 -24x1 1/4" HWH TEK 3 SCREWS (6 EA. SIDE & EA. FACE - 24 TOTAL) 12' -0" CHASE WALL WALL 1 (TYPICAL 1 PLACE) 2 - 1/2" 0 EXPANSION ANCHOR W /MIN. 3 1/2" EMBEDMENT (ICC ESR 1917) CHASE WALL DETAILS 8 - #12 -14x1 1/4" HWH TEK 3 SCREWS H SHEAR PANEL SECTION * ALL FLOOR ANCHORS BY OTHERS 10 7/8 F.P. 3 "x3" COLUMN © 144" WALL STARTERS © 88" 88" CLEAR OPENING 26 1/4" F.T. 26 5/16" FRAMED CUTOUT 18 1/4 "W x 12 1/4 "H ® 6" AFF 9' -6" CHASE WALLS TYPICAL OF 2 WALL PANEL SHEAR PANEL BRACKET -FLOOR TRACK WALL SECTION ATTACH WALL STARTERS TO TUBE STEEL W /+12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. u7 1 21 7/8 F.P. WIRING STUDS ® 88" 12' -0" CHASE WALL WALL 2 (TYPICAL 3 PLACES) 12' -0" CHASE WALL WALL 3 (TYPICAL 1 PLACE) ", 11 / / 1 11 , r / 50 1/4" 43 3/4" 94" (F.T. 94 1 /8 ") 84 1/4" (F.T. 84 3/8 ") / WALL STARTERS ® 144" 51 7/8" WALL STARTERS WALL ELEVATION /REMOVABLE PANELS 0 PANELS TO BE INDIVIDUALLY LIFTED INTO PUCE WALL SECTION ING STUDS ATTACH CORNICE MOW TO TUBE STEEL W/ #12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. WALL STARTER CORNER POST WALL STARTER © CORNER POST ATTACH WALL STARTER TO CORNER POST W/ #10- 16x3/4" TEK 3 SCREWS 0 24" O.C. (RING STUDS WALL STARTERS CORNICE MOLD W/0 ANGLE ® 88" 3 "x3" T.S. @ 88" - CORNICE MOLD W/0 ANGLE © 88" ANGLE FLOOR TRACK © 88" i:i t g 1)084 4.1e0 03 REMOVABLE SECTION OPENING ATTACH WALL STARTERS & CORNICE MOLD TO TUBE STEEL W/ #12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. (BOTH SIDES) * REMOVE PANELS, CORNICE MOLD AND WALL STARTERS TO ACHIEVE 10' x 8' OPENING L REVIE w1,1E0 FOR DE COMPLIANCE JUN 10 2009 3 "x3 "x3/16" CLIP ANGLE 0 2 1/2" LG. flN - 3 "x3 "x3/16" T.S. © 88 CORNICE MOLD 0 88" 88" STEEL TUBE 3" WIDE CORNICE MOLD CORNICE MOLD @ 88" CORNICE MOLD CLIP ANGLE DETAIL FIELD NOTCH CORNICE MOLD & WALL STARTER AS REQ'D STUD POST WALL STARTER T.S. WALL STARTER © WIRING STUD DETAIL ATTACH WALL STARTER TO WIRING STUD W/ #10- 16x3 /4" TEK 3 SCREWS 0 24" O.C. WALL STARTER 3 "x3 "x3 /16" COLUMN 0 144" STEEL TUBE 3" WIDE 24 x 1 1/4" SCREWS 'ER LEG 3t1271 d'7A '33 / ORTAL 0 5d c1`ARL A WALL STARTER © WIRING STUD i p A cTN,L,,,, n ATTACH WALL STARTER TO WIRING STUD W / #10- 16x3 /4" TEK 3 SCREWS 0 24' 0.6.1111 'C U L LAP) PERMI ENTER W 0 0 U N 0) 0 rn 0 0 1-- CO CC ce w 0 o � O W N IY McGINNIS & ASSOCIATES CONSULTING ENGINEERS 1110 WESTMARK DRIVE ST. LOUIS, MISSOURI 63131 314 - 469 -6460 rn 0 03 OMNIFLEX 300+ F &S PANEL HEIGHT: 12' FINISH: INT: WHITE EXT: WHITE PANEL CONSTRUCTION: INT: 1 /2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM DRAWN BY: CD CHECKED BY: SWC SCALE: 1/4" = ORDER NO. 29 -45149 SHEET NO. rn 0 0 U rn 0 0 00 r\ M In N M 0 0 00 30F 6 rn CO CD 0 W 6) E 3 0 0 rn 0 0 0 J W Li /16997 DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 U Z Z D O Z 0 0 UU (3 o \0 z z = W E O �bJ a Lj TO Z o a¢ N JO W p0 =w .J O 2 (1) L,J v) 2 0 D 0 rn 0 0 -w71.2 J 3 8 - #12 -14x1 1/4" HWH TEK 3 SCREWS 1/8" STEEL STRAP 2 - 1/2" 0 EXPANSION ANCHOR W /MIN. 3 1/2" EMBEDMENT (ICC ESR 1917) Aft N #12 -14x1 1/4" HWH TEK 3 SCREWS © 12" O.C. (ALL AROUND SHEAR PANEL) - _ J I HOLD DOWN BRACKET VINYL BASE OMITTED FOR CLARITY WIRING STUD 0 0 0 7 " TYPICAL SOLID SHEAR PANEL SHEAR PANEL SECTION * ALL FLOOR ANCHORS BY OTHERS OPEN WALL ELEVATION 1/8 V FLOOR TRACK 1 /— T s ic W 30 1/4" M co 1 CNI STUD INS WALL CHANNEL SHEAR PANEL HOLD DOWN BRACKET 3 "x3 "x1/4" ANGLE RTS I§ 23 3/4" 20 GA. SHEET STEEL UNDER VINYL GYPSUM TYPICAL WINDOW SHEAR PANEL VINYL BASE OMITTED FOR CLARITY 20 GAGEx2 "x12" STRAP EA. SIDE OF SPLICE W/ #12 TEK SCREWS CORNICE MOLD W /OUT ANGLE #12 -14x1 1/4" HWH TEK 3 SCREWS @ 12" O.C. (ALL AROUND SHEAR PANEL) J I HOLD DOWN BRACKET 12 7/8 F.P. (TYP 10 PLACES) WIRING STUD CORNICE MOLD SPLICE ATTACH CORNICE MOLD TO STUD LEGS W/ #12 -24x1 1/4" HWH TEK 3 SCREWS (6 EA. SIDE & EA. FACE - 24 TOTAL) 12' -0" CHASE WALL WALL 1 (TYPICAL 1 PLACE) 2 - 1/2" 0 EXPANSION ANCHOR W /MIN. 3 1/2" EMBEDMENT (ICC ESR 1917) CHASE WALL DETAILS 8 - #12 -14x1 1/4" HWH TEK 3 SCREWS H SHEAR PANEL SECTION * ALL FLOOR ANCHORS BY OTHERS 10 7/8 F.P. 3 "x3" COLUMN © 144" WALL STARTERS © 88" 88" CLEAR OPENING 26 1/4" F.T. 26 5/16" FRAMED CUTOUT 18 1/4 "W x 12 1/4 "H ® 6" AFF 9' -6" CHASE WALLS TYPICAL OF 2 WALL PANEL SHEAR PANEL BRACKET -FLOOR TRACK WALL SECTION ATTACH WALL STARTERS TO TUBE STEEL W /+12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. u7 1 21 7/8 F.P. WIRING STUDS ® 88" 12' -0" CHASE WALL WALL 2 (TYPICAL 3 PLACES) 12' -0" CHASE WALL WALL 3 (TYPICAL 1 PLACE) 34" 1 50 1/4" / WALL STARTERS ® 144" 51 7/8" WALL STARTERS WALL ELEVATION /REMOVABLE PANELS 0 PANELS TO BE INDIVIDUALLY LIFTED INTO PUCE WALL SECTION ING STUDS ATTACH CORNICE MOW TO TUBE STEEL W/ #12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. WALL STARTER CORNER POST WALL STARTER © CORNER POST ATTACH WALL STARTER TO CORNER POST W/ #10- 16x3/4" TEK 3 SCREWS 0 24" O.C. (RING STUDS WALL STARTERS CORNICE MOLD W/0 ANGLE ® 88" 3 "x3" T.S. @ 88" - CORNICE MOLD W/0 ANGLE © 88" ANGLE FLOOR TRACK © 88" i:i t g 1)084 4.1e0 03 REMOVABLE SECTION OPENING ATTACH WALL STARTERS & CORNICE MOLD TO TUBE STEEL W/ #12 -14x1 1/4" TEK 3 SCREWS 0 24" O.C. (BOTH SIDES) * REMOVE PANELS, CORNICE MOLD AND WALL STARTERS TO ACHIEVE 10' x 8' OPENING L REVIE w1,1E0 FOR DE COMPLIANCE JUN 10 2009 3 "x3 "x3/16" CLIP ANGLE 0 2 1/2" LG. flN - 3 "x3 "x3/16" T.S. © 88 CORNICE MOLD 0 88" 88" STEEL TUBE 3" WIDE CORNICE MOLD CORNICE MOLD @ 88" CORNICE MOLD CLIP ANGLE DETAIL FIELD NOTCH CORNICE MOLD & WALL STARTER AS REQ'D STUD POST WALL STARTER T.S. WALL STARTER © WIRING STUD DETAIL ATTACH WALL STARTER TO WIRING STUD W/ #10- 16x3 /4" TEK 3 SCREWS 0 24" O.C. WALL STARTER 3 "x3 "x3 /16" COLUMN 0 144" STEEL TUBE 3" WIDE 24 x 1 1/4" SCREWS 'ER LEG 3t1271 d'7A '33 / ORTAL 0 5d c1`ARL A WALL STARTER © WIRING STUD i p A cTN,L,,,, n ATTACH WALL STARTER TO WIRING STUD W / #10- 16x3 /4" TEK 3 SCREWS 0 24' 0.6.1111 'C U L LAP) PERMI ENTER W 0 0 U N 0) 0 rn 0 0 1-- CO CC ce w 0 o � O W N IY McGINNIS & ASSOCIATES CONSULTING ENGINEERS 1110 WESTMARK DRIVE ST. LOUIS, MISSOURI 63131 314 - 469 -6460 rn 0 03 OMNIFLEX 300+ F &S PANEL HEIGHT: 12' FINISH: INT: WHITE EXT: WHITE PANEL CONSTRUCTION: INT: 1 /2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM DRAWN BY: CD CHECKED BY: SWC SCALE: 1/4" = ORDER NO. 29 -45149 SHEET NO. rn 0 0 U rn 0 0 00 r\ M In N M 0 0 00 30F 6 rn CO CD 0 W 6) E 3 0 0 rn 0 0 0 J W Li /16997 DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 U Z Z D O Z 0 0 UU (3 o \0 z z = W E O �bJ a Lj TO Z o a¢ N JO W p0 =w .J O 2 (1) L,J v) 2 0 D 0 rn 0 0 N x N D D 0 x` ^ Y D D 0 r m /2" 0 2 "x2 "x1 D m m 01 01 N 0 0 N z m CD ND m N 0 CO co CD m n m r CO CO Cr) 2 3/4" 18" m CD (1) 18" P.O. 09 -012 3 "x3 "x l 16" 0 136 w CO CO (0 w CO w cn N VERNICK & ASSOCIATES COSTCO - TUKWILA CO PORTAFAB CORPORATION 18080 CHESTERFIELD AIRPORT ROAD, CHESTERFIELD, MO 63005 email: engineering ®portafab.com (800) 325 -3781 These documents were developed by PORTA —FAB Corporation. The contents of these documents are the property of PORTA —FAB corporation. They are not to be copied or otherwise used without the express written permission of PORTA —FAB Corporation. REV. A B C D E F G DESCRIPTION REVISED O.A. FLOOR PLAN /RESUBMIT FOR APPROVAL /CD APPROVED AS NOTED /RELEASE FOR PRODUCTION /CD REVISED LAYOUT /ADDED 25 #PSF LOAD BEARING /RESUBMIT FOR APPROVAL /CD REVISED STEEL BEAM LAYOUT /ADDED 52 "x89" FRAMED OPENING /RESUBMIT FOR APPROVAL /CD REVISED 4070 DOOR SWING /DELETED (1) 4070 DOOR /RESUBMIT FOR MAKE CHANGES, RELEASE FOR CALCS / SWC RELEASE FOR PRODUCTION / DM DATE 03/09/09 03/17/09 0 04/01/09 04/06/09 04/20/09 04/24/0 1 7/8" 36 0 7J 36 1/2" 36 1/4" OVER AP 12" 24" 1 7/8" 10 COVERS CO 35 3/4" = 357 1/2 OVERLAP 24" 12" CO CO CO w CA N CO CO (C CA 11 N ' N c) 9 " 39 1/8" F.T. 62 1/4" v CO 7 v CO rn v CO rn 49 3/4" F.T. 63 5/8" 56 7/8" 48" 406 1/2" (33' -10 1/2 ") 8 1/2" 73 3/8" 80 1/2" C CO 7 7 3/4" 48" S.P. F.T. 157 5/8" 48" 50 1/4" S.P. _ S.P. N v CO v co rn SUPPLIER MAKES NO REPRESENTATION THAT THE BUILDING OR COMPONENT DEPICTED HEREIN COMPLIES WITH APPLICABLE CODE OR ORDINANCES; PURCHASER SHOULD VERIFY COMPL WITH S U CH W C OD E S AND ORDINANCES. 05/21/09 8 7 6 4 3 2 1 FIELD NOTCH COVERS AROUND BEAM PLATE WALL STUD LEGEND: J _ FASTEN BEAM TO CORNICE MOLD W / #10 -16x1 1/2" TEK 3 SCREWS 441111111100ligiNh. 3/4" BEAM PLATE 40,000 % ( _ : ) RECESSED BEAM DETAIL 5 2x4 FAN FILTER MODULE 115 VAC 3 TUBE LIGHT FIXTURE CD LIGHTING INC. CGE- 24- 3- 32- UNV- EB -12PA CE LI \G GRID LAYOUT (MATERIALS BY VERNICK) SECURE DECK THRU ANGLE INTO CORNICE MOLD W/ #12 -24x1 1/4" TEK 5 SCREWS 0 12" O.C. LOAD BEARING ANGLE ON END WALL (SHOWN NOTCHED) CORNICE MOLD W /ANGLE 0 5 B LOAD BEARING ANGLE DETAIL DUST COVER WIRING STUD LEG DUST COVER SUPPORT ANGLE (AT PORTA - - -FAB WALL) CORNICE MOLD 2 "x2 "x14 GA. ANGLE 3 1/2" 6 1/2" • Pr Al f IRMO UST COVER "0 BE NOTCHED IN FIELD AT PLATE 1/2 3/8" WIDE FLANGE BEAM RECESSED BEAM SECTION d r, 1/2" 14" 130" CLEAR REVIEWED FOR CODE COMPLIANCE AP ROVED JUN 10 2009 City of Tukwila BALDING DIVJ IMI c148F aitA N 2 8 2009 PERMIT CEO w O Cl.. U V) W Q DRAWN BY: CD SCALE: 1/4" = rn 0 C.0 N M CO FINISH: INT: WHITE EXT: WHITE U CHECKED BY: SWC SHEET NO. U (1) O U 0) 0 ■ 0 0 1-- CO O L.11 CC CD W 0 0 O W O a M 1 L) N M 0 O 00 O 0 0 O OMNIFLEX 300+ F &S PANEL HEIGHT: 12' 50F 6 rn 0 ca CD d' O 0 CO 0 V) CC 0 0 0 O 0 0 O U Z N CC O O O W N W ORDER NO. 29 -45149 3 N U U CC 2 W J W CC w CD tD t F- r c L` 3 2 o o o� vim'° N 0 00.0 = C O ._ O 0 U O QOQ x 00 o ) a 4)w • N O 0 Q) ° 0 o " ' 0 N ( T) E +' ) 0 . 0 0 O N ID • NV•� N g) 3 C + � ' N to � � V1 O 0 .- 00 a 00 X 0 0 o 0 V O I— 0 McGINNIS & ASSOCIATES CONSULTING ENGINEERS 1110 WESTMARK DRIVE ST. LOUIS. MISSOURI 63131 314 - 469 -6460 /16997 N 0) O 0 PANEL CONSTRUCTION: INT: 1/2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM 0 O O O 0 2 W Cp C7 DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 vi W U z z D O D D O c�U N W LU aQ UJ UM Q L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L 8 7 6 4 3 2 1 FIELD NOTCH COVERS AROUND BEAM PLATE WALL STUD LEGEND: J _ FASTEN BEAM TO CORNICE MOLD W / #10 -16x1 1/2" TEK 3 SCREWS 441111111100ligiNh. 3/4" BEAM PLATE 40,000 % ( _ : ) RECESSED BEAM DETAIL 5 2x4 FAN FILTER MODULE 115 VAC 3 TUBE LIGHT FIXTURE CD LIGHTING INC. CGE- 24- 3- 32- UNV- EB -12PA CE LI \G GRID LAYOUT (MATERIALS BY VERNICK) SECURE DECK THRU ANGLE INTO CORNICE MOLD W/ #12 -24x1 1/4" TEK 5 SCREWS 0 12" O.C. LOAD BEARING ANGLE ON END WALL (SHOWN NOTCHED) CORNICE MOLD W /ANGLE 0 5 B LOAD BEARING ANGLE DETAIL DUST COVER WIRING STUD LEG DUST COVER SUPPORT ANGLE (AT PORTA - - -FAB WALL) CORNICE MOLD 2 "x2 "x14 GA. ANGLE 3 1/2" 6 1/2" • Pr Al f IRMO UST COVER "0 BE NOTCHED IN FIELD AT PLATE 1/2 3/8" WIDE FLANGE BEAM RECESSED BEAM SECTION d r, 1/2" 14" 130" CLEAR REVIEWED FOR CODE COMPLIANCE AP ROVED JUN 10 2009 City of Tukwila BALDING DIVJ IMI c148F aitA N 2 8 2009 PERMIT CEO w O Cl.. U V) W Q DRAWN BY: CD SCALE: 1/4" = rn 0 C.0 N M CO FINISH: INT: WHITE EXT: WHITE U CHECKED BY: SWC SHEET NO. U (1) O U 0) 0 ■ 0 0 1-- CO O L.11 CC CD W 0 0 O W O a M 1 L) N M 0 O 00 O 0 0 O OMNIFLEX 300+ F &S PANEL HEIGHT: 12' 50F 6 rn 0 ca CD d' O 0 CO 0 V) CC 0 0 0 O 0 0 O U Z N CC O O O W N W ORDER NO. 29 -45149 3 N U U CC 2 W J W CC w CD tD t F- r c L` 3 2 o o o� vim'° N 0 00.0 = C O ._ O 0 U O QOQ x 00 o ) a 4)w • N O 0 Q) ° 0 o " ' 0 N ( T) E +' ) 0 . 0 0 O N ID • NV•� N g) 3 C + � ' N to � � V1 O 0 .- 00 a 00 X 0 0 o 0 V O I— 0 McGINNIS & ASSOCIATES CONSULTING ENGINEERS 1110 WESTMARK DRIVE ST. LOUIS. MISSOURI 63131 314 - 469 -6460 /16997 N 0) O 0 PANEL CONSTRUCTION: INT: 1/2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM 0 O O O 0 2 W Cp C7 DATE: 02/24/2009 SHIP DATE: 5/15/2009 REVISED: 05/21/2009 vi W U z z D O D D O c�U N W LU aQ UJ UM Q McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 1 OF 30 CALC. BY: DWM DATE: 4/21/2009 PF 29 -45149 Costco Unit Geometry: Overall Width: Overall Length: Story Heights: 24,4 :ht x44 r.A4ic1 B := 1023.5•in L := 406.5•ir� h := 12.1 (Slab to deck) ILL := 25•ps1 Dust Cover Gravity Loads: MMAINIM (Uniform Weight of Panels) Project Location: Tukwila, WA Building Code: 2006 International Building Code Seismic Parameters: Fa = 1, Fv= 1.5,Ss = 1.6,S1 = 0.55 Stud Type: Omniflex 300+ a McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469-6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 14 OF 30 CALC. BY: DWM DATE: 4/21/2009 Omniflex 300 Stud Calculations Element Numbers 0.785_ 2.176 McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 7 OF 30 CALC. BY: DWM DATE: 4/21/2009 Recessed Beam Connection R Ib r := r = 551.37 - bplat in arm := 2.5•in M := r•arm R = 3.31 kip 5.75.in A:- R A= 6.34 kip 3.in (weld tweld•0.7071.0.3•Fu in M = 1378.44 in CONSIDER WELD OF BEAM TO PLATE F := 60•ksi fb = 14.7 ksi Since fb = 14.7 ksi < 0.75•F = 27 ksi OK Iweld = 1.99 in mat := A36 • 5/8" tK r 1 P{6 4 ff 1E Novo in nun IT nuT PWlTE WlA1 11.11Siral i� /! //lfl JTflsy f RFCFSED REAM Since ( weld = 1.99 in < b = 4 in. OK Pro vide 3/8" weld all around McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 10 OF 30 CALC. BY: DWM DATE: 4/21/2009 SHEAR PANEL DESIGN HOLD OU►M EiRACKET i12 -14 x 1 1/4 HIM 1[Ir 3 SCREWS 0 1F 4.z ALL ARGUHD SHEAR PANEL, TYPICAL SOLID SHEAR PANEL Shear Panel Analysis Sheet steel conforms to ASTM A653 CS Type B Fy 30•ksi F := 55•ksi Screws are #12 -14 x 1 - 1/4" HWH TEK 3 Determine allowable shear load based on the following criteria: (Reference: AISI Specification for the Design of Cold- Formed Steel Structural Members) McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 469 -6460 Fax: (314) 469 -0319 JOB: Costco PF29 -45149 NO. 16997 SHEET NO. 9 OF 30 CALC. BY: DWM DATE: 4/21/2009 DUST COVER DIAPHRAGM Diaphragm Width: Diaphragm Length: Equivalent lateral load: Strut Reactions: R ;- Maximum Shear in diaphragm: Maximum moment in diaphragm: Chord Forces (T = C): Roof deck: Fastener layout: Support fasteners: Sidelap fasteners: Number of sidelap fasteners per span: Deck span: Diaphragm deflection: Diaphragm and Fasteners Design Strength: K1 := 0.306 K2 := 870 DB := 2209 Ib w= 36.5 IR = 15551b I Mmax = 33157 lb ft Tchord = 979 lb Deck := "1.5B22 Deck" Layout := "36/4" Fasteners := " #12 TEK Screws" Fastenerssidelap " #10 TEK Screws" nsidelap 1 deck_span := 8•ft For 1.5B22 Deck w/ 8 ft. span & #12 TEK Screws support fasteners w/ 36/4 pattern & 1 - #10 TEK Screws sidelap fastener /span: G 3.78 + Adiaphragm = 0.106 ill 0.3•D6 deck_span•ft 1 + 3•K1•deck_span•ft RE 7/ IE'a►yE CODE COMPLIANCE APPROVED JUN 10 2009 CITY VK LA MAY .2'8 2009 PERMIT CENTER C C.) FINISH: INT: WHITE EXT: WHITE DRAWN BY: CD CHECKED HY: SWC SCALE: 1/4" ORDER NO. McGINNIS & ASSOCIATES «> ratio 1110 wesnutRK EIHK Sr. LOWS, AISSOUIN 041.1 314- 469 -4440 OMNIFLEX 300+ F &S PANEL FIEIGHI: 12' PANEL CONSTRUCTION: INT: 1/2" VINYL GYPSUM 2" POLYSTYRENE EXT: 1/2" VINYL GYPSUM SHIP DAIS: 5/15/2009 DATE: 02/24/2009 REVISED: 05/21 /2009 A7.01 A7.01 A7.01 3 ' -0" 1' -2" / / A7.01 14' -0" SMOCK UP ROOM 1 105 14 r 19 20� 8' -10" PREFABRICATED WALL PANELS NO ALL WALLS AT THE THE SHADED AREA ARE PREFABRICATED, SEE DRAWINGS BY PORTAFAB CORPORATION FOR ADDITIONAL INFORMATI , PREFABRICATED WALL PANELS Y PREFABRICATED WALL PANELS V •TIBUL PREFABRICATED WALL PANELS 10' -2" 14' -5" ANTI - REFLECTIVE COATING LAB 1011 PREFABRICATED WALL PANELS PREFABRICATED WALL PANELS 0 C.G. C G. C' CG SCALE: 1/4" = 1' -0" 13' -4" ENLARGED PLAN ALIGN PREFABRICATED WALL PANELS c) 12' -0" C.G 25' -8" FLIPPER AREA #1 1 104 1 39' -5" C.G 13' -9" 6' -0" 3' -4" C.G. 0 N NOTE: MODULAR CLEAN ROOM, SEE MODULAR DRAWINGS. REVIEWED FOR CODE COMPLIANCE APPROVE JUN 1 0 2009 City of Tukwila Q ,DINt DMVI.,i (jf t ALIGN CITY O�TIJKNALA MAY 1.1 2009 PERMIT CENTER Rk'JISION N0._l__ Pn'Lltse0 TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 CONSTRUCTION SET 7 RUSSELL H. HAZZARD, ARCHITECT DATE 03.13.09 04.23.09 05.08.09 DESCRIPTION ISSUE FOR CONSTRUCTION OWNER REVISION © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. OWNER /JURISDICTION REVISIONS 95- 0740 -05 PM: SAM MORRIS DRAWN: HO OCTOBER 30, 2008 ENLARGED PLAN A5.01 (E) R -19 BATT INSULATION — (E) BOTTOM OF METAL DECK mnnnnnnnnnnnnnnnnnnnnnn lnnnnnnnnnnnn A6.01 12' -0" A.F.F TYP CONNECTION PE STRUCTURAL CEILING JOIST BRACE TO JOIST (SIZE PER STRUCTURAL) METAL BRACING @ ROOF JOIST, ALTERNATE OPPOSITE SIDES IVI y J i i i I I 1 11 Id LLIIIILh1 LILL1L[ 1 LIrIllilt1J∎1 ■11 CAULKING 1 ACOUSTICAL SEALANT TOP TRACK - 25GA. (o 3 -5/8 ", 25 GA. METAL STUDS, 16" O.C. MAX (I.C.B.O. 2274) 5/8" TYPE "X" GYP BD EACH SIDE ACOUS. BATT INSULATION TYP RAMSET PINS @ 24" O.C. 3/4" LONG X 162 DIA. (I.C.B.O. 3348) COVED RUBBER BASE INTERIOR WALL PARTITION SCALE: 1 1/2" = 1' -0" 14' -0" TOP OF (E) GROUND -FACE BLOCK 10' -0" TOP OF (E) WINDOW (E) PAINTED MTL SUNSHADE (E) 3' -0" W x 4' -0" H WINDOW 6' -0" TOP OF (E) SPLIT -FACE BLOCK (E) SPLIT -FACE CMU WITH INTEGRAL COLOR FINISH FLOOR = 0' -0" 16, SCALE: 1/2" = 1' -0" Uo Uo Uo Uo 00 ` 0 00 000 000 000 0 00 000 `bo bo J 00 0 00 a o q7 0 000 SUSPENDED TEE GRID CEILING 0000Oo odo o0o 000 o Do 00; oOo o00 oOo o0o 000 o000< oe O00 o0o 0000000 R0 0<g 000 0o0 o0o aoa 0Oo o< (E) R -19 BATT INSULATION (E) WALL SECTION @ LAB WINDOW 0504 INTERNATIONAL n ACCESSIBILITY SYMBOL SCALE: 1" = 1" 14' -0" TOP OF (E) GROUND -FACE BLOCK • VARIES A.F.F. O SECTION SCALE: 1/4" = 1' -0" (E) CEILING (E) PILASTER BEYOND (E) SPLIT -FACE CMU WITH INTEGRAL COLOR FINISH FLOOR = 0' -0" SCALE: 1/2" = 1' -0" (A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS ANTI - REFLECTIVE COATING LAB �o Vo 0x0 oOOooOoo `bo 0 o �0 0 0 0000000 00� o 0i? o�o�C 101 0 * 0 ooa oO 0�0 oO o0, 000 00 0 00 000 000 (E) WALL SECTION @ LAB Jo ooa o0o o00 o0o oI000o o0o o< 3o� `00 0 L70 0 oO 0 < a o oo x00000000000 o0. 0 o< 01000008 -0104 (E) R -19 BATT INSULATION FLIPPER AREA #2 102 3� SCALE: NOT TO SCALE NOTE: MODULAR CLEAN ROOM, SEE MODULAR DRAWINGS. 16' -0" A.F.F TYP SIGNAGE AT INTERIOR DOOR ciph 12' -0" A.F.F , T.O.S. TYP clik 10' -10" B.O.S. TYP 9' -0" A.F.F TYP c Q SECTION i SCALE: 3/8" = 1' -0" (E) 8" CMU (E) A.C.T Q SECTION 0504 1 U SCALE: 1/8" = 1' -0" HARD COATING 103 (E) ROOF DECK n ,--■ n r-t SHEATHING FASTENED OVER INSULATION RIGID INSULATION METAL DECK BEAM PER STRUCTURAL ACOUSTICAL CEILING TILE M.C.R. WALL 234 .. 1 DOOR SWING PATH FAN - POWERED HEPA FILTER MODULE COLUMN SLOPE: 1/4" PER FOOT (E) STRUCTURAL COLUMN TYP r r -. nfl PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. L: ti CO 0 TYP LETTERS AND NUMBERS SHALL BE RAISED 1/32 ", UPPER CASE, SANS SERIF TYPE AND SHALL BE A CCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" NOTE: PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR LETTERING RAISED 1/32 ", TYP. FLIPPER AREA #1 104 ...... .t • .. — CORRESPONDING GRADE II BRAILLE LITERARY BRAILLE STANDARD DIMENSIONS: DOT DIAMETER 0.059 INCHES INTER -DOT SPACING 0.090 INCHES HORIZONTAL SEPARATION BETWEEN CELLS 0.241 INCHES VERTICAL SEPARATION BETWEEN CELLS 0.395 INCHES NOTE: TACTILE SIGNAGE TO BE INSTALLED AT ALL EXIT DOORS, AND ALL ROOMS /SPACES WITH PERMANENT SIGNAGE (E) COL. (E) METAL ROOF DECK (E) INSULATION UNDERSIDE OF DECK ACOUSTICAL CEILING TILE TYP SCALE: 1/2" = 1' -0" 16' -0" A.F.F. A.F.F . A.F.F. SLOPE: 1/4" PER FOOT (MATCH EXIST.) MECHANICAL SCREEN NOTE: VERIFY & COORDINATE CLEARANCE AROUND UNIT WITH MECH EVIEW DECO APP JIM 1 o mg City of Tukwila ILO / DIVI ION STEEL FRAMING TO MATCH EXISTING - VERIFY UNIT HEIGHT TO CONCEAL TYP. MATCH EXISTING SECTION @ SCREEN NOTE: NOTCH /CUT BOTTOM FLANGE AS REQUIRED @ INTERMEDIATES & CORNERS MITER CORNER WELD & GRIND SMOOTH, PAINT TO MATCH EXISTING SEAL ROOF PENETRATION WATER -TIGHT - MATCH EXISTING MODULAR CLEAN ROOM REV1 F� 't F 4 s S 4 N I DOPi (00 CITRECEIVED TILA MAY 1 1 2009 PERMIT CENTER TUKWILA OPTICAL ARC LAB REMODEL 441 COSTCO DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 CONSTRUCTION SET RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DESCRIPTION ISSUE FOR CONSTRUCTION OWNER /JURISDICTION REVISIONS MECH RESUBMITTAL - MODULAR 95- 0740 -05 PM: SAM MORRIS DRAWN: HO OCTOBER 30, 2008 SECTIONS AND DETAILS A7.01