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Permit D08-463 - ALFRED ANGELO BRIDAL - TENANT IMPROVEMENT
ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PY QUITE 136 D08 -463 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -463 Occupant /Tenant: ALFRED ANGELO BRIDAL Building Address: 17250 SOUTHCENTER PY, SUITE NO. 136 Parcel No.: 2623049117 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RETAIL SALES Occupancy Group /Division: M Type of Construction: V -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 108 W ttig jil' 2.-2-- 0 BUI G OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Tenant: Name: ALFRED ANGELO BRIDAL Address: 17250 SOUTHCENTER PY SUITE 136 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 Cityilf Tukwila 0 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 Contact Person: Name: TOM SPADER Address: 10230 NE POINTS DR #300 , KIRKLAND WA 989033 Phone: 425 -827 -2100 DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALL INTERIOR WALLS AND FINISHES, TWO NEW RESTROOMS AND DISPLAY FIXTURES Value of Construction: $200,000.00 Fees Collected: $3,288.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -463 Issue Date: 11/03/2008 Permit Expires On: 05/02/2009 Expiration Date: 08/23/2010 doc: IBC -10/06 D08 -463 Printed: 11 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 60 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 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does not pre construction or ths- aerformance of w mpk I Print Name: Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Public: Non - Profit: N Public: D08 -463 11/03/2008 05/02/2009 Date: ti I Oq ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit. Signature. l /.1� Date:J/% S 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. doc: IBC -10/06 D08 -463 Printed: 11 -03 -2008 Parcel No.: 2623049117 Address: Suite No: Tenant: 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 17250 SOUTHCENTER PY TUKW ALFRED ANGELO BRIDAL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -463 ISSUED 10/15/2008 11/03/2008 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: 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. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: 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. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D08 -463 Printed: 11 -03 -2008 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 0 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 16: 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 of 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: Cond -10/06 D08 -463 Printed: 11 -03 -2008 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 28: 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) 29: 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) 30: 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) 31: 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. (IF'C 1006.1, 1006.2, 1006.3) 32: 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) 33: 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) 34: 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) 35: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: 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) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this doc: Cond -10/06 008 -463 Printed: 11 -03 -2008 doc: Cond -10/06 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 project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 43: 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. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** 008 -463 Printed: 11 -03 -2008 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. Signatu Print Name: Date// % / 3 doc: Cond -10/06 D08 -463 ordinances governing or local laws regulating Printed: 11 -03 -2008 Company Name: Mailing Address: Company Name: Mailing Address: T. B . Y, CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.W(1.11S Name: TOr6 S for / F/fifl li1` 7 /4 GGi ;rlcs Mailing Address: /023o ,vg ea) 4 13 R.. I`3e7 E -Mail Address: - pa deg C? 4ha a al . C e .41. Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Ffer h Ci f" t # Arai c. f S. Mailing Address: 10 23D NE PO3 ,i fs Pf . # 300 Contact Person: 'TO 'in Spot d E -Mail Address: �� Ie( f? �'/'iO4fril'1 . lOrn Contact Person: E -Mail Address: Q \Applications \Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 Ish Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Go 6- .. t (o Public Works Permit N Project No. For office use only) 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 ** 0-9193 SITE LOCATION King Co Assessor's Tax No.:26Z .Y " ! —" 1 2...-- Site Address: 72- SO 5 ors Aq 1 c0.41 s' fk/ I W y Suite Number: 13C. Tenant Name: Al rift( 4)'l o4 5! 1,4( I New Tenant: Yes Property Owners Name: W ti - /+7 is LLL - SS Mailing Address: Y $ II /31* r ► SE B v u.e City Fax Number: 14/4 State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: L/ZS' n 7 -71 00 Kit kit( n -.l I.df fe City State Zip 12-i- Fax Number: 82 g" 6 8 r.7 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be et stamped by Architect of Record O' KIM anse (4 ?o3 State Zip City Day Telephone: 17C- 52 7 'Y2 528 -66 ggy ust be wet st amped by Engine ENGINEER OF RECORD - All plans State Floor: ..No ?So0,6 Zip Zip Zip City Day Telephone: Fax Number: Page 1 of 6 ikook BUILDING PERMIT INFORMATION' — 206-431 -3670 Will there be new rack storage? ER Yes Valuation of Project (contractor's bid price): $ 200, 0019 Existing Building Valuation: $ 1 7.5 ,vt d Scope of Work (please provide detailed information): T n s 1 it f 'i'fl // 419/ W 4 ; 4 A tow, +we. /vex,✓ !GSfio 5 G,n.f Its f l xc.f/es ❑.. No If yes, a separate permit and plan submittal will be required. rovide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers P Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. o.\Applications\Forms- Applications On Line \3 -2006 - Permit Application. doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor ii(pl 6 (/ u 101 / 0 V g M 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck ikook BUILDING PERMIT INFORMATION' — 206-431 -3670 Will there be new rack storage? ER Yes Valuation of Project (contractor's bid price): $ 200, 0019 Existing Building Valuation: $ 1 7.5 ,vt d Scope of Work (please provide detailed information): T n s 1 it f 'i'fl // 419/ W 4 ; 4 A tow, +we. /vex,✓ !GSfio 5 G,n.f Its f l xc.f/es ❑.. No If yes, a separate permit and plan submittal will be required. rovide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers P Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. o.\Applications\Forms- Applications On Line \3 -2006 - Permit Application. doc Revised: 9 -2006 bh Page 2 of 6 Date Application Accepted: [ Date Application Expires: ('� � - 0 7 Staff Initials: l — his application PERMIT APPLICATION NOTES — Applicable to all permits in 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. 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). 1 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: A Print Name: p a,/ / F-t he 7 Mailing Address: 102 32) f f Pr Q \ApplicationsWorms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh f 1V Arai/ Day Telephone: 0 3oa Cit Date: 10 O Y ?S' 8a 7 -Z/ et) re033 State Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: R08 -03790 JEM 1165 KAI -UWE PLAMBECK City of Tukwila TRANSACTION LIST: Type Method Descriptio Payment Check 2399 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 2623049117 17250 SOUTHCENTER PY TUICW ALFRED ANGELO BRIDAL ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 11/19/2008 11:11 AM Balance: $0.00 Current Pmts 60.00 D08 -463 ISSUED 10/15/2008 11/03/2008 9753 11/19 9707 TOTAL 60.00 doc: Receiot -06 Printed: 11 -19 -2008 Receipt No.: R08 -03664 Initials: JEM User ID: 1165 Payee: WEFLEN, INC. ACCOUNT ITEM LIST: Description 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 RECEIPT Parcel No.: 2623049117 Permit Number: D08 -463 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 10/15/2008 Applicant: ALFRED ANGELO BRIDAL Issue Date: Payment Check 3456 1,994.50 Account Code Current Pmts 000/322.100 000/386.904 1,990.00 4.50 Total: $1,994.50 Payment Amount: $1,994.50 Payment Date: 11/03/2008 09:07 AM Balance: $0.00 doc: Receipt -06 Printed: 11 -03 -2008 Receipt No.: R08 -03521 Initials: User ID: Payee: ACCOUNT ITEM LIST: Description dnc. Racaint -OR WER 1655 FREIHEIT & HO PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 18749 1,293.50 RECEIPT Account Code Current Pmts 000/345.830 1,293.50 Total: $1,293.50 Parcel No.: 2623049117 Permit Number: D08 -463 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/15/2008 Applicant: ALFRED ANGELO BRIDAL Issue Date: Payment Amount: $1,293.50 Payment Date: 10/15/2008 11:20 AM Balance: $1,994.50 1 of Prints 1 10-15-2008 COMMENTS: of Inspection: .�, i`-/ ,i P.IS /4-.� 6) - h r 9 S u.B - re LJ.`.1 : a /1 7m) v4 , e ,JeJ s,(, t v, f :/k/92 r Al ( ■A k FII - ( r 1 � A ��/ /r 5 . lr_)/ Gl ) 1 (n /.�.)( 1/"V �f f . I c_oA J`T7., U .J - Special Instructions: / Z, " J'- Q/ --.'r f e ✓• N-' J e VI: � ' d V SI /"4 J vR- AI e-Zet rur '4'vt 1 ,, b ,,c A P_el t UJ / 0k- i J iA, c,r L LA /5/ A C_,- 6.0't 06(..r ' 1 ,^ d.-. t Sip/ r , j i l e . r S - ' 6'/' Th J/ 4--, 4, ' I,J AI S,.. a ( r �? f 6$ Prk el A ( (- / (n) 6 I u l/`' c.1 !Tx) r i h 1 ` I, r e -0O lier Pro'ect: f �j Typ e -( 0 /. ✓1, 4 6/. i, of Inspection: .�, i`-/ ,i P.IS /4-.� 6) - Address: 1 LS S c_ pitrktifri4 Date Called: t Special Instructions: / Date Wanted: , � ' d V a.m, Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspect( 0(A -4c,31V, PERMIT NO. o actions required prior to approval. ,Date: 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: Project: 1 e�,t • �i .R �r . Type of Inspection: :.I ci l Address: Date Called: Special Instructions: Y ate Wanted: �., ( Co or p.m. Requester: Phone 3Y6,-- 1` it INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: CAA (--e 4e — r' A- �--,� r se- 0 ,, - .f ,t4 77 Inspect r: 'Date: A ❑ $60.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: IDate: El Corrections required prior to approval. dvr 403 "8 COMMENTS: pAf\'64-4 A 9 ),4 v jj ff ,,� ' � 0 r) ^ L-) M S _13 /5-r ■1 h` > V- . S-,1 Pt-r'5 - Ev tr.t. &r \r) t.c'\ . 11■ . K 5 ,1 e (c_J .‘ • ), Date anted: a.m. ` N ,:. 1A--A b f 5L . N' P MP< _. .9 C.. AA 14 '.6 r—rte & 4„-� k f-,6-A-4-- k_ " A. CT 0.Ae/t ^ S . t7 Y l) . k A Project: _ Type of Inspection: \ Addre s: jj ff ,,� ' � teo ,Called: Specia Instructions: Date anted: a.m. ` Requester: Phone No _ 2.53- 386- Lfc /e INSPE NO. D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Inspector rte 11 t1132 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. n $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: 0 Prole ) . re G. r A icy (0 ��`` ` � Type of In'pecti � � Cc A v Address: / 1 �ZSO SAO hNf�, ✓ Dale Called: PC-1 Special Instructions: Date Wanted: 1 1 I i- � 0 Q 7' a.m. Requester: Phone No: �s -3 8° ' i Ir ,.k INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r4'1z. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j 1 my, t „, $ • 0. REINSPECTION FEE REOUI ' ED. Pri r to inspection, fee must be at 6300 Southcenter .1v<Suit 100. all to schedule reinspection. m11611.0. JW/S- COMMENTS: ‘r.—). A . l rpi 10.1 kv -13 Type -of- .inspection' ? lam' e-V W4-%-\ S 1a 1° : *\1 Date War /Die2, 1) d a.m.? ..." Requester: 9 Phone No:A+ ,253380 - '11 lc', Pro ect: Type -of- .inspection' Address: 11 C At I10FAli-i Date Called: Special Instructions: Date War /Die2, 1) d a.m.? ..." Requester: 9 Phone No:A+ ,253380 - '11 lc', INSPE Insp to 10 I Receip No.: NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION adet 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 AL,, Ic ,,t 'Date: El Corrections required prior to approval. n $6 ' 00 REINSPECTION FEE RE UIRED. Pri$r to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. 4- COMMENTS: J3 r7 `J `� Type of Inspection: v Address: s"4 / }/ — 3 12- /47 er /Aie -J • . Requester: Phone No: 7_ S3 ..g, \` ikk\ie--IPI< if c( 1‘1`- e ilk s SJ P/ ii..t, 1 1 . Project: ! Type of Inspection: v Address: Date Called: Special Instructions: • Date Wanted: / (, 2.1-'or p Requester: Phone No: 7_ S3 - .3k© - 1 1 (S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 i36 0 ❑ Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: L eacAbevaliaart 6a--463 Project: ti vilip Al to 40. IDAL Type of Inspection: Address: t`j2 ca..t t hcIcA1 , PI Date Called: Special Instructions: Date Wanted: 11 125 / �am p .m. Requester: Phone No: 6 / , INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION I+ (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . IjApproved per applicable codes. C . MENTS: • p D:)(91- q (,3 PERMIT NO. Corrections required prior to approval. Lfrsva- ecNt--% $6 •l .00 REINSPECTION FEE REQ id at 6300 Southcenter Blvd., 5 lip eipt No.: Date: _ o rD 1 / 7 a IRED. � to inspection, fee must be ite 100. Call to schedule reinspection. Date: COMMENT'S: p pr Type of Infection: 0 ! . LP 1 1 L .0,f tAJe -# ■e - , ( 7- o (L .arc L-A-cre v i>v Ralf l Date Wante )cl: I I 7Lii No-rc ' Li kr r\--,- ic. t x., qt t1/41 cla G rSL.. � r� ‘.r d ( j A1SDIalv Project Type of Infection: Address: ' 1 - 7 7SD � (t! / t , - Joe/ Date Called: Special Instructions: . Date Wante )cl: I I 7Lii a.m. C. Requester: Phone No: 253 - 3Pb - J lP INSPECTION RECORD Retain a copy with permit ., ^^�� v7.). P . ` / 3 INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206831 -3670 ['Approved per applicable codes. Inspect (Receipt No.: Corrections required prior to approval. Date: /44.4A41 I 0 REINSPECTION FEE R QUIRED. P¢ior to inspection, fee must be at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. IDate: Project'; i_ t - R f 6 n 1 041 Ic Type - In f v Address: `7 2 5( Sp+t -I lief 1 ' ✓ Date Called: PC Special Instructions: Date Wanted: 12.. � 3 )03 p.m. Requester: !' Phone No: - 5 3 o -Li <e INSPECTION RECORD v Retain a copy with permit DOA- INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS. In tor: Rgcei ! kix'v ∎A) lfD retie Date: $60.09'REINSPECTION FEE REQUI E Prior o inspection, fee must be ' - paid pt 6300 Southcenter Blvd., Suit 100. C l to schedule reinspection. No.: (Date: COMMENTS: p i t Type of Inspection: Address: , 1---? 2 a SdNr1 h0 l'•rJer. /� 2 I I CAS' C5 A 1 f �� Requester: Phone No: 2_-53- 3 90,2-J1 ( r i- Q. -alt, 1 1S. ( 14. & 1 RV-5 4 I , i tA i, 1 Projec Type of Inspection: Address: , 1---? 2 a SdNr1 h0 l'•rJer. D to Called: Special Instructions: . Date anted: la / d2 /0 b f p.m. Requester: Phone No: 2_-53- 3 90,2-J1 ( 6. El Approved per applicable codes. INSPECTIOFJ RECORD Retain a copy with permit Doe -443 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 or: \ .00 REINSPECTION FEE F OUIRED. paid at 6300 Southcenter Blvd. Suite 10 Receipt No.: Corrections required prior to approval. !Date: / c)j for to nspection, fee must be . Call t schedule reinspection. D' te: v Project: n/ W..13 4N G0 Type of Inspectio --Z-W/ Address: / d S ' i4 lf r Vaed: fi ^ Special Instructions: Date Wanted: 42-- /Q — Dca Requester: Phone No: s 3 -3 SO - 41/ 4 ' ti INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I1 Approved per applicable codes. El Corrections required prior td approval. COMMEN 7/3 ' / /d - 1 7h4.9 /At der?riA44--/ rfci 1 4 p / - 0 1/4 / 0 A �...�.1� i Date e .00 REINSP CTI N E REQUIRED. P - ior to inspection, fee must be ti id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: -spa•. _ tiM ., W COMMENTS: of Ins ti 60 ` B Address: 19 2,50 -SC r l S: rkf 3 F-• et ,. Date Wanted: d 'a�]r , i ? -"S- Or p.m. Requester: Phone No 7S3 - 30 — - II r. ' f et u (-, si r- A??/.3L4( /C.p_j ! V 60/ti iellGs. d- L e` R l Pro'e t QQ /J a t e t i lype of Ins ti 60 ` B Address: 19 2,50 -SC Aft = u1h Date Called: i Special Instructions: ,' Date Wanted: d 'a�]r , i ? -"S- Or p.m. Requester: Phone No 7S3 - 30 — - II r. 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 0 4403 PERMIT NO. ItZ (206)431 -367 El Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins pectoi Date: r Z rJ (Receipt No.: 'Date: COMMENTS: h of Inspection: ` - \ \ w \ Address: 5 - 6 to p/ti ki)� Date Called: Special Instructions: Date Wanted: , L �'�a.m (L2 6 ' '\ S 03 r. �. 1 t� v Al "1'-( � - _ I ( S r : ! �p - �-�( �� 60 5 At s ri cf . £M1 rjr Je- 1--s .Pon.b A--T !i pit) J 4 Jul ( /r 7,/ J c t .., 4 f --4 l° r e e. .. '- (I /1 rate ; G.JL' I l t� �n e `r )...., '/ e y,,, A ./ c ace S �� A - 1 � k.7) e -c -J ' f kites if e t. - _ I, Pr (fI /► of n I\ 1 1� �s t t lY' }� h of Inspection: ` - \ \ w \ Address: 5 - 6 to p/ti ki)� Date Called: Special Instructions: Date Wanted: , L �'�a.m Requester: Phone o� � , ......1 I8 . INSPE ION NO. 0 Approved per applicable codes. Inspect r: INSPECTION RECORD Retain a copy with permit /) '4(03 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 j3 Corrections required prior to approval. Receipt No.: 'Date: 1 Date: , 2 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project; i I 1?- A (0 Type of Inspection: , ! V �Ll� pcsaeodo I .11 IV J c Date Called: Address: 1 ? 5 6 Ct3.& { telcicxjW Pcl Special Instructions: Date Wanted: 1?) (( 1crf a.m. eLm- Requester: Phone No "Zs3 -3 e v , 4 , 11d J INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit \EA,A roved per applicable codes. El Corrections required prior to approval. i� rata! ! L Inspe okl Date: 60.00 REINSPECTION EE REQUI ' ED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Su to 100. Call to schedule reinspection. (Receipt No.: 'Date: COM11ilElflS OK- i\ Dec u f lJ pi Address: S C f At W I �2-S S p T (..() For 1 S Date Wanted: �l m. 1"Z 1 r ` !�( p.m. Requester: Phone No: 1) ELi , K-: vec pl AT'5 \` i f r Al (4) 'Ci BA - - 1 3 k- DT A-J A l eSir Dd ILA k . a Projx4 /1 p _��YPe p`'a�J 4 ' J �y` o spec lop:, U t l -n l,. .O Address: S C f At W I �2-S S p Date Ca led: Special Instructions: / Date Wanted: �l m. 1"Z 1 r ` !�( p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. C orrections required prior to approval. Inspecto( Date: -(1-4 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: /) 171/6 — Ai -�:,t. / / /p V -V - � . , 1e ,v lDf. '�zt� , L Ii /f'V i,t/ l/ r � 4ticcitisf>1 � / �/ /P fj' hem / L ,'/e A ve t oK/4/6 /finv/l4v 6 3 6 0 Z/ t ' - i,us -/41 /f r c I7' j.: I-. re /- /4/ 4l — 4.10'66 ,) 13 M Sit Ag - 4),013»i5 , d. )-01 ),�ss�4v6 A? 44,5 ,� )11S,z ZErU'!�/� - 4;p tC ter ®mili Q To SIToeZ STA r f-- Phone No 2_�3- 3 a v0.) u1 2; 3r/7( g > iSA ' /Uc°s / n/ Project: - Pt inZc b g P lA of Inspedti$I {, ROC C.: Address: 1 7 7.5() C m l t hr�F, J et/ Dat Called: V Special instructions: Date Wanted � � � � � tea. - rfl . ) r � Requester: Phone No 2_�3- 3 a v0.) u1 IN PECTION NO. INSPECTION RECORD ketain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ►oS PERMIT NO. (206)431 -3670 Corrections required prior to approval. �'' Da A he,/e8 $•'.00 REINSPECTIO FEE REOjOIRED. Prior to inspection, fee must be id at 6300 Southce'�ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: /R1c) 1 L 6 . ) 9»1 d' -/I -. 5/6 1/P c Poli /5 fJ /c A1455 /n) 5 h'- / ,P q. Mss ge-i'fti:n/ • / " ' /f5_< / /vs -/1 //( ./�'h1 /6' jay � �// / . ,ei Special Instructions: Date ante / 2 / /J / A!� 4,- p.m. Requester: 5 Phone No: 17//1 , / N - Project: 7411P6 /R1c) 1 L Type of In pection: LrtzItt) Ad re F � at Iled: Special Instructions: Date ante / 2 / /J / A!� 4,- p.m. Requester: Phone No: 17//1 INSPECTION RECORD Retain a copy with permit INSPE 10 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector Receipt No.: Date: !Date: D Corrections required prior to approval. $.0.1 + REINSPECTION FEE R QUIRED. ` ' • r to inspection, fee must be . at 6300 Southcenter Blvd Suite 10 s Call to schedule reinspection: Project;p ic t / t l L Ze Typ e of I pecti? Gl ///7"2 �/ / � ��_ Address: , . 1 Z. .C, r` 6/6.5 Date Called: i Special Instructions.e Wanted: 12 _ -C6 m Requester Phone No: /7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1$ A pproved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: Date: Date: / � C $60.00 R INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Project: / � i,v ./9/v ii ' Type of Ins ection: F i 4/4 / Address: 72So S6) /'�h�'i✓,t'/ atei�l' Special Instructions: Date Wanted: a.m. Requester: Phone N tea 5'5 .? -2.3/ 1 INSPECTION RECORD Retain a copy with permit INSPE 1 • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMM ditTO ir- 44 b IvP .Cgrsa vigi7 /z -Z3 -off, Inspec r - ceipt No.: 'Date: Date: �. 60.00 REINSPECTION FE REQUII3 ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Type of Inspe /2 .t v . 1 () 4 ` ��n� 1.� al.. Address: '? 2So SC • Special Instructions: • Date Wanted: i — 23- �) Sk o w *" Requester: PcV\s WV-- c (A,a .&_e -- --1-1,j 0 xi c(f . f a £ --5 3 l -e - ( _ ;' M. e S.s Al _ . 1 1 Project: G d 6 : A _ n Tti M Type of Inspe /2 .t v . 1 () 4 ` ��n� 1.� al.. Address: '? 2So SC Date Called: J ---- Special Instructions: • Date Wanted: i — 23- (� �r 1 P.m. Requester: Phone No: .col — / — 2 6.31 proved per applicable codes. og 46 3 INSPECTION RECORD Retain a copy with permit INSP CTION NO. PETE NO. CITY OF TUKWILA BUILDING DIVISION [� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 orrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQthRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: At4Q4 ilroWL,0 Type of Inspection: \J e. A / 6-'01t4t-t/ Address: 111.50 Suite #: e- ,C, P, Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: • Hood & Duct: .Monitor: Pre-Fire: Permits: Occupancy Type: • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t • CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Par East Tukwila. Wa. 98188 206-575-4407 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: E - tit - D1L ft/04_604ii - OP - tb OCc-U PcNitb LNG tk "02001kt, Date: 171 to /09 Hrs.: • I Inspector: d eA l a R IA IL n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspeetion Record FOlm.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: , , LvE LD Type of Inspection: 44- - _ F- -'' 5P' & , & tL L 7 )L -- Address: j ig 5 D Suite #: 8 j C Py Contact Person: Special Instructions: VA- Hood & Duct: Phone No.: — • Pre -Fire: F r -r� I4 L- - Off, - ., Occupancy Type: - - , Pi rNIeL ..- Af t- - Uz- _ . hie -4 1 1141- `° It - Aim Yir.'}TL -}- Qv, 4etJ rao 1NN -I f , 1, .._4, - %1 ,..4 0 le, `to STD c.ic.. — 1 '.. ., • •�}#r 7 t) 12 ' nr4 L.%1 • Project: AL, ,:i2 la 0 , LvE LD Type of Inspection: 44- - _ F- -'' 5P' & , & tL L 7 )L -- Address: j ig 5 D Suite #: 8 j C Py Contact Person: Special Instructions: VA- Hood & Duct: Phone No.: Needs.Shift Inspection: _` Sprinklers: Fire Alarm: Hood & Duct: Monitor: • Pre -Fire: Permits: • Occupancy Type: - - =eti341 •+d tk , ,..1&ma:su" ^I:∎•"s 'fin uw�y'.`a^.::*9 =+w�4 .M S:r sCS!. %r caae'FR+i"�,.;»,c ^.%r.� mss, ..,.^•�':Gltr!.�':. -� • s INSPECTION NUMBER n Approved per applicable bodes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206- 575 -4407 Corrections required prior to approval. Inspector: aglit4 !Z I Date: J / 5/0g t� . 2. rs.. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: A L 00 ihata2,0 Type of Inspection: Address: j.? 2 5i) Suite #: /.,( 'Se Jay Contact Person: Special Instructions: } Phone No.: Needs Shi'= , s _ ''on: Sprinklers: . Fire Ala r ,, r Hood & Duct: Monitor: } . . , Pre -Fire: Permits: 4. Occupan€y Type: COMMENTS: { g ` ' : I p i i - 5 mA1 __ c71t._ _ Co ( C. LA C _ , 0 .. % c:,.. tr, .w_v,r.! _s =* ,3: A.Y15.::Kl Matt, t._ww,,t.ta, r x- w. . . 4,,Af• = 04 fi+. d 3 INSPECTION NUMBER • 4 . Word/Inspection Record Form.Doc IIN$PECTION RECORD Retain a copy with permit C]tTY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206=575-4407 , Alt roved per applicable codes. Date: /7// 2 /00 Hrs.: / rs.. r: oddit / 2_. $80.00 REINSPECTION FEE REQUIRED. You will .receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. "lam- ` -tf)3 PERMIT NUMBERS Corrections required prior to approval. .i 1/13/06 T.F.D. Form F.P. 113 December 16, 2008 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Southcenter Square (Alfred Angelo Bridal) Permit Number: D08 -463 Address: 17250 Southcenter Parkway, Tukwila Job Number: 06 -683 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: ❑ Epoxy grouting ❑ Fireproofing Sincerely, OTTO ROSENAU & ASSOCIATES, INC. .SGtCYt7 Susan Rosenau -Moser Vice President Fax c: Tony Holman OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. Kin W th, Seattle, Washington 98118 -3216 USA 9 9 Tel: (206) 725 -4604 ree: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2 t3t 84 • WABO Re istered Agency • Website: www.ottorosenau.com C S 100 Inspections Performed Proprietary Anchors: Steel Decking Other (specify): Spray Applied Fire Proofing X • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 100973 Project Address: Client Inspector and Date Rick Hardy 11/26/2008 Southcenter Square 17200 Southcenter Parkway, Tuiwila Wia Properties. LLC — SS Copies to: Client X Engineer Owner X Contractor /Client X Architect X Building Dept. CONSTRUCTION INSPECTION REPORT Performed visual inspection of fire stopping on the east wall at the ceiling, northeast, and the southeast of the structure; including bridging. Placement of UL system BWS0017 and HWD0049 rated at 3 -hour wall with wool batts and electrometric spray. All work inspected at this time conforms to ASTM, E814, and UL standards 1479 and 263. Work conforms to STI submittals and the City of Tukwila approved plans. Others Permit Numb Job Number. Client Address: Remarks Technical Responsibility: PFC:FIVED DEC 2 6 2008 COMMUNITY DEVELOPMENT 4811 134 Place SE, Bellevue t il Vft Jeff Rabe, Project Manager This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN- -63-02 (Rev 11/08) OTTO ROSENAV & ASSOCIATES, INC. ►'_ . Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: Description: Project: Address: Client: Inspector and Date Zack Ring 11/10/2008 Copies to: Owner X Architect X Engineer 100375 Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Southcenter Square 17200 Southcenter Parkway, Tukwila Wig Properties LLC - SS Permit Number: Job Number: Client Address: Remarks X Contractor X Building Dept. Technical Responsibility: Reference Alfred Angelo Bridal 06-683 4811 134 Place SE, Bellevue Inspected epoxy grouting of (37) #4 grade 60 bars (manufactured by Nucor) with 5" embedment depth into %" diameter holes at 16" on center in slab on grade for electrical conduit closure strip in the north half of the south building, suite 136 (Alfred Angelo Bridal). Holes were brushed and blown free of debris with an air compressor. All bars were epoxy - grouted with Hilti RE500 epoxy with an expiration date of 4/2009. Installation conforms to project documents and manufacturer's recommendations, as well as ICC ESR #1682. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) XED II /Z0/2008 R E.cov` 0 DEC\112 O8 CO DEVELOPMENT Inspections Performed Proprietary Anchors: Steel Decking Other (specify): Spray Applied Fire Proofing X • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 85696 Project Address: Client Southcenter Square 17200 Southcenter Parkway, Tuiwila Wig Properties, LLC - SS CONSTRUCTION INSPECTION REPORT Permit Number. Job Number: Client Address: 008 -463 06-683 4811 134 Place SE, Bellevue Inspector and Date John Reeder 11/25/2008 Conforms Copies to: Client X Engineer Owner X Contractor /Client X Architect X Building Dept. Others Remarks At the contractor's request, inspected substrate materials for spray applied fire proofing to be applied. At this time, all areas to be sprayed are clean. Technical Responsibility: tt Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63-02 (Rev 11/08) 12/16/2008 15:08 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 100973 Project Address: Client: Southcenter Square 17200 Southcenter Parkway, Tuiwila Wig Properties, LLC —SS Proprietary Anchors: • Anchor Bolt Installation • Epoxy Grouting (Reber/Bolts) Inspector and Date Rick Hardy 11/26/2008 2067232221 CONSTRUCTION INSPECTION REPORT Steel Decking Inspections Performed Structural Steel Fabrication Structural Steel Erection OTTO ROSENAU Permit Number. Job Number. Client Address: Remarks 008.483 08-683 4811 134 Place SE, Bellevue Other (specify): Spray Applied Fire Proofing PAGE 03/05 Performed visual inspection of fire stopping on the east wall at the ceiling, northeast, and the southeast of the structure; including bridging. Placement of UL system EM/S0017 and HWD0049 rated at 3 -hour wall with wool batts and electrometric spray. All work inspected at this time conforms to ASTM, E814, and UL standards 1479 and 263. Work conforms to STI submittals and the City of Tukwila approved plans. Copies to: Others Client X Engineer Technical Responsibility: Owner X Contractor /Client Jeff Rabe. Project Manager X Architect X Building Dept. This report appliee only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. Kong Way S., Seattle. Washington 98118 ^ Phone (206) 725 - 4600 or 1.888 OTTO - Fax (206) 723 - 2221 Form No.: ADAM-63-02 (Rev 11/08) 12/16/2008 15:08 2067232221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnlcal Engineering, Construction Inspection & Materials Testing Report Number: 100985 Project Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Client: Wig Properties, LLC - SS Proprietary Anchors: • Anchor Bolt Installation • Epoxy Grouting (Reber 1 Botts) a Inspector and Date Rick arH dy 12/12/2008 Copies to: Client Owner X Architect X Engineer X Contractor/Client X Building Dept. CONSTRUCTION INSPECTION REPORT Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection OTTO ROSENAU Permit Number: D0a -463 Job Number: 06-683 Client Address: 4811 134 Placa SE. Bellevue Remarks Other (specify): Fire Stopping Performed in- process inspection of fire stopping on the east side of the northeast and southeast comers. Placement of UL system, BW 00017 and HWD 0043, rated at a 3 -hour wall with wool batts and elastomeric spray as per ASTM E814 and UL1479. Work inspected at this time conforms to STI submittals and the City of Tukwila plan. Others Technical Responsibility: PAGE 04/05 5d Ou ) 124210-A-- Jeff Rabe, Project Manager & Associates, Inc. Reproduction of this report, This report applies only to the items tested or reported and is the exduShre property of Otto Rosenau except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle. Washington 98118 - Phone (206) 725.4600 or 1. 888 OTTO - Fax (206) 723 - 2221 Form No.; AOM1N -63 -02 (Rev 11/08) 12/16/2008 15:08 2067232221 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 100986 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Client: Wig Properties, LLC - SS Proprietary Anchors: • Anchor Bolt Installation • Epoxy Grouting (Rebar 1 Botts) Inspector and Date Rick Hardy 12115/2008 Copies to: Client Owner X Arahit9d X Engineer X Contractor/Client X Building Dept. CONSTRUCTION INSPECTION REPORT Steel Decking Inspections Performed Structural Steel Fabrication Structural Steel Erection Others Thl rt appl only to the items tested or reported and is the OTTO ROSENAU Permit Number: Job Number: Client Address: Rernarlcs D08-463 06-683 4811 134"' Place SE, Bellevue of 1 • Other (specify): Fire Proofing, Fire Stopping Performed visual inspection of fire proofing/ fire stopping on the east side of the east wall at the ceiling levels; and the northeast and southeast comer floors to ceiling. Placement of UL system; BW 00017 and HWD 0047 rated at 3 -hour wall with and elastomeric spray as per ASTM E814 and UL1479. All other penetrations; j and bridging 9 g have been fire - caulked. All work inspected at this time conforms to plan, STI submittals, and City of Tukwila plans. Note: This is the final inspection for fire proofing. Technical Responsibility: PAGE 05/05 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (208) 725.4600 or 1 ` Fax (208) 723 - 2221 Form No.: ADMIN - 63 - 02 (Rev 11/08) Jeff Rabe, Project Manager exclusive property of Otto Roseneu 8 Associates. Inc. Reproduction of this report, s repo except in full, without written permission from our firm Is strictly prohibited. Page 1 Dec 16 08 08:51p John Duggan December 16, 2008 James Dunaway, Sr. Bldg. Inspector City of Tukwila, Building Dept. Re: Alfred Angelo Bridal 4 hour separation wall Dear James, I have installed the flrestopping in the 4 hour GWB wall adjacent to the Alfred Angelo Bridal Space in accordance with the U.L. tested assemblies provided in my submittal package. The firestop systems will provide up to 4 hour protection based on the U.L. tested systems and the performance of the surrounding substrates, ie; the GWB wall and roof assemblies. Si hn M Duggan President FIRESTOP 12556 120 Ave NE, Suite 375 Kirkland, Wash. 98034 Voice: (206) 793 -6852 Fax / Personal Assistant: (888) 777 -0713 3605683505 p.2 I(g-)-( (03 Dec 16 08 08:51p John Duggan FIRESTOP Heiberg, Inc. 5324 12` Ave NE Tacoma, WA. 98422 -3831 Re: Alfred Angelo Bridal 17250 Southcenter Parkway, suite 136, Tukwila, WA. 1= IRESTOP warrants that the firestop system(s) installed under specification sections 07840 and/or 07841, have been completed in a commercially reasonable manner in accordance with the requirements of 2003/2006 IBC and there are no defects in the workmanship. FIRESTOP, also warrants that all labor, materials and taxes have been paid and there will be no potential lien claimants upon final payment by the Customer. 1: 1RI:STOP's warranty is for a period of (12) months from the date of this agreement and thereafter expires, and any warranty claim of the Customer shall accrue only during this period. Any warranty claim, third party claim, claim for indemnification or any other cause of action arising under the terms of this Agreement or arising by reason of third party claims against the Customer, including the warranty, must be filed in a court of competent jurisdiction within four (4) months of the expiration of the warranty. Any unresolved, unasserted or undiscovered claim or cause of action which is not filed within four (4) months from the expiration of this warranty is waived. FIR ESi O P shall promptly return to the project and repair or replace, as necessary, any defect in workmanship at the sole expense of F I RI ?STOP. Warranty work performed by 11RESTOP does not extend the warranty. FIRESTOP is not responsible for consequential damages. This warranty is not transferable. THIS WARRANTY IS GIVEN IN LIEU OF ANY EXPRESS OR IMPLIED WARRANTY OTHERWISE PROVIDED UNDER THE LAWS OF WASHINGTON, INCLUDING THE WARRANTIES OF FITNESS, MERCHANTBILITY AND HABITABILITY. All warranty requests must be submitted, in writing, to FIRESTOP 12556 120 Ave NE, Suite 375 Kirkland, WA. 98034 -7501. Please include the project name, address, nature of the requested service, and the company contact person. Sinc M. Duggan, Owner 12556 120 Ave NE, 4375 Kirkland, Wash. 98034 -7501 Voice: 206- 793 -6852 3605683505 December 16, 2008 p.3 12/17/2008 12:00 4252644528 1 12/17/2008 James Dunaway. Dan Power. METRO GLASS PAGE 01/05 METRO GLASS CO., INC. 1120 SW 16TH /14. RENTON WA 98055 PO BOX 738. RENTON WA 98057 (425) 226 -9510 FAX (425) 26¢4528 M E T R O G C 1 8 4 M W• Concerting the glass labeling at the Alfred Angelo Bridal Shop job at 17250 South. center. Parkway. The UBC and the Seattle Building codes state that the glass in doors and glass within 24" of the swing of the door up to 60" above the walking surface of the door to be tempered glass which is it is in this case. As far as the glass where we pulled out the door an infilled it with glass only, please see page 1- 258 of section 2406,4 of the UBC code that 1 am faxing with this letter. Item 7. states that All of the following conditions described in 7.1,7.2,7.3 and 7.4 must be meant to classify the glass as hazardous. The glass in question does not meet # 7.3 as the top edge of the glass is under 36" from the floor for the lower lite of glass, therfore it dosen't need to be tempered. 12/17/2008 12:00 4252644528 1997 UNIFORM BUILDING CODE SECTION 2401 - SCOPE 2401.1 General. The provisions of this chapter apply to: 1. Exterior glass and glazing in all occupancies. EXCEPTION: Groups R and U Occupancies not over three sto- ries in height and located in areas with a minimum hasic wind speed less than 80 miles per hour fl 29 km/h). 2. Interior and exterior glass and glazing in all occupancies subject to human impact as specified in Section 2406 and hinged shower doors in all occupancies as Specified in Section 2407. 3. Interior glass anti glazing shall comply with Section 2404.1, EXCEPTION: Groups R and U Occupancies, 4. Skylights and sloped glazing. 2401.2 Standards. Standards for material shall be as specified in this chapter and UBC Standard 24.1. Standards for glazing subject to human impact (hazardous loca- tion) as specified in Section 2406 shall he as specified in UBC Standard 24-2. ' 2401.3 Other Provisions. See Chapter 6 of this code for addi- tional glass requirements where openings are required to be fire protected, and Section 2603.4 for openings glazed with plastics. 2401.4 Standards of Quality. The standards listed below la- beled a "UBC Standard" are also listed in Chapter 35. Part II, and are part of this code. 1. UBC Standard 24 -1. Flat Glass 2. UBC Standard 24 -2, Safety Glazing SECTION 2402 - IDENTIFICATION Each light shall bear the manufacturer's label designating the type and thickness of glass. When approved by the building official. labels may be omitted, provided an affidavit is furnished by the glazing contractor certifying that each light is glazed in accord- ance with approved plans and specifications. Identification of glazing in hazardous locations shall be in accordance with Section 2406. SECTION 2403 - AREA LIMITATIONS Glass in windows, curtain and window walls. skylights doors, and other exterior applications shat) be chosen to withstand the loads for cladding as set forth in Chapter 16, Division III. The area of individual lights shall not be more than as set forth in Graph 24-1. as adjusted by Table 24 -A. Glass sizing for skylight applications shall be adjusted per Scction 2409.5. • Graph 24.1 is applicable to rectangular glass firmly supported on all four edges. When approved by the building official. alternate means for se- lecting glass may be used in place of Graph 24 and Table 24 Glass and glazing subject to ice or snow loads shall be designed in accordance with Chapter 16. Chapter 24 GLASS AND GLAZING METRO GLASS PAGE 02/05 2401 2406.4 SECTION 2404 - GLAZING SUPPORT AND FRAMING 2404.1 Support. Glass shall be firmly supported on all four edges, EXCEPTION: The building official may allow the use of glass that is not firmly supported on all four cdaes when justified by an approved design. 2404.2 Framing. The framing members for each individual glass pane shall be designed so the deflection perpendicular to the glass plane shall not exceed 1 / 1 73 of the glass edge length or 3 /4 inch (19 mm), whichever is less, when subjected to the larger of the positive or negative load when loads are combined as specified in Section 1.612,3. SECTION 2405 -- LOUVERED WINDOWS AND JALOUSIES Regular float, wired and patterned glass in jalousies and louvered windows shall be no thinner than nominal 3/15 inch (4.76 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows. SECTION 2406 - SAFETY GLAZING 2406.1 General. Glazing subject to human impact shall comply with this section. 2406.2 Identification. Each light safety glazing material in- stalled in hazardous locations as defined in Section 2406.4 shall be identified by a permanent label that specifies the labeler. whether the manufacturer or installer. and state that safety glazing material has been utilized in such installation. For additional identification requirements and for limitation on size and use by category classi- fication. see UBC Standard 24.2. Part 1. Each unit of tempered glass shall be permanently identified by the manufacturer. The identification shall be etched or ceramic fired on the glass and be visible when the unit is glazed. Tempered spandrel glass is exempted from permanent labeling but such glass shall he identified by the manufacturer with a removable pa- per label. 2406.3 Human lmpact Loads. Individual glazed areas in haz- ardous locations such as those indicated in Section 2406.4. includ- ing glazing used in fire assemblies in accordance with Section 713, shall pass the test requirements of UBC Standard 24-2. Part. I. EXCEPTIONS: 1. Louvered windows and jalousies complying with Section 2405 need not comply with Section 2405,3, 2. Polished wired glass complying with UBC Standard 24-2. Pan 11, may be used in smoke and draft control and fire assemblies. Plastic glazing used in exterior applications also shall comply with the weathering requirements in UBC Standard 24 -2, Pan 12. 2406.4 Hazardous Locations. The following shall be consid- ered specifi.c hazardous locations for the purposes of glazing: 1. Glazing in ingress and egress doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assem- blies and panels in swinging doors other than wardrobe doors. 3. Glazing in storm doors. 1 -257 1� 1 12/17/2008 12:00 4252644528 2406.4 2408.2 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas. steam rooms, bathtubs and showers. Glazing in any nor. tion of a building wall enclosing these compartments where the bottom exposed edge of the. glazing is less than 60 inches (1525 rnm) above a standing surface and drain inlet. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 in- ches (1525 mm) above the walking sift 7. Glazing in an individual fixed or operable panel. other than t hose locations described in Items 5 and 6, that meets all of the fol. lowing conditions: - 7.1 Exposed area. of an individual pant greater than 9 square feet (0,84 m 7.2 Exposed bottom edge less than 18 inches (457 mutt) above the floor. ,j 73 Exposed top edge greater than 36 inches (914 min) above the floor. 7.4 One or more walking surfaces within 36 inches (914 mrn) horizontally of the plane of the glazing, 8. Glazing in railings regardless of height above a walking sur- face. Included are structural baluster panels and nonstructural in -fill panels. • EXCEPTION: The following products and applications are ex- empt from the requirements for hazardous locations as listed in items 1 through 8: 1. Glazing in Item 6 when there is an intervening wall or other per- manent barrier between the door and the glazing. 2. Glazing in Rem 7 when a protective bar is installed on the acces- sible sides of the glazing 34 inches (864 rnm) to 38 inches (965 mm) above the floor. The har shall be capable of withstanding a horizontal Toad of 50 pounds per linear foot (729 N /m) without contacting the glass and be a minimum of 1 inches (38 mm) in height, 3. Outboard pane in insulating glass units and in other multiple glazed panels in Item 7 whcn the hottom exposed edge of the glass is 2S feet (7620 min) or more above any grade. roof. walking surface. or other horizontal or sloped (within 45 degrees of horizontal) surface ad- jacent to the glass exterior. 4. Openings in dnor through which a 3- iach•diameter (76.2 mm) sphere will not pass, 5. Assemblies of leaded. faceted or carved glass in Items 1.2.6 and 7 when used for decorative purposes. 6. Curved panels in revolving door assemblies. 7. Doors in commercial refrigerated cabinets. 8. Glass block panels complying with Section 2110. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: 9.1 The bottom edge of the glazing is less than 60 inches (1525 mm) above the pool side of the glazing. 9,2 The glazing is within 5 feet (1525 mm) of a switnming pool or spa water's edge. 10. Glazing in walls enclosing stairway landings or within 5 feet (1525 mm) of the bottom and top of stairways where the bot- tom edge of the glass is less than 60 inches (1525 mm) above a walking surface. 1 -256 METRO GLASS PAGE 03/05 2406.5 Wardrobe Doors. Glazing in wardrobe doors shall meet the impact test requirements for safety glazing as set forth in UBC Standard 24-2, Part II. Laminated glass must also meet the boil test requirements of UBC Standard 24-2. Part II, EXCEPTION; The impact test shall be modified so that if no breakage occurs when the impacting object is dropped from the height of 18 inches (457 mm), the test shall progress in height increments of 6 inches (152.5 mm) until the maximum of 48 inches (1219 mm) is reached, 2406.6 Glass Railings. Glass used as structural balustrade pan- els in railings shall be one of the following types: 1. Single fully tempered glass. 2. Laminated fully tempered glass. 3. Laminated heat - strengthened glass. The panels and their support system shall be designed to with- stand the load specified in Table 16-B. A safety factor of 4 shall he used. Each handrail or guardrail section shall he supported by a mini- mum of three glass balusters or otherwise supported so that it re- mains in place should one baluster panel fail. Glass balusters shall not be installed without a handrail or guardrail attached. For all glazing types, the minimum nominal thickness shall be I/4 inch (6.35 m.m). Glazing materials. shall not be installed in railings in parking ga- rages except for those locations where the railing is not exposed to impact from vehicles. SECTION 2407 - HINGED SHOWER DOORS Hinged shower doors shall open outward. 1997 UNIFORM BUILDING CODE SECTION 2408 - RACQUETBALL AND SQUASH COURTS 2408.1 Test Method. Each panel of glass (including doors) in an actual installation or test mockup shall he impacted from the play - ing side at a point 59 inches (1499 mm) from the playing surface and its horizontal midpoint. The impactor and test procedure shall he as described in UBC Standard 24 -2. Part L Category 1I. using a drop height of 43 inches (1219 mm). Results from a test mockup shall apply only to actual installations in which the glass is no greater in either dimension and is at least as thick, Fittings and at- tachments for a mockup shall he identical to those used in actual installations. The conditions of Section 2408.2 shall be met. 2408.2 End Point Conditions. The following conditions shall he met when the glass is impacted as described in Section 24.08.1: 1. The glass shall not break. 2, Deflection at the point of impact shall not exceed 1. /2 inches (38 mm). 3. Door hardware shall remain intact and operable, 4. The deflection of the door edges shall be no greater than the following for the listed drop heights. The impactor and procedures shall be as indicated in Section 2408.1. Drop Height Deflection, inches (nom) 24 (610) Thickness of adjacent gloss + t1A (+ 3.2) 36 (914) Thickness of adjacent glass + 1/4 0- 6.41 48 (1219) Thickness of adjacent glass + 1 12 (+ 12.7) 12/17/2008 12:00 4252644528 1997 UNIFORM BUILDING CODE SECTION 2409 — SLOPED GLAZING AND SKYLIGHTS 2409.1 Scope. This section applies to the installation of glass or other transparent. translucent or opaque glazing material installed at a slope of l5 degrees or more from the vertical plane, including glazing materials in skylights, roofs and sloped walls. 2409.2 Allowable Glazing Materials. Sloped glazing shall be 1 any of the following materials. Subject to the limitations in this section: 1. Laminated glass with a minimum 0.015 -inch (0.38 Term) polyvinyl butyral interlayer for glass panes 16 square feet (1..5 m or less in area and with the highest point of the glass no more than 12 feet (3658 mm) above a walking surface; for larger or higher panes, the minimum interlayer thickness shall be 0.030 inch (0.76 mm). 2. Fully tempered glass. 3. );,Teat - strengthened glass. 4. Wired glass. 5. Approved rigid plastics meeting the requirements of Section 2603.7. For multiple -layer glazing systems, each light or layer shall consist of any of the glazing materials specified above. Annealed glass may be used as specified within Exceptions .2 and 3 of Section 2409.3. 2409.3 Screening. Heat - strengthened glass and fully tempered glass, when used in single -layer glazing systems, shall have screens installed below glazing. The screens shall be capable of supporting the weight of the glass attd shall be substantially sup- ported below and installed within 4 inches (102 ram) of the glass. They shall be constructed of a noncombustible material not thin- ner than 0.08 inch (2.03 mm) with a mesh not larger than 1 inch by 1, inch (25 mm by 25 mm). In a corrosive atmosphere, structurally equivalent noncorrosive screening materials shall be used. Heat - strengthened glass, fully tempered glass and wired glass. when used in multiple -layer glazing systems as the bottom glass layer over the walking surface, shall be equipped with screening that complies with the .requirements for monolithic glazing Systems. EXCEPTIONS: 1. Fully tempered glass may be installed without required protective screens when )orated between intervening floors at a slope of 30 degrees or less from the vertical plane if the highest point of the glass is 11) feet (3048 mm) or less above the walking surface. METRO GLASS PAGE 04/05 2409 2409.6 2. Allowable glazing material. including annealed glass. may he in- stalled without required screens if the walking surface or any other se- ccssible area below the glazing material is pemtanently protected from falling glass for minimum horizontal distance equal to twice the height. 3. Allowable glazing material. including annealed glass. may be in- stalled without screens in the sloped glazing systems of commercial or detached greenhouses used exclusively for gmwiog plants and not in- tended for use by the public, provided the height of the greenhouse at . the ridge does not exceed 20 feet (6096 mm) shove grade. 4. Screens need not be provided within individual dwelling units when fully tempered glass is used as single glazing or in both panes of an insulating glass unit when all the following conditions are met: 4.1 The area of each pane (single glass) or unit (insulating glass) shall not exceed 16 square feet (1.49 m 4.2 7r :highest point of the glass shrill not be more than 12 feet 5 mm) above any walking surface or other accessible 4.3 The nominal Thickness of each pane shall not exceed 31 1E inch (4.76 mm), 2409.4 ,Framing. In Types I and I1 construction, skylight frames .shall. b constructed of noncombustible materials. EXCEPTION: in foundries or buildings where acid fumes delete- rious to metal arc incidental to the use of the buildings, approved pressure - treated woods or other appmvcd noncorrosive materials may he used for sash and frames. Skylights set at an angle of less than 45 degrees from the hori- zontal plane shall be mounted at (cast 4 inches (102 mm) above the plane of the roof on a curb constructed of materials as required for the frame. Skylights may be installed in the plane of the roof when the roof slope is 45 degrees or greater from horizontal. 2409.5 Design Loads. Sloped glazing and skylights shall be de- signed to withstand the tributary loads specified in Section 1605. Sizing limitations specified within Graph 24 -1 and Table 24-A may be utilised for glazing materials set forth in Section 2409.2, provided the design loads are increased by a factor of 2.67. 2409.6 Floors and Sidewalks. Glass used for the transmission of light, if placed in floors or sidewalks. shall be supported by metal or reinforced concrete frames. and such glass shall not be Tess than 1 /, inch (12.7 mm) in thickness, Any such glass over 16 square inches (0.1 m in area shall have wire mesh embedded in the same or shall be provided a wire screen underneath, as speci- fied for skylights in this section. All portions of the floor lights or sidewalk lights shall be of the same strength as is required by this code for floor or sidewalk construction, except in cases where the floor is surrounded by a railing not less than 3 feet 6 inches (1067 mm) in height, in which case the construction shall be calculated for not less than roof Toads. . MENNEMIIII L\MMINNI,1111111111111 ISiMilMilli ■Iimmiliimii .`1.16 MAMIE ME Laminated'- = i .% ono ,",1116, 1I AI U Rilil_- m % mos I I 0,50 Insulating g)ass -2 pan . L70 —3 pants 2.55 Portcrned° 1.00 Regular (annealed) ' a G(, 0405 T-0: a JIMIll milmi Timm MIME 1. ilium. Kinn MI mike 0;/,4%,„ O %:1- `__IM M`llIMM■ GLASS TYPE AOJUSTMErdr FACTO& Laminated'- 0.75 Fully tempered 4.00 Heat strengthened 2.00 Wired 0,50 Insulating g)ass -2 pan . L70 —3 pants 2.55 Portcrned° 1.00 Regular (annealed) 1.00 Sandblasted 0405 12/17/2008 12:00 4252644528 TABLE 24 -A GRAPH 24 -1 Loads detertmncd from Chapter 16, Division III, shall be divided by this adjustment factor for use with Graph 2 2 Applies when two plies are identical in thickness and type; use coral glass thickness, nor thickness of one ply. 3 Applies when each gloss panel is the same thickness and type: use thickness of one panel. 1 Usc minimum glass thickness, i.e., measured at the thinnest pare of the pattern; if neeeosM, interpolation of curves in Graph 24-1 may he required. 5 Facror varies depending•on depth and severity of sandhla.sting: value shown is minimum. 30 25 20 15 100 80 60 50 40 30 25 20 15 10 8 6 10 15 20 30 40 SO 60 'Applicable for ratios of width to length of 1:I to 5:1. Design safety factor a 2.5. 1 -260 METRO GLASS TABLE 244—ADJUSTMENT FACTORS — RELATIVE RESISTANCE TO WIND LOADS 80 100 150 200 DESIGN WIND PRESSURE FROM CHAPTER 16, DIVISION III — POUNDS PER SQUARE FOOT For Si: I. inch c 25.4 mm, I Rqu are foot = 0.0929 m ) pound per square font . 0,479 kN /m'-. GRAPH 24.1 — MAXIMUM ALLOWABLE AREA OF GLASS PAGE 05/05 1997 UNIFORM BUILDING CODE FIRESTOP SUBMITTAL PACKAGE PROJECT: DATE: SUBMITTED BY: Specified Inc. Technologies STI• In Alfred Angelo Bridal Alfred Angelo Bridal 17250 South Center Parkway Suite 136 Tukwila, WA November 19, 2008 John Duggan FIRESTOP 12556 120th Ave. NE Suite 375 Kirkland, WA 98034 RECEIVE , 2 NOB BUrLDING DEPART ENT `P9CSeaki11l11 U FIRESTOP PRODUCTS 200 Evans Way • Somerville, NJ 08876 • (800) 992 -1180 • (908) 526 -8000 • Fax (908) 526 -9623 # UL SYSTEM 1 BWS0017 2 HWD0043 3 HWD0044 4 WL0010 5 WL1172 6 WL1173 7 WL2293 8 WL3211 9 WL3286 10 WWS0051 11 WWS0052 GENERAL CERTIFICATE OF COMPLIANCE PRODUCT DATA SHEETS 1 AS200 Elastomeric Spray 2 ES Elastomeric Sealant 3 EZ -Path Series 33 Pathway 4 SSB Firestop Pillows 5 SSS Intumescent Sealant 6 SSWBLU Intumescent Wrap Strip 7 Safing Insulation (Roxul *) MATERIAL SAFETY DATA SHEETS 1 AS200 Elastomeric Spray 2 SSWBLU Intumescent Wrap Strip 3 ES Elastomeric Sealant 4 EZ -Path Series 33 Pathway 5 SSB Firestop Pillows 6 SSS Intumescent Sealant 7 Safing Insulation (Roxul *) IMPORTANT NOTICE: PRODUCT(S) ES Elastomeric Sealant AS Elastomeric Spray DESCRIPTION Max 3/4" joint. 3 & 4 Hr. Caulk only. Gypsum wall to fluted steel deck (perpendicular condition). Max 2" joint. 1, 2, 3, & 4 HR. Gypsum wall to concrete slab. Max 2" joint. 1, 2, 3, & 4 AS Elastomeric Spray HR. Max 273 sq in blank opening. Pilllows. 1, 2, 3, & 4 Hr. SSB Pillows Max. 12" steel or iron pipe, 6" copper pipe /tube, 6" SSS Intumescent conduit, 4" EMT, or 1" flexible conduit. Caulk only. 3 or Sealant 4 Hr Rating. Multiple max 2" steel or iron pipe, steel conduit, EMT, SSS Intumescent or 1" flexible conduit. Caulk & Backing. 3 or 4 Hr Sealant Rating. Max 2" PVC, CPVC, ABS and FRPP Pipe (DVVV or BLU Wrap Strip closed), max 1" PP Pipe (closed), or 2" RNC. Wrap Strip Tuck -in. 4 Hr Rating. Telephone or Data Cables (34% fill). Metallic sleeve. SSS Intumescent Caulk and backing material. 3, 4 Hr. Sealant Electrical, Telephone or Data Cables, max 1 -1/2" OFR EZ -Path 33 (max 100% visual fill). EZ Path. Max seven devices. 1, 2,3 &4Hr. Gypsum wall to gypsum wall. Max 1" joint. 1, 2, 3, & 4 ES Elastomeric Sealant Hr. Caulk only. Gypsum wall to concrete or block wall. Max 1" joint. 1, ES Elastomeric Sealant 2, 3, & 4 Hr. Caulk only. This submittal is comprised.of user selected documents that have been assembled using an automatic printing and archiving system. Use of the products or designs referenced herein are at the sole discretion of the installer, specifier, or other designated project decision maker. Specified Technologies Inc (STI) makes no gguarantees nor recommendations regarding the applicability of the products or designs contained in this document to the referenced project. System No.. BW-S-0017 Assembly Ratings - 3 and 4 Hr (See Item 2) Joint Width - 3/4 In. (19 mm) Max 01 110! i 1. Floor Assembly - Min 4 -1/2 in. (115 mm) thick reinforced lightweight or normal weight (100 -150 pcf or 1600 -2400 kg /m3) structural concrete. Floor may also be constructed of any 6 in. (152 mm) thick UL Classified hollow -core Precast Concrete Units *. See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. 2. Wall Assembly - The 3 or 4 h' fire -rated gypsum board /steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a head -of -wall joint system constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory. The wall shall include the following construction features: A. Steel Floor Runner - Floor runners of wall assembly shall consist of min No. 25 gauge (0.56 mm) galv steel channels sized to accommodate steel studs (Item 2B). Floor runners to be provided with min 1 -1/4 in. (31 mm) flanges. Runners secured with steel fasteners spaced 12 in. (305 mm) OC. B. Studs - Steel studs to be min 3 -1/2 in. (89 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in, resting on and fastened to floor runner with sheet metal screws. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* - Multiple layers of min 1/2 in. (13 mm) thick gypsum board. Wall to be constructed as specified in the individual U400 or V400 Series Design in Wall and Partition Design in the UL Fire Resistance Directory, except that a max 3/4 in. (19 mm) gap shall be shall be maintained between the bottom of the gypsum board and the top of the concrete floor. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System - Max separation between top of floor and bottom of gypsum board is 3/4 in. (19 mm). The joint system consists of a packing material and a fill material, as follows: A. Packing Material - (Optional, Not Shown) - Mineral wool batt insulation, polyethylene backer rod or glass fiber insulation firmly packed into the gap between the bottom of the gypsum board and the top of the concrete floor and recessed from each surface of the wall to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material *Sealant - Min 1 in. (13 mm) thickness of fill material installed on each side of the wall between the bottom of the gypsum board and the top of the concrete floor, flush with each surface of the wall. SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, Pensil 300 Sealant *Bearing the UL Classification Mark STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: November 15, 2007 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E Mail :echserv@stifirestop.com • Website:www.stifirestop.com BW S PAGE 1 OF 1 DIl System No. HW -D -0043 Assembly Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3 ) Nominal Joint Widths - 1 and 2 In. (See Item 4) L Rating At Ambient - Less Than 1 CFM /Lin Ft L Rating At 400 °F - Less Than 1 CFM/Lin Ft Class II Movement Capabilities - 19% and 25% Compression and Extension (See Item 4) I A A Section A -A 1 0 OD 4 © Apia; tummituttutuut r Alga S2 111111'0 grA m Ittiil M1 ITT111 I i 1. Floor Assembly - The fire - rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Series Floor - Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floor assembly shall include the following construction features: A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete - Min 2 -1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. 1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof - Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The roof assembly shall include the following construction features: A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Roof Insulation - Min 2 -1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel roof deck. 2. Through Penetrant - (Optional) - Nom 3/8 in. or 1/2 in. (10 or 13 mm) diam rigid steel conduit, steel electrical metallic tubing (EMT) or Sch 40 PVC conduit may be installed parallel with and within the flutes of the steel floor or roof deck. The conduit or EMT shall be located near the middepth of the steel deck with a clearance of 1/2 to 1-1/2 in. 13 to 38 mm) between the conduit or EMT and the steel deck. A max of one conduit or EMT is permitted in an individual flute. II STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: May 21, 2008 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mailtechsery @stifirestop.com • Website:www.stifirestop.com HW -D-0043 PAGE 1 OF 3 When conduit or EMT is installed in flute of steel deck, the hourly rating of the joint system is 1 hr. 3. Wall Assembly - 1, 2, 3 or 4 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs. When deflection channel (Item 4A) is used, flange height of ceiling runner is to be equal to or greater than flange height of deflection channel and the ceiling runner is to nest within the deflection channel with a 1/2 to 3/4 in. (13 to 19 mm) gap maintained between the top of the ceiling runner and the top of the deflection channel. When deflection channel is not used, flange height of ceiling runner shall be min 3/4 in. (19 mm) greater than nom joint width. Ceiling runner installed perpendicular to direction of fluted steel deck and secured with steel masonry anchors or welds spaced max 24 in. (610 mm) OC. Al. Light Gauge Framing* - Slotted Ceiling Runner - Slotted ceiling runner may be used as an alternate to the ceiling runner in Item 3A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 3B). Ceiling runner installed perpendicular to direction of fluted steel floor or roof deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel (Item 4A) shall not be used. CALIFORNIA EXPANDED METAL PRODUCTS COMPANY - CST METAL -LITE INC - The System SCAFCO STEEL STUD MANUFACTURING CO BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP - TRK A2. Light Gauge Framing* - Vertical Deflection Ceiling Runner - When the nom joint width is less than or equal to 1 in. (25 mm), vertical deflection ceiling runner may be used as an alternate to the ceiling runner in Items 3A and 3A1., Vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Vertical deflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When vertical deflection ceiling runner is used, deflection channel (Item 4A) shall not be used. THE STEEL NETWORK INC - VertiTrack VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing* - Clipped Ceiling Runner - As an alternate to the ceiling runner in Items 3A and 3A1, clipped runner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 3B). Track sized to accommodate steel studs (Item 3B). Track flanges to be min 2 -3/4 in. (70 mm). Clipped ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 12 in. (305 mm) OC. When clipped ceiling runner is used, deflection channel (Item 4A) shall not be used. TOTAL STEEL SOLUTIONS L L C - Snap Trak A4. Light Gauge Framing * - Notched Ceiling Runner - As an alternate to the ceiling runners in Items 3A through 3A3, notched ceiling runners to consist of C- shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 3B). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When notched ceiling runner is used, deflection channel (Item 4A) shall not be used. DENMAR STEEL INC - Type SCR B. Studs - Steel studs to be min 3 -1/2 in (89 mm) wide. Studs cut 1/2 to 1 in. (13 to 25 mm) less in length than assembly height with bottom nesting in and secured to floor runner. When deflection channel (Item 4A) is used, steel studs attached to ceiling runner with sheet metal screws located 1/2 in. (13 mm) below the bottom to the STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: May 21, 2008 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mailtechserv@stifirestop.com • Website:www.stifirestop.com HW -D-0043 PAGE 2 OF 3 deflection channel. When deflection channel is not used, studs to nest in ceiling runner without attachment. When slotted ceiling runner (Item 3A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in., 1 -1/4 in., 1 -1/2 in. or 2 in. (16, 32, 38 or 51 mm) on each side of wall for 1, 2, 3 and 4 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 or 2 in. (25 or 51 mm) gap (See Item 4) shall be maintained between the top of the gypsum board and the bottom surface of the steel floor or roof deck . The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws shall be driven into the ceiling runner or into the optional deflection channel. When through penetrant (Item 2) is not used, the hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 4. Joint System - Max separation between bottom of floor or roof deck and top of gypsum board (at time of installation of joint system) is 2 in. (51 mm) for 1 and 2 hr ratings and 1 in. (25 mm) for 3 and 4 hr ratings. The joint system is designed to accommodate a max 25 percent compression or extension from its installed width for 1 and 2 hr ratings and a max 19 percent compression or extension from its installed width for 3 and 4 hr ratings. The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 4A ), as follows: A. Deflection Channel - (Optional) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to accommodate ceiling runner (Item 3A ). Deflection channel installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or welds spaced max 24 in. (610 mm) OC. The ceiling runner is installed within the deflection channel to maintain a 1/2 to 3/4 in. (13 to 19 mm) gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner nests inside the deflection channel without attachment. B. Forming Material* - Nom 4 pcf (64 kg/m3) mineral wool batt cut to the shape of the steel deck flute and installed into the flutes above the ceiling channel. The mineral wool batt pieces are to be stacked to a thickness approx 1 in. (25 mm) greater than the overall thickness of the wall and compressed approx 14 percent in depth thickness such that it is flush with the gypsum board surface on both sides of the wall. Additional sections of mineral wool batt insulation are compressed 50 percent in thickness and installed cut edge first to completely fill the gap above the top of the gypsum board, flush with both surfaces of wall. FIBREX INSULATIONS INC - FBX Safing Insulation IIG MINWOOL L L C - MinWool -1200 Safing ROCK WOOL MANUFACTURING CO - Delta Board ROXUL INC - Safe THERMAFIBER INC - SAF C. Fill, Void or Cavity Material* - Sealant - Min 1/6 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill material spray applied on each side of the wall in the flutes of the steel floor or roof deck and between the top of the wall and the bottom of the steel floor or roof deck and overlap a min 1/2 in. (13 mm) onto gypsum board on both sides of wall. Additional 1/6 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fill material shall overlap a min 1/2 in. (13 mm) onto the steel deck and steel conduit or EMT (when used) on both sides of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray *Bearing the UL Classification Mark STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: May 21, 2008 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E Mail :echserv@stifirestop.com • Website:www.stifirestop.com HW - D - 0043 PAGE 3 0F3 System No. HW -D -0044 Assembly Ratings - 1, 2, 3 and 4 Hr (See Item 2) Nominal Joint Widths - 1 and 2 In. (See Item 3) L Rating At Ambient - Less Than 1 CFM /Lin Ft L Rating At 400 °F - Less Than 1 CFM /Lin Ft Class II Movement Capabilities - 19% and 25% Compression and Extension (See Item 3) m 1. Floor Assembly - Min 4 -1/2 in. (114 mm) thick steel- reinforced lightweight or normal weight (100 -150 pcf or 1600 -2400 kg /m3) structural concrete. 2. Wall Assembly -1, 2, 3 or 4 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 2B). When deflection channel (Item 3A) is used, flange height of ceiling runner is to be equal to or greater than flange height of deflection channel and the ceiling runner is to nest within the deflection channel with a 3/4 to 1 in. (19 to 25 mm) gap maintained between the top of the ceiling runner and the top of the deflection channel. When deflection channel is not used, flange height of ceiling runner shall be min 3/4 in. (19 mm) greater than nom joint width. Ceiling runner is secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. Al. Light Gauge Framing* - Slotted Ceiling Runner - When nom joint width is less than or equal to 1 -3/4 in. (45 mm), slotted ceiling runner may be used as an alternate to the ceiling runner in Item 2A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection v ID STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: May 21, 2008 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E Mail :echserv@stifirestop.com • Website:www.stifirestop.com HW - D - 0044 PAGE 1 OF 3 channel (Item 3A) shall not be used. CALIFORNIA EXPANDED METAL PRODUCTS COMPANY - CST METAL -LITE INC - The System SCAFCO STEEL STUD MANUFACTURING CO BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP -TRK A2. Light Gauge Framing* - Vertical Deflection Ceiling Runner - When nom joint width is Tess than or equal to 1 in. (25 mm), vertical deflection ceiling runner may be used as an alternate to the ceiling runner in Items 3A and 3A1., Vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Vertical deflection ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. When vertical deflection ceiling runner is used, deflection channel (Item 4A) shall not be used. THE STEEL NETWORK INC - VertiTrack VTD362, VTD400, VTD600 and VTD800 A3. Light Gauge Framing* - Clipped Ceiling Runner - As an alternate to the ceiling runner in Items 2A and 2A1, clipped runner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 2B). Track sized to accommodate steel studs (Item 2B). Track flanges to be min 2 -3/4 in. (70 mm) Clipped ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 12 in. (305 mm) OC. When clipped ceiling runner is used, deflection channel (Item 3A) shall not be used. TOTAL STEEL SOLUTIONS L L C - Snap Trak A4. Light Gauge Framing * - Notched Ceiling Runner - As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling runners to consist of C- shaped galv steel channel with notched retum flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. When notched ceiling runner is used, deflection channel (Item 3A) shall not be used. DENMAR STEEL INC - Type SCR A5. Light Gauge Framing* -Vertical Deflection Clip* - (Optional) Steel clips can be used in conjunction with steel studs (Item 2B), ceiling runner (Item 2A) or deflection channel (Item 3A). Clips installed over the top of studs and inserted within the ceiling runner or deflection channel. Clip shall be secured to the ceiling runner or deflection channel with No. 8 self drilling, self tapping steel fasteners through holes provided within the clip. Clip may be secured to the stud with No. 6 pan head steel screw through holes provided within the clip. As an altemate, the legs of the clip may be installed over the top of the stud without attachment in accordance with manufacturer's installation instructions. FLEX - ABILITY CONCEPTS L L C - Three Legged Dog Deflection Clip B. Studs - Steel studs to be min 3 -1/2 in. (89 mm) wide. Studs cut 1/2 to 1 in. (13 to 25 mm) less in length than assembly height with bottom nesting in and secured to floor runner. When deflection channel (Item 3A) is used, steel studs attached to ceiling runner (Item 2A) with sheet metal screws located 1/2 in. (13 mm) below the bottom to the deflection channel. When deflection channel is not used, studs to nest in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: May 21, 2008 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mailtechserv@stifirestop.com • Website:www.stifirestop.com HW -D-0044 PAGE 2 OF 3 C. Gypsum Board* Gypsum board sheets installed to a min total 5/8 in., 1 -1/4 in., 1 -1/2 in. or 2 in. (16, 32, 38 or 51 mm) thickness on each side of wall for 1, 2, 3 or 4 hr rated assemblies, respectively. Wall to be constructed as specified in the individual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 or 2 in. (25 or 51 mm) gap' (See Item 3) shall be maintained between the top of the gypsum board and the lower surface of the floor . The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws shall be driven into the ceiling runner or into the optional deflection channel. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System - Max separation between bottom of floor and top of gypsum board (at time of installation of joint system) is 2 in. (51 mm) for 1 and 2 hr ratings and 1 in. (25 mm) for 3 and 4 hr ratings. The joint system is designed to accommodate a max 254percent compression or extension from it's installed width for 1 and 2 hr ratings and a max ;19 percent compression or extension from it's installed width for 3 and 4 hr ratings. The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 3A), as follows: A. Deflection Channel - (Optional) - Max 3 in. (76 mm) deep min 24 gauge galv steel channel sized to accommodate ceiling runner (Item 2A). Deflection channel secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. The ceiling;runner (Item 2A) is installed within the deflection channel to maintain a 1/2 to 3/4 in. (13 to 19 mm) gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner nests inside the deflection channel without attachment. B. Forming Material* - Sections of min 4 pcf (64 kg /m3) density mineral wool batt compressed 50 percent in thickness and installed cut edge first to completely fill the gap between the top of the gypsum board and the bottom of the concrete floor. The forming material shall be installed flush with both surfaces of wall. FIBREX INSULATIONS INC - FBX Safing Insulation IIG MINWOOL L L C - MinWool -1200 Safing ROXUL INC - Safe ROCK WOOL MANUFACTURING CO - Delta Board THERMAFIBER INC - SAF C. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fill material spray applied on each side of the wall between the top of the wall and the bottom of the floor, and overlap a min 1/2 in. (13 mm) onto gypsum board on both sides of wall. Additional 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fill material shall overlap a min 1/2 in. (13 mm) onto the floor on both sides of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, In c. STI Created or Revised: May 21, 2008 1 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E Mail :echserv@stifirestop.com • Website:www.stifirestop.com 11W - D - 0044 PAGE 3 OF 3 hr. System No. W -L -0010 F Ratings - 1, 2, 3 and 4 Hr (See Item 1) T Ratings - 1 and 2 Hr (See Item 1) L Rating at Ambient - Less Than 1 CFM /sq ft L Rating at 400F - Less Than 1 CFM /sq It A i Section A -A i m •ta�� ���; � � i ®�► 1 O AS—a-66-0—S— � ,� m � m �.��PA g i ra eEnrins7 ii 4Qr.e Akik g � ° .�.�! MM �ia �� ORMI11111/11111111111111111 O MOWAS 4j2442 I ,.- 4 .4v. O1 6 *gams ili : ! . m Ii IM 41:, ti 1111 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - For 1 hr and 2 hr E Ratings, wall framing may consist of either wood studs or steel channel studs. For 3 hr and 4 hr F Rating, wall framing to consist of steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3 -1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additional framing members to be installed within the stud cavity to form a rectangular box. B. Gypsum Board* - 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Designs in the UL Fire Resistance Directory. Max area of opening for 1 hr and 2 hr F Ratings is 273 sq in. (0.18 m2) with max dimension of 22 -3/4 in. (578 mm). Max width of opening in wood stud walls is limited to 14 -1/2 in. (368 mm). Max area of opening for 3 hr and 4 hr F Ratings is 228 sq in. (0.15 m2) with max dimension of 22 -3/4 in. (578 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. When installed in a 1 hr fire rated wall, the T Rating is 1 hr. When installed in a 2, 3 or 4 hr fire rated wall, the T Rating is 2 2. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material - Pillows - Max 9 in. (229 mm) long by 6 in. (152 mm) wide by 3 in. (76 mm) thick plastic covered intumescent pillows. Pillows to be installed perpendicular to wall surfaces and to be centered within the wall thickness. SPECIFIED TECHNOLOGIES INC - SpecSeal Firestop Pillows B. Wire Mesh - Nom 1 in. (25 mm) hexagonal wire mesh fabricated from min No. 20 SWG gals steel wire. Wre mesh cut to fit the contour of the opening with a min 2 in. (51 mm) lap beyond the periphery of the opening. Wre mesh secured to framing, through gypsum board, on both surfaces of wall assembly by means of Type S steel screws in conjunction with 1/4 in. (6 mm) by 1 -1/4 in. (32 mm) diam steel fender washers, spaced max 6 in. (152 mm) OC. *Bearing the UL Classification Mark II STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: March 27, 2008 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mailtechserv©strestop.com • Website:www.stfirestop.com W-L -0010 PAGE 1 OF 1 STI System No. W -L -1172 F Ratings - 3 and 4 Hr (See Item 1) T Rating - O Hr L Rating At Ambient - Less Than 1 CFM /sq ft L Rating At 400 F - Less Than 1 CFM /sq ft Section A -A i I Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: November 18, 1999 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mail :echserv@stifirestop.com • Website:www.stifirestop.com D 1 ti 1. Wall Assembly - The 3 or 4 hr fire -rated gypsum wallboard /steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs. Steel studs to be min 3 -5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Multiple layers of min 1/2 in. thick gypsum wallboard. The gypsum wallboard type, thickness, number of layers and orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 13 -1/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be min 1/4 in. to max 1/2 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit, nom 4 in. diam (or smaller) electrical metallic tubing or nom 1 in. diam (or smaller) flexible steel conduit. D. Copper Tubing - Nom 6 in. diam (or smaller) Type M (or heavier) copper tubing. E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Materials* - Sealant -- Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102, 129, 105 Sealant *Bearing the UL Classification Marking 11 W -L -1172 PAGE 1 OF 1 System No. W -L -1173 F Ratings - 3 and 4 Hr (See Item 1) T Rating - 1 Hr L Rating At Ambient - Less Than 1 CFM /sq ft L Rating At 400 F - Less Than 1 CFM /sq ft III ui Section A -A Ul D i 1. Wall Assembly - The 3 or 4 hr fire -rated gypsum wallboard /steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs. Steel studs to be min 3 -5/8 in. wide and spaced max 24 in. OC. Additional framing to be installed within the stud cavity in such a manner to form a rectangular box with a max dimension of 22 -3/4 in. B. Gypsum Board* - Multiple layers of min 1/2 in. thick gypsum wallboard. The gypsum wallboard type, thickness, number of layers and orientation shall be as specified in the individual Wall and Partition Design. Max area of opening is 91 sq in. with max dimensions of 22 -3/4 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One or more pipes, conduits or tubing to be installed within the opening. The space between the pipes, conduits or tubing shall be min 1/2 in. The annular space between the pipes, conduits or tubing and the edges of the opening shall be min. 1/4 in. to max 1 -3/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of pipes, conduits or tubing may be used: A. Steel Pipe - Nom 2 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 2 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 2 in. diam (or smaller) galv steel conduit or electrical metallic tubing (EMT) or nom 1 in. diam (or smaller) flexible steel conduit. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - In 4 hr fire -rated assemblies, min 5 -5/8 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. In 3 hr fire -rated assemblies, min 4 -5/8 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* - Sealant - Min 1 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. SPECIFIED TECHNOLOGIES INC SpecSeal 100, 101, 102, 129, 105 Sealant `Bearing the UL Classification Marking STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: November 18, 1999 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E- Mail :echserv@stifirestop.com • Website:www.stifirestop.com W -L -1173 PAGE 1 OF 1 System No. W -L -2293 F Ratings - 1, 2, 3 and 4 Hr (See Item 1) T Ratings - 1, 2, 3 and 4 Hr (See Items 1) v 1 i 11 Section A -A 1. Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs. Studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3 -1/2 in. (89 mm). The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One nonmetallic pipe or conduit to be centered within the firestop system. The annular space shall be nom 1/2 in. (13 mm). Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Ptpe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Flame Retardant Polypropylene (FRPP) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. F. Polypropylene (PP) Pipe - Nom 1 in. (25 mm) diam (or smaller) Schedule 80 PP pipe for use in closed (process or supply) piping systems. 3. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* -Wrap Strip - Nom 1/8 or 3/16 in. (3.2 or 4.8 mm) thick intumescent material faced on both sides with a plastic film, supplied in 2 in. (51 mm) wide strips. Single layer of wrap strip wrapped around the through penetrant with the ends butted and held in place by means of foil tape. The wrap strip is slid along the through penetrant into annulus such that 1/4 in. (6 mm) of the wrap strip protrudes from the wall. One set of wrap strips to be installed on each side of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal BLU Wrap Strip or SpecSeal BLU2 Wrap Strip B. Fill, Void or Cavity Material* - Sealant - A min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102, 105, 120 or 129 Sealant *Bearing the UL Classification Mark ID STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: October 13, 2003 (800)992 - 1180 • (908)526.8000 • FAX (908)231 - 8415 • E Mail3echserv@stifirestop.com • Website:www.stifirestop.com W - L - 2293 PAGE 1 OF 1 *Bearing the UL Classification Marking #Bearing the UL Listing Mark System No. W-L-3211 F Ratings - 3 and 4 Hr (See Item 1) T Rating - 3/4 Hr Section A -A 11 II II A I 1. Wall Assembly - The 3 or 4 hr fire -rated gypsum board /steel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs. Steel studs to be min 3 -5/8 in. wide and spaced 24 in. OC. B. Gypsum Board* - Multiple layers of min 1/2 in. thick gypsum board. The gypsum board type, thickness, number of layers and orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 4-1/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Steel Sleeve- Cylindrical sleeve fabricated from 0.031 in. thick (No. 22 MSG) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Sleeve installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum board layers. The ends of the steel sleeve shall be installed flush with or slightly recessed from both surfaces of the wall. 3. Cables - Aggregate cross - sectional area of cables in sleeve to be max 34 percent of the cross - sectional area of the sleeve. Cables to be tightly bundled. The annular space shall be min 1/4 in. to max 1 -1/4 in. Cables to be rigidly supported on both surfaces of the wall assembly. Any combination of the following types and sizes of cables may be used: A. Max RG59 /U (or smaller) coaxial cable with fluorinated ethylene insulation and jacketing. B. Max 62.5 /48 fiber optic cable with PVC insulation and jacket. C. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with PVC insulation and jacketing. 4. Firestop System - The firestop system shall consist of the following: A. Packing Material - In 4 hr fire -rated wall assemblies, min 5-5/8 in. thickness of min 4 pcf mineral wool batt insulation packed into opening as a permanent form. In 3 hr fire -rated wall assemblies, min 4 -5/8 in. thickness of min 4 pcf mineral wool batt insulation packed into opening as a permanent form. Packing material to be recessed from each surface of the wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* - Sealant - Min 1 in. thickness of fill material applied within annulus, flush with wall surface both sides of wall. Specified Technologies Inc. - SpecSeal 100, 101, 102, 105, 120 or 129 Sealant �I STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: August 23, 2002 (800)992 -1180 • (908)526 -8000 • FAX (908)231 -8415 • E- Mail:techserv@stirirestop.com • Website:www.stifirestop.com W-L -3211 PAGE 1 OF 1 System No. VII -L -3286 F Ratings - 1, 2, 3 and 4 Hr (See Items 1 and 4) T Ratings - 3/4 and 1 Hr (See Item 4) b 0 • n 1 lllIl III ie 11 1 Section A -A 1. Wall Assembly - The 1, 2, 3 or 4 hr fire rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300. U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either single, double or staggered wood studs or steel channel studs. Wood studs to consist of min 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3 -1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Opening to be max 1/4 in. (6 mm) larger than width and height dimensions of firestop device(s) for rectangular openings. Diameter of circular opening to be nom 4 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Firestop Device* - One, two, three, four or seven firestop device modules ganged together. Each firestop device module consists of a 3 by 3 by 10 -1/2 in. (76 by 76 by 267 mm) long galv steel tube with an intumescent material lining. Firestop device modules to be installed in accordance with the accompanying installation instructions. The space between the firestop device module(s) and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 1/8 in. (3 mm) for square or rectangular plates and min 0 in. (0 mm, point contact) to max 1/2 in. (13 mm) when circular wall plates (not shown) are used. Firestop device module(s) secured in place by means of steel wall plates installed with gasketing material supplied with product. Steel wall plates installed on both sides of wall and secured to each device by means of steel set screws provided with device. Each four- and seven -gang steel wall plate shall be fastened to the studs with steel screws sized to extend through the gypsum board layers and penetrate min 1/2 in. (13 mm) into the framing member. Each firestop device module is to be installed with ends projecting an equal distance beyond each surface of the wall assembly. As an alternate, the four- and seven -gang steel wall plates may be installed directly against the studs for walls having 16 and 24 in. (406 and 610 mm) center -to- center stud spacing, respectively, prior to installation of the gypsum board layers. The steel wall plates shall be secured to the stud by means of steel screws. After installation of the steel wall plates and firestop device modules, the gypsum board shall be installed as specified in the individual U300, U400 or V400 Design with a maximum 1/8 in. (3 mm) gap between the firestop device module and the cutout in the gypsum board. Gap between the firestop device module and the cutout in the gypsum board may be filled with gypsum joint compound or fill material (Item 5). STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: April 6, 2007 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E Mailtechserv©stifirestop.com • Websde:www.stifirestop.com W - L - 3286 PAGE 1 OF 2 SPECIFIED TECHNOLOGIES INC - EZ PATH 3. Firestop Device* - Extension Module - Module attached to ends of 3 by 3 by 10-1/2 in. (76 by 76 by 267 mm) long firestop device (Item 2) to increase its length. Each module consists of a 3 by 3 by 6 in. (76 by 76 by 152 mm) long galv steel tube with an intumescent material lining. Extension module to be installed in accordance with the accompanying installation instructions. When module is used, firestop device (Item 2) and extension module(s) secured in place by means of steel wall plates installed with gasketing material supplied with product. Steel wall plates installed on both sides of wall and secured to each device or extension module(s) by means of steel set screws provided with wall plates. Firestop device and extension module(s) assembly to be installed with ends projecting an equal distance beyond each surface of the wall assembly. SPECIFIED TECHNOLOGIES INC - EZ PATH Extension 4. Cables - Within the loading area for each firestop device module, the cables may represent a 0 to 100 percent visual fill. Cable fill to be distributed at a uniform height across the width of the firestop device module. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types of cables may be used: A. Max 400 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation. B. Max 350 kcmil single copper conductor power cable with XLPE jacket and insulation. C. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation. D. Max 3/C No. 10 AWG metal clad or armored cable with steel or aluminum jacket. E. Max 3/C No. 8 AWG NM cable (Romex) with PVC insulation and jacket. F. Max four pair No. 22 AWG (or smaller) copper conductor data cable with PVC or plenum rated jacketing and insulation. G. Max RG /U coaxial cable with fluorinated ethylene insulation and jacketing. H. Optical fiber cable with PVC or polyethylene (PE) jacket and insulation and having a max diam of 5/8 in. (16 mm). I. Optical Fiber Raceway+ - Max 1 -1/2 in. (38 mm) diam (or smaller) optical fiber raceway ( "innerduct ") formed of either PVC or polyvinylidene fluoride (PVDF) with optical fiber cable fill. Raceways installed in accordance with Article 770 of the National Electrical Code (NFPA 70). When Item 4A, 4B, 4C, 4D or 4E is used, the max F Rating is 2 hr and the T Rating is 3/4 hr. When max 200 pair No. 24 AWG telecommunication cable is used or when Item 4F, 4G, 4H or 41 is used, the max F Rating is 4 hr and the T Rating is 1 hr. 5. Fill, Void or Cavity Material* - Sealant or Putty - (Not Shown) - As an alternate to gypsum joint compound, the gap between the firestop device module and the cutout in the gypsum board may be sealed with fill material on each side of the wall assembly when four- and seven -gang steel wall plates are installed directly against the wood or steel studs. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102, 105, 120 or 129 Sealant, SpecSeal LCI Sealant, SpecSeal Putty +Bearing the UL Listing Mark *Bearing the UL Classification Mark STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: April 6, 2007 (800)992 - 1180 • (908)526 • FAX (908)231 - 8415 • E Maittechserv@stifirestop.com • Website:www.stifirestop.com W - L - 3286 PAGE 2 OF 2 *Bearing the UL Classification Mark System No. WW -S -0051 Assembly Rating - 1, 2, 3 and 4 Hr (See Item 2) Joint Width - 1 In. Max i 11 i 1111 1. Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum board /steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Steel studs to be min 3 -1/2 in. (89 mm) wide by 1 -1/4 in. (32 mm) deep corrosion protected min 25 MSG steel channels. Stud spacing not to exceed 24 in. (610 mm) OC. Studs installed back to back and nominally centered at joint location. B. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm), 1 -1/4 in. (32 mm), 1-1/2 in. (38 mm) or 2 in. (51 mm) on each side of wall for 1, 2, 3 and 4 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 or V400 Series Design in the UL Fire Resistance Directory. The hourly rating of the joint system is dependent on the hourly fire rating of the wall assembly in which it is installed. 2. Joint System - Max width of joint is 1 in. (25 mm). The joint system consists of the following: A. Forming Material - (Optional, Not Shown) - In 2, 3 or 4 hr fire rated wall assemblies, polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation friction fit into joint opening, flush with both surfaces of wall. B. Fill, Void or Cavity Material* - Sealant - In 1 hr fire rated wall assemblies, min 5/8 in. (16 mm) thickness of fill material applied within joint opening. In 2, 3 or 4 hr fire rated wall assemblies, min 1 in. (25 mm) thickness of fill material applied within joint opening. Sealant applied on both sides of wall, flush with both surfaces of the wall. SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, Pensil 300 Sealant 111 STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: November 15, 2007 (800)992 - 1180 • (908)526 - 8000 • FAX (908)231 - 8415 • E • Website:www.stifirestop.com WW - S - 0051 PAGE 1 OF 1 *Bearing the UL Classification Mark System No. WW -S -0052 Assembly Rating - 1, 2, 3 and 4 Hr (See Item 2) Joint Width - 1 In. Max III liQHI A 11111 1. Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum board /steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Steel studs to be min 3 -1/2 in. (89 mm) wide by 1 -1/4 in. (32 mm) deep corrosion protected min 25 MSG steel channels. Stud spacing not to exceed 24 in. (610 mm) OC. Stud installed nominally centered at joint location. B. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm), 1 -1/4 in. (32 mm), 1 -1/2 in. (38 mm) or 2 in. (51 mm) on each side of wall for 1, 2, 3 and 4 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 or V400 Series Design in the UL Fire Resistance Directory. The hourly rating of the joint system is dependent on the hourly fire rating of the wall assembly in which it is installed. 2. Wall Assembly - Min 6 in. (152 mm) thick steel- reinforced lightweight or normal weight (100 -150 pcf or 1600 -2400 kg /m3) structural concrete. When the hourly rating is greater than 3 hr, the min thickness of the wall shall be 7 -5/8 in. (194 mm) Wall may also be constructed of any UL Classified Concrete Blocks *. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System - Max width of joint is 1 in. (25 mm). The joint system consists of the following: A. Forming Material - (Optional, Not Shown) - In 2, 3 or 4 hr fire rated wall assemblies, polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation friction fit into joint opening, flush with both surfaces of wall. B. Fill, Void or Cavity Material* - Sealant - In 1 hr fire rated wall assemblies, min 5/8 in. (16 mm) thickness of fill material applied within joint opening. In 2, 3 or 4 hr fire rated wall assemblies, min 1 in. (25 mm) thickness of fill material applied within joint opening. Sealant applied on both sides of wall, flush with both surfaces of the wall. SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, Pensil 300 Sealant 1110 STI Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: November 15, 2007 (800)992 -1180 • (908)526-8000 • FAX (908)231 -8415 • E- Mailtechserv©stifirestop.com • Website:www.stifirestop.com W W -S-0052 PAGE 1 OF 1 — - = Specified Technologies STI Inc. GENERAL CERTIFICATE of CONFORMANCE Description: SpecSeal® Firestop Products Included Products: Series SSS Intumescent Sealant Series LCI Intumescent Sealant Series LC Latex Endothermic Sealant Series SSP Intumescent Putty Series EP Power Shield"" Box Insert Series SSWRED Intumescent Wrap Strips Series SSWBLUIntumescent Wrap Strips Series SSC Intumescent Firestop Collars Series LCC Intumescent Firestop Collars Series SSB Intumescent Firestop Pillows Series ASI00 Elastomeric Spray Series AS200 Elastomeric Spray Series ES100 Elastomeric Sealant Series SSM Firestop Mortar Pensil Series PEN200 Silicone Foam Pensil Series PEN300 Silicone Sealant Pensil Series PEN300SL Silicone Sealant These products are tested to the following standards where applicable: ASTM STANDARD: E 814 Fire Tests of Through- Penetration Fire Stops E 119 Fire Tests of Building Construction and Materials E 1966 Fire - Resistive Joint Systems E 84 Surface Burning Characteristics of Building Materials E 1399 Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems UL STANDARD 1479 Fire Tests of Through- Penetration Firestops 263 Fire Tests of Building Construction and Materials 2079 Tests for Fire - Resistance of Building Joint Systems 723 Tests for Surface Burning Characteristics of Building Materials Chemical Content Statements: No asbestos, PCB's or water - soluble intumescent ingredients are used or contained in these products. James P. Stahl, Jr. Date Technical Manager February 1, 2002 200 Evans Way, Suite 2 Somerville, N .J. 08876 Phone: (908) 526 -8000 Fax: (908) 526 -9623 Toll Free: (800) 992 -1180 SPeCseabIlli k APPLICATIONS SpecSeal® Elastomeric Spray is designed primarily for the protection of construction joints, curtainwall safing gaps, and certain through - penetrations. PERFORMANCE PHYSICAL PROPERTIES PROPERTIEa .. SERIES AS SPRAY • Cobr Odor Specific Gravity Solids Flame Spread Smdce Developed Movement Carerage Viscosity PH Pate Blue and led Mild Latex 1.1 7916 0 128 soft /gal @ 118(0.31 sq mfl @ 3.2 mm) 110,000cps 7.5 Technical Service 1-800-992-1180 S � www.stifirestop.com SERIES AS200 ELASTOMERIC SPRAY PRODUCT DESCRIPTION SpecSeal® Elastomeric Spray is a non - halogenated latex- based, highly elastomeric coating designed to provide passive smoke and fire protection in construction joints. SpecSeal® Elastomeric Spray is engineered to adhere to virtually all construction surfaces and may be applied using airless spray equipment or with a brush (for small applications or touch ups). SpecSeal® Elastomeric Spray dries to form a flexible shield against the propagation of fire. Its premium latex binder system is totally resistant to water and will not re- emulsify after drying. SpecSeal® Elastomeric Spray contains no inorganic fibers, asbestos, solvents. FEATURES • Water-Based for easy installation and cleanup • Non-halagensted. • Thixotropic for high -build application. • Auto Bonding. • Safe... no solvents! No asbestos! • Flexible! • Water Resistant! • Low Abrasion for longer pump life and less maintenance. • ULClasstied. • Tested with spray applied fire resistive materials (SFRM). • Paintable When applied to a wet film thickness of 118" (3.2 mm) over appropriate backing materials, SpecSeal® AS200 Elastomeric Spray has been successfully tested in one, two, three and four hour joints tested in accordance with ASTM E1966 (ANSIAJL2079). This product has also been tested for use in Perimeter Fire Barrier Systems in accordance with ASTM E2307 -04. Consult factory for individual system designs and application requirements. LIMITATIONS: Use product as per manufacturer's instructions. Use only in applications per the manufacturer's tested and published designs or specific recommendations. End user must ultimately determine the suitability of the product and designs to his specific requirement and assumes responsibility for its use. PRODUCT CONTAINS WATER AND IS CONDUCTIVE UNTIL DRY. DO NOT APPLY N THE PRESENCE OF EXPOSED OR ENERGIZED ELECTRICAL CONDUCTORS. cr '41 CLASSIFIED FORMING MATERIALS FOR USE IN JOINT SYSTEMS SEE UL DIRECTORY OF PRODUCTS C ' US CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY 3L73 APPROVED PROPERTIES . SERIES AS SPRAY Sokent Carderd In-SeivioeTemp. Drying Time None s120° F (49° C) Tack Free 2 Hours Dry Thrcugh 24-48 Hours" SIC Rating 61 VOC Content° 0.16lb/gal (20.0g) Shelf life 1 yr. *Tested toASTM Ea4 (UL723) @ 14% mange. "500 Odes per UL207R AC30 (IC80) and ASTM E1399 "Depended on temperature and humidly. 'Per ASTM D3960 EPA Fed Reference Method 24 Sil Product Data Sheet • Series AS200 Flast Spray • FOD-5042 10/2008 1 FIG. 1: METALLIC PIPE PENETRATIONS - CONCRETEIMASONRY FLOORS & WALLS Optional Sleeve Elastomeric Spray Mineral Wool Metallic Pipe Elastomeric Spray Metallic Pipe Mineral Wool Optional Sleeve UL System No. C -AJ -1318 F Rating — 2 Hr • T Rating — 0 Hr Steel or Iron Pipe: <12 ", Copper Pipe: <6" Annulus: Point Contact to 2" Forming Material: Nom 4 pcf mineral wool to 4° depth Spray Depth: 1/8" wet depth ( +1/2" overlap) FIG. 2: SLAB -EDGE SAFING GAP APPLICATIONS Stilfhack Angle Mineral Wool Sating Aluminum Mullion Vision Glass Continuous ©'I ti ElaSerie Angles Spray Panel Curtain Wall Insulation Concrete Slab UL System No. CW-S-2061 F Rating — 2 Hr • T Rating —1/4 Hr Linear Opening Width - 8 In Max L Rating At Ambient - Less than 1 CFM/Lin Ft L Rating At 400° F - Less Than 1 CFM/Lin Ft FIG. 3: HEAD- OF-WALL APPLICATIONS Mineral Wool Bail Insulation Elastomeric Spray Optional EMT/Condult Concrete Over Steel deck , Gypsum Board Wall UL System No. HW -D-0043 Assembly Ratings -1,2,3 and 4 Hr. Nominal Joint Widths -1 and 2 In. L Rating At Ambient - Less than 1 CFM/Lin Ft. L Rating At 400° F - Less Than 1 CFM/Lin Ft. Class II Movement Capabilities - 19% and 25% Compression and extension. 2 Sll Product Data Sheet • Series AS200 Elasi Spray • FOD-5042 10/2008 Technical Service 1- 800 -992 -1180 www.stifirestop.com STI SPECIFICATIONS The fire protective joint coating shall be a water- based, non - halogenated elastomeric coating and shall contain no solvents, inorganic fibers, nor asbestos. The coating shall dry to form a flexible, moisture resistant film and shall adhere to all common construction surfaces. The coating shall be thixotropic and shall be capable of being applied by brush or by airless spray. The approved coating shall be SpecSeal® Elastomeric Spray. SPECIFIED DIVISIONS DIV. 7 07 84 00 Through - Penetration Firestopping DIV. 4 04 22 00 Concrete Unit Masonry DIV. 7 07 21 00 Thermal Insulation DIV. 8 08 44 00 Curtain Wall and Glazed Assemblies INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Recommended storage temperatures range between 40 °F (4 °C) and 95 °F (35 °C). Installation temperature must be between 40°F (4°C) and 95T (35 °C). Recommended application temperature range is 60 °F (16°C) to 90 °F (32°C). When applying product at the lower end of the temperature range, warming the material to 70 °F (21 °C) will enhance drying characteristics. Drying time will vary according to prevailing temperature and humidity. Allow to thoroughly dry before exposure to moisture. Consult appropriate manufacturer's drawing for system design requirements. Forming or packing materials are required as an integral part of various system designs. Coating may be applied by airless spray in a single pass up to 3/16" (4.8mm) wet coating depth. If applying by brush or spraying on vertical surfaces where coating appears to be prone to slumping, multiple coats or the application of a thin tack coat may be required. DO NOT ATTEMPT TO THIN PRODUCT BY ADDING WATER. When dry, may be painted using most non - solvent based paints. MAINTENANCE Inspection: Installations should be inspected periodically for subsequent damage. Following safety precautions listed below (See Precautionary Information) and pertinent installation guidelines, remove coating in damaged areas down to undamaged material. Reapply fresh coating material to original coating thickness. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available at the Technical Library at www.stifirestop.com. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. The use of an OSHA or NIOSH approved mask for dust and mist environment is recommended. Apply in areas with adequate ventilation. AVAILABILITY SpecSeal® ElastomericSpray is available from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors. Technical Service 1-800 -992 -1180 ,S www.stifirestop.com STI Product Data Sheet • Series AS200 (fast Spray • FOD-5042 10/2008 3 TABLE A: APPLICATION EQUIPMENT NOTICE: Spray application of SpecSeal Elastomeric Spray requires airless spray equipment meeting the following specifications: Working Pressure: Min. 2500 PSI (172 Bar) Delivery: Min. .72 U.S. gpm (27I/min.) recommended Spray Tip Orifice: 0.023" to 0.026 "(0.58 to 0.66 mm) recommended Wetted Parts All seals and contact surfaces suitable for contact with latex emulsions. A minimum 3/8" (9.5 mm) fluid line is required, a 1/2"(13 mm) line is preferred. Consult pump manufacturer for long hose runs or lifts to higher elevations. A reversible spray tip is recommended. A 6" (152 mm) fan pattern is suggested to minimize overspray. The following airless spray equipment has demonstrated suitability for application of this product. STI makes no warranties concerning the suitability or use of this equipment and has no affiliation of any kind with its manufacturer. Manufacturer Titan Tool Inc. Grano Inc. Model Number & Description 740ix Electric Airless Sprayer Ultra Max II 695 Electric Airless Sprayer SpecSeal® Elastomeric Spray Is available In 5 gal. pails, 55 gal drums are available on a special order basis. CITY OF NEW YORK MEA 31aag.M Inportant Notice: All statements, technical infomtation, and recommendations contained herein are based upon testing believed to be reliable, but the aoauadi and completeness thereof is not guaranteed. WARRANTY: Specified Technologies Inc. manufactures its goods in a manner to be free d defects. Should any defect occur in its goods (within one year), Specified Tedindogies Inc., upon prompt nctification, will at its cption, exchange or repair the goods or refund the purchase price. Limitations and Exclusions: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation nd owned herein shall have any force or effect urdess in an agreement signed by officers d seller and nranudaaurer. MADE IN THE USA — COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. — Specified Technologies Inc. STL Specified Technologies Inc. • 200 Evans Way, Somerville NJ 08876 • Phone: 800.992.1180 • Fax: 908.526.9623 4 511 Product Data Sheet • Series AS200 Elan Spray • FOD 10/2008 Technical Service 1-800 -992 -1180 www.stifirestop.com STI. Table A PRODUCT'NANI,E ) "�;, Color Pale Blue or Red Odor NTld Latex Density 10 Lb/Gal (1.19 10.) Solids 68% pH 7.5 In- SenaoeTemp. s120°F (49°C) Flame Spread 5 Smoke Development 5* Movement ±25%" SoNerd Content None Drying Time Tads Free 2 Hours" Dry through 5 to 7 days" STC Rating 62 Shelf Life 2 yrs VOC 15gIL (1251dgal.) ' Tested toASIM E84 (UU23) at 14 % surface "500 (fides per UL2079, AC30 (ICBO) and ASTM E1399 "Dependent on temperature and humidity ��,ec�ea►�l!!�ill�i� SERIES ES ELASTOMERIC SEALANT APPLICATIONS SpecSeal® Elastomeric Sealant is designed primanly for the protection of construction joints. PHYSICAL PROPERTIES FIG. 1: EXAMPLE OF MAINTAINING STC VALUES OF WALL AND CREATING AN EFFECTIVE SOUND BARRIER Arrows show path of sound travel. Sealant reduces sound ransmission by blocking path of sound travel. PRODUCT DESCRIPTION SpecSeal® Elastomeric Sealant is a non - halogenated latex- based, highly elastomeric caulk designed to provide passive smoke and fire protection in construction joints. This material is also designed to restore sound attenuation properties to sound -rated ceilings and partitions. SpecSeal® Elastomeric Sealant is engineered to adhere to virtually all construction surfaces and may be applied using standard caulking equipment or by troweling. SpecSeal® Elastomeric Sealant dries to form a flexible shield against the propagation of fire. Its premium latex binder system is totally resistant to water and will not re- emulsify after drying. SpecSeal® Elastomeric Sealant contains no inorganic fibers, asbestos, or solvents. PERFORMANCE FEATURES;,; • Water -Based for easy installation and cleanup. • Non - halogenated • Thixotropic for high -build application. • Auto bonding. • Safe._ No solvents! No asbestos! • Elastomeric! • Water - Resistant! UL Cbssified. • Acoustical sealant • Paintable When applied to a wet film thickness of 1/4" (6.3 mm) to 1/2" (12.5 mm) over appropriate backing materials, SpecSeal® Elastomeric Sealant has been successfully tested in one, two, three and four hour joints when tested in accordance with UL2079 (ASTM E1966). All tested systems have been cycled 500 times at total movement up to t 25%. Consult factory for individual system designs and application requirements. LIMITATIONS: Use product as per manufacturer's instructions. Use only in applications per the manufacturer's tested and published designs or per specific recommendations. End user must ultimately determine the suitability of the product and designs to his specific requirement and assumes responsibility for its use. SSI% C uL US Fll, VODORCAVIlY MIRO CDSEIFIEM111BMPoIHSDICIRAIORES 4) FOR LSE IN 1413113FPRFIPATCN of STOP MIR& sg LL FRE R66TNAE DREOTOR/ LIEERNITEIS IOBORATD' tESIFC® CIASFl® WAILPraECIIONMIER &SEEPRIACFCAIBM IN LL FILL NESISTANE DRECIORY DA SSFEDFIL ,VOLkORCADYNEROFM USE INIHIO )31-fF#IRATICNFRESTCPSISTR& S`£ LL DREDFORI'OFPRODUCTS f9iDFIDFCRCWAND LLFRE RESTATE DREC1 W APPROVED FIG 2: RECOMMENDED JOINT DESIGNS - AVOIDING THREE -POINT ADHESION In the example shown above, sealant is applied (over foam backer rod) flush with wall surface. Backer rod provides a release surface allowing sealant to contract after drying to the recommended hour glass cross - sectional profile. Bond Breaker Tape Sealant This example illustrates sealant applied to three planes. Bond breaker tape is applied to one surface to prevent three -point adhesion, eliminating stress on joint as sealant dries and enhancing movement capabilities. = _ Technical Service 1-800-992-1180 STI www.stifirestop.com 5Tf Product Data Sheet • ES Elastomeric Sealant • F0D -5032 05/2007 1 1 FIG. 3: HEAD -OF -WALL JOINT - GYPSUM WALLBOARD WALL TO CONCRETE FLOOR SPECIFICATIONS The fire protective sealant shall be a water - based, non - halogenated, elastomeric and shall contain no solvents, inorganic fibers, nor asbestos. The sealant shall dry to form a flexible, moisture resistant seal and shall adhere to all common construction surfaces. The sealant shall have demonstrated sound attentuation properties. The approved sealant shall be SpecSeal@ Elastomeric Sealant. SPECIFIED DIVISIONS DIV. 7 — 07 84 00 Firestopping DIV. 7 — 07 84 43 Fire Resistant Joint Sealants INSTRUCTIONS GENERAL: Areas to be protected must be dean and free of oil, loose dirt, rust or scale. Recommended storage and application temperatures range between 40 °F (4 °C) and 95°F (35°C). When applying product at the lower end of the temperature range, warming the material to 70 °F (21 °C) will enhance drying characteristics. Drying time will vary according to prevailing temperature and humidity. Allow to thoroughly dry before exposure to moisture. Consult appropriate manufacturer's drawing for system design requirements. Forming or packing materials may be required as an integral part of various system designs. See Table B tor estimation information. Sealant is auto - bonding and may be applied in stages. DO NOT ATTEMPT TO THIN PRODUCT BY ADDING WATER. THIS PRODUCT IS DESIGNED FOR PROFESSIONAL INSTALLATION ONLY. This sealant is designed to contract while drying. Proper joint design is critical to sealant performance. Avoid three point adhesion through the use of appropriate backing or bond- breaking materials. See Figure 2 for recommended joint designs. Consult ASTM C1193 Standard Guide for Use of Joint Sealants for additional guidelines concerning the proper application of sealant materials. MAINTENANCE Inspection: Installations should be inspected periodically tor subsequent damage. Following safety precautions listed in Precautionary Information and pertinent installation guidelines, remove coating in damaged areas down to undamaged material. Reapply fresh coating material to original coating thickness. Elastomeric Sealant UL System No. HW -D-0079 Assembly Rating -1 & 2 Hr • Movement Capabilities: 25% Compress. Nominal Joint Width: 3/4 "• Forming Material: In 1 hr walls, apply bond breaker tape to ceiling track. Sealant Depth: 5/8 on both sides. FIG. 4: HEAD -OF -WALL JOINT - GYPSUM WALLBOARD WALL CUT TO FIT CONTOURS OF STEEL DECK Elastomerlc Sealant Backer Rod 2 Sil Produd Data Sheet • ES Elastomeric Sealant • FOD -5032 05/2007 Mineral Wool Assembly Gypsum Wallboard Assembly Steel Deck Assembly Gypsum Wallboard Assembly UL System No HW- D-0103 Assembly Rating -1 & 2 Hr • Movement Capabilities: 25% Compress. Nominal Joint Width: 3/4 • Forming Material: In 1 hr walls, apply bond breaker tape to ceiling track. Sealant Depth: 1/2 depth on both sides. FIG. 5: HEAD -OF -WALL JOINT - GYPSUM WALLBOARD WALL TO CONCRETE OVER STEEL DECK Steel Deck Assembly Elastomerlc WPM mimml Ai*/ Sealant • I Gypsum P Wallboard P '1 Assembly UL System No. HW -D-0034 Assembly Rating - 1 & 2 Hr • Movement Capabilities: ±25% Compress/Extend. Nominal Joint Width:1" • Forming Material: Nom 4 pcf mineral wool to full depth. Sealant Depth: 1/2" depth on both sides. Technical Service 1 -800- 992 -1180 — "— www.stifirestop.com ST• FIG. 6: HEAD -OF -WALL JOINT - MASONRY WALL TO CONCRETE OVER STEEL DECK A Elastomeric Sealant Elastemene Seili lit Backer Rod • Steel Deck Assembly UL System No. HW -D-0039 Assembly Rating — 2 Hr Movement Capabilities: ±25% Compress/Extend. Nominal Joint Width: 1" Forming Material: Nom 4 pcf mineral wool to full depth. Sealant Depth: 1 /4" depth on both sides. FIG. 8: FLOOR -TO -FLOOR JOINT - CONCRETE FLOOR TO CONCRETE FLOOR Concrete Floor Assembly UL System No. FF -D -0005 Assembly Rating — 3 Hr Movement Capabilities: ±12.5% Compress /Extend Nominal Joint Width: 1 Forming Material: Optional foam backer rod. Sealant Depth: 1/2 top and bottom. FIG. 10: FLOOR -TO -FLOOR JOINT - CONCRETE FLOOR TO CONCRETE FLOOR roe�W Iln1111M111ln4ll 111111111111111111111 111111111111111111111 11 1111111 ttt Itttttt 11 1111 111111.1.111111111.1 111111111111111111111 111111111111111111111 ltlllllllll11l1111111 IIIIIIIIIILIIIIIIIIII lIItIllllllllllllllll 1 111111 L11111111111111 Concrete Floor Assembly UL System No. FF -D -1008 Assembly Rating — 3 Hr Movement Capabilities: ±15% Compress/Extend Nominal Joint Width: 4 Forming Material: Nom 4 pcf mineral wool to 4" depth. Sealant Depth: 1/2" depth of sealant. Technical Service 1 -800- 992 -1180 my I www.stifirestop.com FIG. 7: HEAD -OF -WALL JOINT - MASONRY WALL TO CONCRETE FLOOR Caeorte Row Assembly UL System No. HW- D-0041 Assembly Rating — 3 Hr Movement Capabilities: ±12.5% Compress /Extend or 25% Compress. Nominal Joint Width:1" or 3/4" (See System). Forming Material: Optional foam backer rod. Sealant Depth: 1" or 1/2 (See System) on both sides. FIG. 9: FLOOR -TO -WALL JOINT - CONCRETE FLOOR TO \CONCRETE WALL Concrete Floor - To-Wall Elastomeric Assembly Sealant Backer Rod UL System No. FW- D-0005 Assembly Rating — 3 Hr Movement Capabilities: ±12.5% Compress/Extend Nominal Joint Width: 1 Forming Material: Optional foam backer rod. Sealant Depth: 112 top and bottom. FIG. 11: FLOOR -TO -WALL JOINT - CONCRETE FLOOR TO CONCRETE WALL 11111 1 11111 1 11111 111111 1111111 1111111 1111111 1111111 1111111 111111 111111 111111 1111 11 111111 111111 Illlll 111111 Illlll a 11111 11111 11111 11111 11111 11111 11111 11111 11 111 UL System No. FW- D-1007 Assembly Rating — 3 Hr Movement Capabilities: ±15% Compress/Extend Nominal Joint Width: 4" Forming Material: Nom 4 pcf mineral wool to 4" depth. Sealant Depth: 1/2 depth of sealant. 511 Product Data Sheet • ES Elastomeric Sealant • F0D -5032 05/2001 3 Table B: PRODUCT ESTIMATION INFORMATION (Construction Joints) TECHNICAL SERVICE JOINT PER 114' INSTALLED DEPTH PER 11? INSTALLED DEPTH PER r• INSTALLED DEPTH Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available at the Technical Lib rary at W mom CU NIT FT/GAL cw+aoFT W IN/FT FT/GAL GPL100FT a, wrT 7 100 FT 0.5 1.5 154 .65 3 77.0 1.3 6 38.5 2.6 0.75 2.3 102 .95 4.5 51.3 1.9 9 25.7 3.9 1.0 3.0 77 1.3 6.0 38.5 2.6 12 19.3 5.2 1.5 4.5 51 2 9.0 25.7 as 18 12.8 7.8 .w 8tifirestop.com, 2.0 6.0 38 2.6 12 19.3 5.2 24 9.6 10.4 2.5 8.0 31 3.3 15 15.4 6.5 30 7.7 13.0 3.0 9.0 25 3.9 18 12.8 7.8 36 6.4 15.6 3.5 11 22 4.6 21 11.0 9.1 42 5.5 18.2 4.0 12 19 5.2 24 9.6 10.4 48 4.8 20.8 5.0 15 15 6.5 30 7.7 13.0 60 3.9 26.0 6.0 18 12 7.8 36 6.4 15.6 72 3.2 31.2 PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. Apply in areas with adequate ventilation. AVAILABILITY SpecSeal® Elastomeric Sealant is available from authorized distributors nationwide. Consult factory for the names and locations of the nearest sales representatives or dstrlbutors.illu ORDERING INFORMATION SpeoSael®&stain:ItSealant Is available In caulk tubes, salsages and pails Cat. No. Description ES100 10.1 oz. Tube (300 ml) 18.2 cu.in. ES129 29.0 oz. Tube (858 ml) 52 cu in ES120 20 oz. Sausage (592 ml) 36 cu. in. ES105 5 Gal. Pail (19.0 liters) 1,155 cu.in. CITY OF NEW YORK MEA 290 -984 IMPORTANT NOTICE: Al statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is rrat guaranteed WARRANTY Specified Technologies Inc manufactures its goods in a manner to be tree of detects. Should any defect oaur in is goods (within one year), Speared Technologies Inc , upon prompt rotliication, will at its option, exchange or repair the goods or relunrl the purchase price. UMITATIONSAND EXCUISIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPUED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE CR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE No statemerr or reconrner>dation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA - COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. Specified Technologies Inc. STI• Specified Technologies Inc. • 200 Evans Way, Somerville NJ 08876 • Phone: 800.992.1180 • Fax: 908.526.9623 4 STI Product Data Sheet • ES Elostomeric Sealant • FOD-5032 05/2007 Technical Service 1-800-992-1180 -= www.stitirestop.com STT, APPLICATIONS EZ•.Path FIRE RATED PATHWAY EZ Path® Series 33 Fire Rated Pathway is designed for easy installation in floors and walls. Tested and approved cable capacities range from 0 to 100% visual fill. EZ Path® Series 33 Fire Rated Pathway when installed with available wall plates is designed for new cable installations. In these installations, the device does not require mechanical attachment to either the wall or the wall framing and may be installed after the wallboard has been installed. EZ Path's® split body design also allows the device to be easily disassembled and installed around previously installed cables in existing construction. EZ Path® Series 33 Fire Rated Pathway provides exceptional cable capacity. A single unit installed in awall exceeds the cable carrying capacity of a 4" (102 mm) sleeve utilizing typical putty firestop systems (35% cable loading). Multiple ganged devices utilizing available duplex, or triplex wall plates provide additional capacity or segregation of cables by use, type, installer or vendor as desired. SPECIFIED DIVISIONS DIV. 7 07840 Through- Penetration Firestopping DIV. 16 16050 Basic Electrical Materials & Methods - Technical Service 1-800 -992 -1180 STL www.stifirestop.com EZ PATH® SERIES 33 FIRE RATED PATHWAY PRODUCT DESCRIPTION The EZ Path® Fire Rated Pathway is a raceway device designed to allow cables to penetrate fire -rated walls and floors without the need for firestopping. This device features a built -in fire and smoke sealing system that automatically adjusts to the amount of cables installed. Once installed in a fire barrier, cables can be easily added or removed at any time without the need to remove or reinstall firestopping materials. EZ Path® Series 33 Fire Rated Pathway consists of an enclosed heavy gauge galvanized steel raceway lined with intumescent material engineered for rapid expansion when exposed to fire or high temperatures, quickly sealing the pathway and preventing the passage of flames and smoke. EZ Path® Series 33 Fire Rated Pathway is painted safety orange for easy identification. Its compact square profile allows a maximum number of cables to be installed in a relatively small area. The pathway measures approximately 3" x 3" and is 10.5" (76 x 76 x 267 mm) long. PERFORMANCE • Easy to install. • No firestopping required. • Firestopped at all stages of use. • UL Tested - Low Leakage! • UL Classified for the complete range of its capacity. • Wireways can be ganged for additional capacity. • Permits cable segregation by use, type, vendor. • Match the capacity of a 4" (102 mm) conduit. EZ Path® is UL Tested and Classified in accordance with ASTM E814 (UL1479). Systems are available for common floor and wall constructions with ratings up to and including 4 hours. 8L98 Firestop Device for use in through - penetration firestop systems. See UL directory of products certified for US Canada and UL fire resistance directory. APPROVED SPECIFICATIONS All data, video, and communications cable bundles shall utilize an enclosed fire -rated pathway device wherever said cables penetrate rated walls. The fire -rated pathway shall contain a built -in fire sealing system sufficient to maintain the hourly fire rating of the barrier being penetrated. The self- contained sealing system shall automatically adjust to the installed cable loading and shall permit cables to be installed, removed, or retrofitted without the need to remove or reinstall firestop materials. The pathway shall be UL Classified and/or FM Systems Approved and tested to the requirements of ASTM E814 (UL1479). STI Product Data Sheet • Series EZP Fire Rated Pathway • FOD 10/2005 1 TABLE A: WALL OPENING DIMENSIONS Shell Conposibon 0.059' Gal. Steel (15 mm) CONFIGURATION SINGLE DOUBLE TRIPLE FOUR SEVEN Square or Rectangular Using Wall Plates - Gypsum Board or Masonry Opening Height 3-1/8" (79 mm) 3-1/8" (79 n, 3-1/8" (79 mall 3 -1/8" (79 mm) 3-1/8" (79 mm) Opening Width 3-1/8" (79 mm) 6-1/8" (156 mm) 9-18" (232 mm) 121/8" (308 mm) 21 -1/8" (537 mm) Square (Using Sealant - No Wall Plates) - Gypsum Board or Masonry Opening Height 3-1/8" (79 mm) N/A N/A N/A N/A Opening Width 3-18" (79 mm) N/A N/A N/A N/A Round (Using Sealant - No Wall Plates) - Masonry Opening Diameter 4" (102 mm) N/A N/A N/A N/A TABLE B: TECHNICAL DATA Shell Conposibon 0.059' Gal. Steel (15 mm) Cable Loading Area 6 sq. in. (nom) Allowable Cable Fill Visual Total Leakage Area 0.0065ft (0.0006 rrt Wall Area Required (ft Device) 6.52' (0.61 m Fire Resistance Ratings 12 3, and 4 Hour Expansion Begins 350' F (171'C) Volume Expansion 800% Sample Cable Volume (Cat 5) 120 (nom) In- Service Temp. s 120°F (49 Shelf Life No Limit Per UBC 905.23@ 100% Visual Fill INSTALLATION INSTRUCTIONS UL Classified Systems presently cover installations in framed gypsum board walls as well as masonry walls and floors with ratings of up to four hours. Installation in walls for new cabling installations utilizes one to seven devices with appropriate wall plates and gaskets (See Table C - Required Components). Wall plates are secured to raceway using an alien wrench provided by the manufacturer with each kit. Installation is easily and quickly accomplished using the following steps: 1. Measure and cut a suitably sized square or rectangular opening through wall (See Table A for required opening dimensions). 2. Using gauge marks conveniently stamped on the device lid, pre - position and fasten one wall plate to raceway (See Fig. 1). 3. Using wall plate gaskets (provided) insert raceway through wall (See Fig. 2). 4. Working from the opposite side of the wall, install remaining gasket and wall plate to complete the installation. 2 Wall installation for existing cables 1. For normal sized openings, the opening is squared off and a single EZD33FWS pathway is installed in the wall. The periphery is sealed using SpecSeal® Firestop Sealant. Optional positioning clamps (See Table D: ORDERING INFORMATION) position and secure the device within the wall prior to caulking (See FIG. 3). 2. For oversized openings, the EZDP33WR kit is recommended. The kit provides an EZ Path® device, gasket and wall plates. Detailed installation instructions are provided with the kit. 5TI Product Data Sheet • Series EZP Fire Rated Pathway • FOD-5079 10/2005 Technical Service 1 -800 -992 -1180 www.stifirestop.com ST" TABLE C: REQUIRED COMPONENTS All Components Induded Raceway Plats !GIs New Cable Installation Using Wallpiales Single Raceway (Complete KO (1) EZDP33FWS Single Roomy WA (1) EZD33FWS (1) EZP133W Double Raceway WA (2) EZD33FWS (1) EZP233W Triple Raceway WA (3) EZD33FWS (1) EZP333W Fora Gang Raceway WA (4) EZD33FWS (1) EZP4 3W Seven Gig Raceway WA (7) EZD33FWS (1) EZP733W New / Existing Cable lnstallaticn Using Sealant SmgleRaceway WA (1)EZD33FWS (1)EZP133PC Existing Cable lnsea0elons(Retro-Rt) Single Pathway (Complete ICI) (1) EZDP33WR WA N/A CA BLE INSTALLATION Cables may easily be added or removed at any time without removing or reinstalling the fire seal. Cables may be added individually or in bundles. Wrapping ends with a low- friction tape facilitates cable insertion. A self- adjusting cable throat automatically adjusts to accommodate the cable bundle as it passes through the raceway. To minimize smoke leakage, it is recommended that cables be distributed evenly across the bottom of the raceway and built up in even layers. MAINTENANCE TECHNICAL SERVICE AVAILABILITY No maintenance of the pathway is normally required. The interior of the device should be inspected before and after any modifications to the cable bundle. If any damage to the intumescent pads lining the top and bottom of the pathway is found, contact the factory to obtain replacements. Technical information including Product Data Sheets, Installation Instructions, applicable UL Classified Systems, Certificates of Conformance, and suggested specifications are available at the company's web site (www.stifirestop.com). For all other information, contact the manufacturer directly by dialing (800) 992 -1180. PRECAUTIONARY INFORMATION The use of this device is subject to local, regional and national codes. Consult the local Building Code Official or Authority Having Jurisdiction regarding any regional or local requirements that might influence the selection or use of this product. See Table C - Required Components and Table D - Ordering Information. EZ Path Fire -Rated Pathway Products are available from designated authorized STI distributors. Consult the factory or visit the web site (www.stifirestop.com) for the names and locations of the nearest sales representatives or distributors. For new cabling installations. Retrofitting existing cable installations may require firestop sealant. See INSTALLATION. Technical Service 1-800-992-1180 S TL www.stifirestop.com Sil Produd Data Sheet • Series EP Fire Rated Pathway • FOD-5079 10/2005 3 (AVAILABILITY CONTINUED) TABLE D: ORDERING INFORMATION CAT. NO. EZDP33FWS EZDP33WR EZD33FWS EZD22 EZP133W EZP233W EZP333W EZP433W EZP733W RCM33 EZP133K EZP133R EZP133PC SSS100 LCI300 PEN300 DESCRIPTION Single Device, full kit includes wall plates & labels. Single Device, Retro -fit kit includes wall plates & labels. Fire Rated Pathway Device. Single Mini Device, full kit includes wall plates & labels. One pair (2) single mounting plates with wall labels. One pair (2) double mounting plates with wall labels. One pair (2) triple mounting plates with wall labels. One pair (2) four gang mounting plates with wall labels. One pair (2) seven gang mounting plates with wall labels. One Pair (2) radious control modules. One single Kick -In plate. One pair (2) retro -fit plates. One pair (2) positioning clamps. SpecSeal Intumescent sealant 10.1 oz. tube. SpecSeal Intumescent sealant 10.1 oz. tube. Pensil Silicone sealant 10.3 oz. tube. City of New York MEA 369-02-M Additional SpecSeal Products. Series SSS Sealant The industry's most versatile sealant provides the tirestopping solutions for a wide range of combustible and noncombustible applications. Water -based intumescent sealant expands up to 8X! Irtu rnevam1 Wrap Strps Two grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion (up to 30X). Systems for plastic pipes including FR Polypropylene up to 8" trade size! SSC & LCC Fuestcp edam Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF, and FRPP. LCC Collars are available up to 4" and SSC Collars are available up to 6" trade size. Fuestop Mortar Lightweight, versat&e and economical The best choice for large or complex installations SSP Frestcp Putty Available both in bar form and in pads, putty provides easy reeufafar through- penetratias and economical protection for electrical boxes Pes!I®S kones Sealants andtoamfor thrcuxJtrpenelratiors and construction pmts Urtaccelledagrg characteristics and fle :idly. Elastomeric Joint Seals New economical products for sealing construction joints. Choose caulk or spray applied products tested to UL2079. IMPORTANT NOTICE: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is nct guaranteed. WARRANTY Specified Technolo Inc manufactures its goods in a manner to be free of defects. Should any defed occur in its goat (within ate year), Specified Techndogies Inc., upon proms notification, will at its option, exchange or repair the goods a refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES ING. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement Of recommendation nd contained herein shall have any force or effect unless in an agreement signed by officers d seller and manufacturer. 4 MADE IN THE USA — COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. STI. Specified Technologies Inc. Specified Technologies Inc. • 200 Evans Way, Somerville NJ 08876 • Phone: 800.992.1180 • Fax: 908.526.9623 Sit Product Data Sheet • Series EZP Fire Rated Pathway • FOD- 501910/2005 Technical Service 1 -800 -992 -1180 www.stifirestop.com S1'L spc - � alo!11II4 Reproduced from Electronic Media PRODUCT DATA SHEET Firestop Illows FEATURES • Intumescent: Expands in all directions for a tough, tight seal. • Reinstallable for easy retrofitting of cables. • Lightweight for ease of installation. Easier wire screen requirements. • Heat - Sealed Poly Bag: Strong & durable. No sewn seams to unravel or tear. No irritating fiberglass. Slide in and out easier. • Monolithic Encapsulated Core No loose fill! • No Special Tools Required! • Superior Air Leakage Ratings! 3L73 FILL, VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES INC. ® FOR USE IN THROUGH - PENETRATION FIRESTOP SYSTEMS. SEE UL FIRE RESISTANCE DIRECTORY CLASSIFIED FILL, VOID, OR CAVITY MATERIALS FOR USE IN THROUGH- PENETRATION FIRESTOP SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY Page 1 of 4 1. PRODUCT DESCRIPTION SpecSeal® Firestop Pillows are through-penetration firestop products resembling small cushions or soft bricks. These intumescent and highly resilient pillows are installed in openings by compressing and stacking into the opening in a brick -like fashion. SpecSeal® Firestop Pillows consists of a mineral fiber core material sealed with a water- resistant intumescent membrane. This coated core material is then heat - sealed in a tough, nonirritating, fire - retardant poly bag. 2. APPLICATIONS SpecSeal® Firestop Pillows are particularly well suited for firestopping medium to large openings utilizing data, communications, power, or control cables, innerduct, and cable trays. This method of sealing offers easy retrofitting of cable installations without the need to damage the firestop seal. Difficult applications such as one -sided shaft wall installations may be easily firestopped with this material. LIMITATIONS: In service temperatures must not exceed 150 °F (65 °C). Firestop pillows are not suitable for wet locations. Do not expose product to chemical environments that are harmful to LDPE (low density polyethylene). PILLOWS ARE NOT DESIGNED TO BE USED ASACABLE SUPPORT SYSTEM. Cables must be independently supported to prevent their weightfrom resting upon the pillows. 3. PHYSICAL PROPERTIES See Table A 4. PERFORMANCE SSB Pillows are the basis for systems that meet the exacting criteria of ASTM E814 (UL1479) as well as the time - temperature requirements ofASTM E814. Tested systems will provide up to a four -hour rating for penetrations through concrete, CMU, or concrete tilt-up walls, as well as concrete or concrete over steel deck floors. Additional systems have been tested up to three hours in gypsum board walls. AIR LEAKAGE: Tests conducted by Underwriters Laboratories forair leakage at ambient and elevated temperatures (400 °) indicate that properly installed pillows seal penetrations virtually airtight. 5. SPECIFICATIONS The firestopping system shall utilize an intumescent pillow heat sealed in afire-retardant poly bag. The firestop pillow shall consist of a monolithic (one piece) core that is encapsulated on all sides by a flexible intumescent coating and shall not contain any loose fiber fill. The pillow shall be UL Classified and/or FM Systems Approved and tested to the requirements of ASTM E814 (UL1479). SPECIFIED DIVISIONS DIV. DIV. DIV. 15 DIV. 16 7 07840 Through- Penetration Firestopping 13 13900 Special Construction Fire Suppression & Supervisory Systems 15250 Mechanical Insulation — Fire Protection 16050 Basic Electrical Materials & Methods For the latest Product and System Information, Call STI'S FACTS -ON- DEMAND automated information attendant system by dialing toll -free (888)526 -6800! STI Product Data Sheet • SSB Firestop Pillows FOD -5023 Table A: PHYSICAL PROPERTIES Product Name Color Nom. Density In-Service Temp. Flananability* Compression** Air Leakage (L Rating) * Outer poly bag. ** As installed. SSB Series Firestop Pillows Red 4 PCF (53kg/m3) <_ 130 °F V-0 25% - 33% Less than 1 CFM /sq ft UL1479 (Pillows Only) 6. INSTALLATION INSTRUCTIONS GENERAL: Inspect areas to be protected. Remove any sharp edges or protruding wires or ties that could damage poly bags. Arrange cables (if possible) to present a smooth and even surface. Eliminate large voids by filling with SpecSeal® Firestop Putty at egress from floororwall surfaces. Calculate pillow requirements in square inches in advance of installation as an indicator of the proper installed volume and compression. See Estimation Table for instructions conceming proper estimation techniques. Page 2 of 4 Fig. 1: CABLE TRAYS - FLOORS & WALLS UL SYSTEM C•AJ -4029 F Rating: 3 hr • T Rating: 1/2 hr Electrical Cables Concrete Floor Assembly UL SYSTEM W4. -4008 F Rating: 1 or 2 hr • T Rating: 1/2 hr Cable Tray Gypsum Wallboard Assembly Firestop Pillows Electrical Cables SYSTEM SELECTION: Consult UL®Fire Resistance Directory, STI Product & Application Guide, or drawings provided by the manufacturer for specific details concerning installation design and requirements. WIRE MESH: Some installations may require the installation of wire mesh as either an integral part of the system or as an option to facilitate installation. In systems where mesh is required, wound 20 gauge galvanized steel, 1" diamond mesh (e.g. poultry screen) is recommended. Do not use soldered mesh or wire Both. Secure wire mesh to wall or floor surfaces using steel fasteners and fender washers as required by the particular system chosen for use. Install wire mesh on one side of wall or on the lower side in floor applications before installing pillows. INSTALLATION OF PILLOWS: All pillow sizes are 9" long. For the sake of clarity, we will referto this dimension as the length. The next longest dimension will be referred to as the width. The shortest dimension Table B: PRODUCT ESTIMATION INFORMATION NOMINAL CROSS - SECTIONAL AREA OF PILLOWS CAT. NO. SSB14 SSB24 SSB26 SSB36 Nom. Dim" 1 "x 4" 2"x4' 2"x6" 3 "x6" in cm 2.54x10.2 5.1x10.2 5.1x15.24 7.6x15.24 Nom. AreaB 4 in 8 in 12 in 18 in 25.8 cm 51.6 cm 77.4 cm 116 cm Effective Yield 2.9 in' 5.7 in 8.6 in 12.9 in 18.7 cm 36.8 an 55.5 ant 832 cm NOTES: PILLOW LENGTH = 9" (22.9cm). "Nom dimensions (uncompressed) B Cross - sectional area (uncompressed) c Cross - sectional area (compressed) Ell • nvattaretwaralm IN ....... ....•.••...•...•.. r ..... ....................•........., ■i...........• ..11..00..:..•••.:..:...•..:•; IIII MI f 18" 24" 12" CALCULATING PILLOW REQUIREMENT Measure the size of the opening to be sealed and calculate the total area of the opening in square inches. Measure and calculate the approximate area occupied by the penetrants. Calculate the net area to be sealed by subtracting the area occupied by the penetrants from the total area of the opening. To allow for the required compression of the pillows, multiply the net area by 1.4. This will provide a compression factor of 29 %. In the example shown at left, the opening is 12" x 24" with an 18" wide tray. The cable depth in the tray is about 3 ". The area of the opening is 12 x 24 = 288 sq. in. The approximate area of the cables is 3 x 18 = 54 sq. in. Subtracting the area of the cables from the total area of the opening yields a net area of 234 sq. in. 234 x 1.4 = approx. 328 sq. in. to be filled by pillows. Using the table at left to determine the nominal area of the various pillows, we can determine that approximately 28 (328 12) SSB26 pillows would be required. The number of pillows required will of course vary by the size of the pillow being utilized. Generally, a small percentage of smaller pillows will be required along with the larger ones. A test opening of this size utilized 24 SSB26 pillows, along with 4 SSB24's and 4 SSB14's. STI Product Data Sheet • SSB Firestop Pillows FOD -5023 1. Install pillows lengthwise through the opening. Pillows may be stacked and installed in groups as shown above. 2. Pillows installed on edge will follow the contour of the cables more closely. Pillows may be installed laying flat as shown at the top of the penetration or on edge. 3. Smaller pillows are used to pack the smaller voids such as the space created by the tray rail. SpecSeal® Firestop Putty is used to seal any small voids at the cable line. 4. Check to make sure pillows are tightly compressed and all voids are closed. (If required by design, attach mesh using suitable fasteners to cover pillows and prevent un- intentional or unauthorized removal). will be referred to as the thickness. Pillows are installed by insertion through the opening in a lengthwise direction to form a 9" thick seal. Center pillows in opening so that they extend an equal distance out from the centerline of the wall or floor. Orientation of the pillows may be either with the width (wide side) parallel or perpendicular to cables. If cable face in trays is uneven, pillows installed perpendicular to cables may form a tighter, more uniform seal. Install all pillows in a manner that ensures that they will be compressed (in both width USING SPECSEAL MORTAR TO REDUCE OPENING SIZE In the two photos shown above, SpecSeal Firestop Mortar has been installed around the cable tray as an economical void filler. In preparation, foam board forms are used to create the opening around the tray and to prevent leakage of the mortar from the wall cavity. After the mortar has dried, the forms are removed and the pillows are installed. Consult UL System No. C-AJ -4030 as well as the SpecSeal Firestop Mortar Product Data sheet for additional installation information. Page 3 of 4 and thickness) to form tight seams between the bags with no voids or gaps. Smaller pillows may be used to seal appropriately sized gaps that may occur above or below cable tray rungs, etc. Pack SpecSeal Firestop Putty into any small voids between cables and pillows, tray and cables, tray and bags, bag to bag, or bag to wall or floor interface. Complete installation by installing wire mesh on remaining wall or floor surface as required by design system being used. Generally, a 2" - 3" overlap of the surrounding wall or floor surface is STI Product Data Sheet • SSB Firestop Pillows required. Install fasteners on 6" centers. A steel fender washer of sufficient diameter to completely overlap the opening through the mesh is required. The mesh may be fastened to concrete floors or concrete or CMU walls using suitable steel anchors (e.g. Tapcon® Fasteners by ITW Ramset). For hollow gypsum wallboard assemblies, attach mesh to the face of the wall using self - tapping, gypsum wallboard screws run into the framing members surrounding the opening. BOTTOM-UP INSTALLATIONS! NC Fan Coil Unit e U Pillows can be used to seal openings that are accessible only from the bottom as in this typical fan -coil installation. See UL System No. C-AJ -8052. FOD -5023 7. MAINTENANCE INSPECTION: Installations should be inspected periodically for subsequent damage. Replace any damaged pillows. RETROFIT: Cables may be added or replaced in previously sealed openings by removing the mesh and removing and replacing pillows as required. DO NOT WEAVE CABLES THROUGH WIRE MESH! Doing so may interfere with subsequent efforts to add or remove cables and may pose a safety hazard. Reinstall pillows and putty as required and then replace wire mesh. NOTE: Removal of cables may require the installation of additional pillows to fill the void created by removing the cables. Inspect pillows for excess compression. SpecSeal Firestop Pillows are designed to be very durable and highly resilient. Excessive handling or abuse may permanently compress the pillows. If pillows are too thin to apply pressure within the seal when installed, replace thin pillows or add additional new pillows as required. 8. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. Design System Drawings suitable for submittal or specification purposes are available on request. 9. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Avoid damaging poly outer bag. Do not use damaged pillows. 10. AVAILABILITY SpecSeal® Firestop Pillows are produced in four convenient sizes and are available from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors. RETROFITTING 1. Cut & fold back wire mesh in the area to be modified. 2. Remove only the pillow or pillows necessary to accommodate the change. 3. Modify cables. 4. Reinstall pillow(s). 5. Re -close wire mesh and fasten wire mesh together using 20 gauge steel wire. Table C: ORDERING INFORMATION Cat. No. Dimensions SSB14 1" x 4" x 9" SSB24 2"x4 "x9" SSB26 2" x 6" x 9" SSB36 3" x 6" x 9" Additional SpecSeal Products... Series LC150 Sealant SSP Firestop Putty Flrestop Mortar Pensile Silicones Intumescent Wrap Strips Molded Firestop Collars Elastomeric Joint Seals Case Quan. 10 20 22 16 An economical latex firestop sealant for noncombustible applications. Non - halogenated, easy dean up, flexible. water - resistant! Available both in bar form and in pads. putty provides easy retrofit for through - penetrations and economical protection for electrical boxes. Lightweight, versatile and economical! The best choice for large or complex installations. Sealants and foam for through- penetrations and construction joints. Unexcelled aging characteristics and flexibility. Two grades of intumescent wrap strips provide an unmatched Combination of flexibility, economy, and expansion (up to 30X). Systems for plastic pipes including FR Polypropylene up to 8" trade size! Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF, and FRPP. Collars available up to 6" trade size. New economical products for sealing construction joints. Choose caulk or spray applied products tested to UL2079. CITY OF NEW YORK MEA 39 -96M Important Notice: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. WARRANTY: Specified Technologies Inc manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within one year), Specified Technologies Inc, upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price. Limitations and Exclusions: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effed unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA — COPYRIGHT @ 2000 SPECIFIED TECHNOLOGIES, INC. Specified =Technologies STI Inc. 200 Evans Way • Somerville, NJ 08876 Phone: (800) 992 -1180 • Fax: (908) 526 -9623 Facts -On- Demand: (888) 526 -6800 STI on the WEB: www.stifirestop.com Page 4 of 4 ST1 Product Data Sheet • SSB Firestop Pillows FOD -5023 sp cSegpillilh SERIES SSS INTUMESCENT SEALANT APPLICATIONS SpecSeal® Series SSS Sealant is used to seal through - penetrations as well as construction gaps and blank openings. SpecSeal Series SSS has been tested for use with metallic penetrants up to 30" (762 mm) trade size. This product is also used with other SpecSeal® Products such as SpecSeal® Firestop Collars and Wrap Strips. See Table A for a summary application list. PHYSICAL PROPERTIES _rc Technical Service 1-800-992-1180 S I • www.stifirestop.com PRODUCT DESCRIPTION SpecSeal ®Series SSS Sealant is a latex based, high solids firestop compound. This material, when properly installed, will effectively seal penetration openings against the spread of fire, smoke, toxic gasses and water. SpecSeal® Series SSS Sealant features STI's patented and proprietary two -stage intumescent technology. When exposed to high temperatures or fire, this material expands aggressively in a highly directionalized fashion to quickly close off voids left by the burning or melting of combustible materials. SpecSeal® Series SSS Sealant's unique multi - viscosity formula yields a single grade that has excellent caulking properties as well as high build properties on vertical or overhead surfaces. This single grade may be pumped, caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal Series SSS Sealant does not contain PCB's or asbestos. SpecSeal® Series SSS Sealant is storage stable (when stored according to the manufacturers recommendations) and will not separate nor shrink when dried. SpecSeal Series SSS Sealant will adhere to all common construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. EiAJ BENEFlT • Water -Based • Two-Stage Intumescence • Endothermic Fillers • High Solids Formula • Sandable & Paintable • Water- Resistant • Safe • Red Color • Mufti Viscosity Grade • Excellent Smoke Seal Easy installation, cleanup, and disposal. Extremely fast and directionalized expansion. Absorb heat & release water. No shrinkage! (when dry) Will not re- emulsify when dry! Safe for contact with plastics. Easy identification and inspection. Excellent caulking properties along with high build cspabilities. PERFORMANCE SpecSeal® Series SSS Sealant is the basis for systems that meet the exacting criteria of ASTM E814 (UL1479) as well as the time - temperature requirements of ASTM E119 (UL263). Systems have been tested for all common forms of construction and most common penetrants with ratings up to 4 hours. STI firestop systems are designed to maximize the fire resistance of the seal by not only sealing off the spread of fire and hot gasses but also by minimizing the amount of heat conducted through the assembly. Thus all systems have been designed to provide T Ratings capable of matching the rating of the wall or floor assembly (where possib e) when tested without penetrants. FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS AND THROUGH•PENETRATION FIRESTOP SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY. &Pfopet ies Sei �- • ��e��SS' - Color Odor Density Solids Content pH In Service Temperature Flame Spread Smoke Developed* Red Mild Latex 9.4 lb/gal (1.13 kg/L) 80% ±2% 8.3 130°F (541.) 0* 10' Tested to ASTM E84 (UL723) at 14% surface coverage (modified test for sealants and caulks) lPA ..., mac:. ..... : sc le t tl •:�. tSJ a tti m•t:..,. STC Rating (ASTM E90 /ASTM C919) VOC Content (EPA Method 24 /ASTM D3960) Shelf Life Expansion Begins Expansion Range Volume Expansion 62 0.181bs /gal (22.0 g/1) 2 yrs 230 °F (110 °C) 1st Stage 350 °F (177 °C) 2nd Stage 230 °F to > 1,000 °F (110 °C to > 538 °C) > 500% Free Expansion 511 Product Data Sheet • Series S55 Intumescent Sealant • FOD 06/2001 1 1.1 4.0 11.1 19.7 29.9 124.2 4.9 13.6 23.8 118.0 5.6 15.8 110.0 6.6 100.8 2 Table k APPLICATIONS TESTED AND CLASSIFIED FOR FIRE RESISTANCE • Metallic Pipes including steel, iron, or copper pipe and tubing through all common constructions. • Nonmetallic Pipes, Conduits &Tubing including PVC, CPVC, PVDF, PEX, PEX - AL -PEX, ABS, PB through all common constructions. • Cable, Cable Trays & Bus Duct • HVAC Ductwork • Insulated Pipes • Multi- Service Penetrations including AC line sets, electrical, telephone, or TV service entrance and interior penetrations. • Complete Wood Floor firestopping package for electrical, plumbing, HVAC, TV and telephone. SPECIFICATIONS The firestopping sealant shall be a one -part, two -stage intumescent latex compound. The sealant when exposed to high heat or flame shall be capable of expanding a minimum of 8 times. Range of continuing expansion shall be from 230 °F to >1,000 °F (110 °C to > 538 °C). The sealant shall be thixotropic and shall be capable of caulking or troweling onto vertical surfaces or overhead. The sealant shall be UL Classified and/or FM Systems Approved and tested to the requirements of ASTM E814 (UL1479). SPECIFIED DIVISIONS DIV. 7 07840 Through- Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation - Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods Pipe Size Trade Size Pipe O.D. 0.5" 0.840 1" 1.315 1.5" 1.900 2" 2.375 0.7 2.5" 2.875 0.1 3" 3.500 3.5" 4.000 4" 4.500 6" 6.625 10" 12' 24" 8.625 10.750 12.750 24.000 1.5 2.0 3.0 0.3 0.1 0.6 1.6 0.4 1.4 1.1 Oifferat Sant Depth' YY Multiply ty2 50 Mitiply f MiDplybi4 1Y4• Mitiplyby5 Shoisei below and on the following page are just a few ofthe most common application for SpecSeal Seas SSS Sealant Consult the Technical Library at www.stifirestop.com for over 270 avail- able designs utilizing this product. Fig. 1: META W C RIPE PENETRATIONS - CONCRETFJMASONRY FLOORS &WALLS UL SYSTEM C-AJ -1079 F Rating 4 Hr • T Rating: 0 Steil or Iran Rpe 24', Capps Rpe 6' Annulus: Paint Contact to 4' • S slant Depth: 1/7 Farming Mate- rial: Nam 4 pat Mnaal Wad Thiclmess:1 -12 for 6' Sted or Iron Rpe T far 4" Copper or 6" Iron or Sid Pipe Fig 2: INSULATED META WC PIPE PENETRATIONS - CONCRETE/MASONRY FLOORS &WALLS SEALANT REQUIREMENTS IN CUBIC INCHES PER 1/4 INCH OF INSTALLED DEPTH' Diameter of Opening (In.) 4.0 5.0 6.0 7.0 8.0 3.0 4.8 2.8 46 2.4 4.2 6.4 2.0 3.8 6.0 1.5 3.3 5.4 0.7 2.5 4.7 1.8 3.9 0.8 3.0 STI Produd Data Sheet • Series SSS Intumescent Sealant • FOD -5001 06/2007 UL SYSTEM C -AJ -1217 F Rating 4F - T Rating 0 Steal or Iran Pipe: 30', Capps Pipe 6' Anrutrs: Point Coital to 2' •S alant Depth: Farming Material: Nom 4 pc Mnaal Wod TOW Padced to a 3' Depth. UL SYSTEM C-AJ -5087 F Rating 2 14 • T Paling 1 Steil or trap Rpe: 24' Insulated with 2' Thick Fiber Glass a Mnaal Wool PO Insulation Annulus: l2to 1-1/2'• Sealant Depth: 1/7 Farming Material: Nam 4 p t Mnaal Wool T4it y Packed to a 4" Depth. 8.9 11.9 18.9 27.6 37.8 8.5 11.5 18.5 27.2 37.4 8.0 10.9 18.0 26.7 36.9 7.2 10.2 172 259 36.1 56 8.5 15.6 10 12 14 24.2 34.4 26 6.9 9 5 12 4 19 5 28.1 38.3 132.6 67 9.3 122 193 279 381 132.4 132.0 131.6 131.1 130.3 6.5 9.4 16.5 25.1 35.3 129.6 128.7 19.6 IMPORTANT NOTE This table is fa estbnblial purposes ally. Consult UL Fire Residence Directory or STI Product 8 Appficffibn Guide fa specific installation requirements and Ibndations Metric Estimation Table avaiable opal request. Technical Service 1-800- 992 -1180 www.stifirestop.com STL INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Installation temperatures must be between 35 °F and 100 °F (2"C and 38 C). Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION: Selection of an appropriate firestop system design is critical to the fire protection process. Space limitations preclude highly detailed information pertaining to individual application systems. Please consult the STI Product & Application Guide as well as the UL© Fire Resistance Directory for additional information. FORMING: Some installations may require forming as either an integral part of the system or as an option to facilitate installation. In systems where forming is required, mineral wool batts (min. nom. 4 lb /cu. ft 64 kg/ m density) are recommended. Some gypsum wallboard systems utilize fiberglass. Cut forming material over -size to allow for tight packing. Position forming material to allow for the proper depth of fill material. FILL MATERIAL: SpecSeal® Series SSS Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading caulk gun, or by manually troweling using a mason's trowel or putty knife. If the sealant tends to pull bad from a surface, dean the surface with a damp rag or sponge and reapply. Work sealant into all areas exercising care to eliminate voids or seams. The surface of the sealant can be smoothed using a putty knife dipped in water. Adding water to the sealant itself is not recommended. Sealant (when dry) may be sanded and painted using most non - solvent based paints. In gypsum wallboard penetrations, crown sealant 1/4" (6 mm) from penetrant to wallboard surface at a point approximately 1/7 (13 mm) or more from opening. Sealant (ehen dry) may be painted using most non - solvent based paints, SMOKE SEALING: In some applications including firestop collars, SpecSeal® Series SSS Sealant is recommended as a smoke seal. It is suggested in these application that the sealant be applied to both sides of walls. In floor applications, a sealing bead is suggested top and bottom. COVER PLATE: In some designs a galvanized steel cover plate (28 gauge) may be used to upgrade the fire resistance rating to 4 hours. Consult STI Product and Application Guide for dimensional and fastening requirements. UL SYSTEM W-L -1049 F Rating 2 h •T Rating 0 I Stied a trot Pipe 24 ", Capper Pipe: 6' Annulus Point Contact to2" Sealant Depth: 543' with 3/8• Crown Technical Service 1-800-992-1180 S TI - www.sthrestop.com Fig 3: ELECTRICAL, DATA OR COMMUNICA11ONS PENETRATIONS - RATED GYPSUM WALLBOARD ASSEMBLES UL SYSTEM W -L3076 F Rating f or 2Hr • T Rating 0 hr t-p to 4• Cabe Bundle Centered in 4 - 12" Opening Sealant Depth: 5'8• with 1/4• Crown Fig.4: ELECTRICAL PENETRATIONS - CONCRETEJMASONRY FLOORS & WALLS UL SYSTEM C-AJ-3154 F Rating 1, 2, 38414 •T Rating 0,12,&231414 Optimal Sleeve PVC or Steel Bectital, Telephone a Data Cables An ntius: 0" to 7 Sealant Dept: 1/7 Farling Materials: Nom 4 pd Mineral Wod Sealant Depth: 12" for 1, 2, 3 Hr; 1" for 4 Ftr Fig. 5: BARE & INSULATED METALLIC PIPE PENETRATIONS- RATED GYPSUM WALLBOARD ASSEMBUES UL SYSTEM W- L-5014 FRa1 1 &21t•T Rating 1 &2hr Steel or Gm Pipe: 17, Capper L 4' trlstlated wit 7Thdk Rber or Mineral Wod Rpe Insulation ArnAus P to 1 -1/4" Sealmt Depth: 518' with 318 Qann . 11 fld°"5 11 Sealant (Both Wee) STI Product Data Sheet • Series SSS Intumescent Sealant • FOD-5001 06/2007 UL SYSTEM W-L -2093 F Rating 1 or 2It •T Rating 1,1 -12 Ft 2' Rijd WC,ENMT, or Optical Rber Raceway. 1 -1/4' WDF Optical Fiber Raceway. Sealant Depth: 5'8" wi911/4" Crown UL SYSTEM C- AJ-6008 F Rating: 314. T Rating: 0 Fh Aluminum a Copper Bus Duct 5,000 Amp Seel Co ves Rate Sant Depth:12 Farting Materiels: Nom 4 pd Mneral Wod lightly Packed to a depth of 1 -12 8888 1E1 Bill 11111 Sealant (Beth Skies) efintan Wallboard Assembly UL SYSTEM W-L-5051 F Rating 1 &2Hr -T Rating 3/4,1,1- 12 &21t Steil or hm Pipe: 16', Capper Rpa 6' Foam Gass Rpehmlatm: P to3Thick 17Wide0.010'Thid( Mai Jacket Wrapped Around trtaiationand Secured watiMetal Balling asShow Annulus: 0"to 1 -12' Sealant Depth: 58' 3 C ATALOG NUER MB DESCRIPTION SSS100 10.1 oz. Tube (300 ml) 18.2 cu.in. SSS129 29 oz. Tube (858 ml) 52 cu. in. SSS120 20 oz. Sausage (592 ml) 36 cu. in. SSS102 2 Gal. Pail (7.6 liters) 462 cu.in. SSS105 5 Gal. Pail (19.0 liters) 1,155 cu.in. 4 INSTALLATION INSTRUCTIONS LIMITATIONS: SpecSeal® Series SSS Sealant is water -based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying. Non - porous or impermeable backing materials, plates, or coatings may retard the drying process. Do not paint or seal in any way that prevents contact with air until sealant has dried through completely. This product has been designed to be safe with plastics and has been used extensively and successfully with a variety of different types of plastic pipes, tubes, and plastic cable insulations. Variations in these materials however, make it impos- sible to guarantee compatibility. STI strongly recommends that the user consult with the manufacturer of the pipe, tubing, or cable in question regarding any known sensitivities or potential restrictions before applying this product. MAINTENANCE Inspection: Installations should be inspected periodically for subsequent damage. Any damage should be repaired using SpecSeal® products per the original approved design. Retrofit: When adding or removing penetrants, care should be taken to minimize damage to the seal. Reseal using SpecSeal® products per the approved design. NOTE: New penetrants of a different nature than the original design may require a totally new firestop design or extensive modifications to the existing design. Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available through the Technical Library at www stifirestop.com PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. SEALANT IS CONDUCTIVE UNTIL DRY. AVAILABILITY Spe cSeal® Series SSS Slant is available from authorized STI dgrlbutors. Catsult factory or website fa the names and locations of the nearest sales representatives or distributors. CITY OF NEW YORK MEA 28 -92 -M IMPORTANT NOTICE All statements, technical information, and recommerdabons contained herein are based upon testhng believed to be reliable, bul the accuracy and completeness thereof is not guaranteed WARRANTY Specified Technologies Inc. manufadures ds goods in a manna to be free of defects Should any defect occur in ds goods (within are year), Specified Technologies Inc, upon prompt notifcation, will al its option, =tango a repai the goods a refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPUED WARRANTIES OF MERCHANTABILITY CR FITNESS FOR USE)AND UNDER NO CIRCUMSTANCES SHAU_ SPECIFIED TECHNCLOGES WC. BE RESPONSIBLE FORANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE No statement or recommendation not contained herein shall have any face a effect unless in an agreement signed by officers of seller and manufacturer MADE IN THE USA — COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. s'TT. Specified Technologies Inc. Specified Technologies Inc. • 200 Evans Way, Somerville, NJ 08876 • Phone: 800.992.1180 • Fax: 908.526.9623 SST1 Product Data Sheet • Series 5S5 Intumescent Sealant • FOD- 500106/2007 Technical Service 1-800-992-1180 www.stifirestop.com Srn, a"tt "Y ° �VHC, >Y'°�`A,� �,°M'+�aY}mSR.r N'.MN�N• K KM. YMU�'R. ° ° '. . S S Y f frW ..4`� "1'^ ti N NA Jgq'Y 'Y h� - -. •d iwa > >5+'f' -- '.' 'Wy F R. ant * Catalog Number S SSWBLU S SSVVBLU2 S SWIM S SSVYRE372 S SSVA 3LU240 S SSW125 S SSW750 S SSW375 Color B Bkie B Blue R Red R Red B Blue B Blue B Blue G Gray G Gray G Graf Thickness 3 3/16"(48mm) 1 1l8'(3.2mm) 1 114'(6mm) 1 118 - (3.2mm) U Ur(3.2mm) 1 118'(32 mm) 1 1/8"(3.2mm) 1 118 (3.2 mm) 1 114'(6mm) 3 3/8"(10mm) Width 2 2' (51 mm) 7 7(51 mm) 1 1- 12'(38 mm) 1 1- 1/7(38mm) 1 1- 117(313mm) 3 3'(76 mm) 4 4(102mm) 1 1- 117(38mm) 1 1.1/7(38mm) 1 1- 1/7(38mm) Length 1 17(3.7m) 1 17 r3.7m) 1 17(37m) 1 17(3.7m) 8 8'(204mm) 1 11- 3116'(234 mm) 1 14- 5.W(356mm) 8 8*(204nen) 1 11-3/4" pas mm) 1 15- 7/8'(403 mm) weight 3 3.0Ibs(1.4kg) 0 0.7Ibs(0.32kg) 1 1.10Ibs (0.52 kg) 1 1.t0Ibs(052kg) 0 0051bs (002 kg) 0 015ms(008kg) 0 03Ibs(012kg) 0 0.051tn(002kg) 0 0.21bs (0.10 kg) 0 0.41bs (0.18 kg) Expansion System ( Single Stage T Two -Stage S Single Stage S Single Stage S Sole Stage 5 55r�e Stage S Single Stage S Single Stage & &NO Stage 1 •a^ fi 3 (( Two-Stage S 320• F (160' c) 3 1st Stage 2 320• F (160' C) 3 320• F (160• C) 3 320' F (160• C) 3 320' F (160• C) 3 320' F (160• C) 3 320• F (160• C) 3 320• F (160• C) Volume Ensaulon 2 20 to 30x 3 30 to 60x 1 16 to 24x 2 24 to 48x 3 30 to 60x 3 30 to 60x 3 30 to 60r 3 30 to 60x 3 30 to 60x 3 30 to Oh In Service Temp 1 130•F (54•C) 1 130•F (54'C) 1 130•F (54•C) 1 130'F (54'C) 1 130'F (54•C) 1 130'F (54•C) 1 130•F (54•C) 1 130•F (54 1 130•F (54•C) 1 130•F (54•C) Oven Aging N No Barge (60'C) N No Charge (60•C) N No Change (60'C) N No Change (60'C) N No Change (60•C) N No Change (60•C) N No Change (60'C) N No Change (60'C) N No Change (60'C) N No Gage (60'C; Humidity Exposure N N N No Charge N No C 8% N No Chaps N No Charge N No Charge N No Change F Flo CAame N No Cha N No hme .H ) �pefc�ea/�191illli� APPLICATIONS SpecSeal® Wrap Strips are used for firestop- ping combustible penetrants such as nonmetal- lic pipes or pipe insulation. Installations were developed for both "tuck-in" applications (where strips are secured around the penetrant and slid into the opening) and restraining collar assemblies (for surface mount- ing). For larger openings or complex penetrant configurations, systems were developed utilizing wrap strips in conjunction with other SpecSeal® products. SpecSeal® Wrap Strips are suitable for use in all common forms of construction including concrete floors, concrete over steel deck, concrete walls, concrete block walls, gypsum board/stud walls, and wood floor /ceiling assemblies. PERFORMANCE PHYSICAL PROPERTIES _ -ITA Technical Service 1-800 -992 -1180 S � , www.stifirestop.com SERIES SSW INTUMESCENT WRAP STRIPS PRODUCT DESCRIPTION SpecSeal® Wrap Strips are highly flexible, elastomeric strips designed to firestop combustible penetrations in fire -rated floors, floor /ceilings, and walls. Convenient 12' (3.7 m) rolls, or individu- ally sized strips facilitate installation and minimize waste. Four grades are available to suit the product to the application. These products utilize STI's fast responding intumescent technology, providing very responsive and highly diredionalized expansion. Rapid expansion provides quick dosure for burning com- bustible penetrants. When exposed to temperatures in excess of 250° F (121° C), the SpecSeal® Wrap Strip begins to expand (intumesce) rapidly to form a dense, highly insulative char. Free expansion varies according to the grade utilized (See Table A). Expansion continues up to temperatures of 1,000° F (538° C). nw. roar :e.a..ve.wr.rwmr.g..,, +wa+vWr ,ITA DIataarra. c. rr . rnsri:. FEAT'UREy :2:a: BENERTizwffi:r' sszoz -t �..w.:.. -r ay sat xr es�•.: • Rapid Expansion: • High Volume Char: • Water - Resistant: • Economical: • Highly Flexible: • Versatile: Closes off burning penetrants faster. Significant expansion seals off opening! No soluble or hygroscopic ingredients. 12' (3.2 m) rolls or precut strips means no piecing... less waste! No foil... soft..supple...easier to install! Performer for a wide range of complex applications. SpecSeal® Wrap Strips are the basis for systems that meet the exacting criteria of ASTM E 814 (UL1479). Systems were tested for all common forms of construction and penetrants with ratings up to 3 and 4 hours (dependent upon grade of wrap strip utilized). c 3113 US ELL VOID 0R SAVOY IIA 1AISOWSSFEOBYUFO87TRRERS LABORATORES INC 0 FOR USEa 1RR000114181EFRAUOF FRFSTUPSYSTEMS. SEE UL FRE RESISagcE ORECFDAY APPROVED See Table A. This material is extremely stable. Long term aging studies indicate no significant loss of physical properties nor significant change in expansion properties after elevated temperature, humidity, and immersion testing. Consult factory for additional information. " • " • " et • Series SSW Intumescent Wrap Strip • FOD•5092 06/2007 1 TABLE C: APPROPRIATE'RESTRAINING COLI:ARiYPES ' ' • • - • • • ' SSWRED SSWRED2 SSWBLU SSWBLU2 SSWRC 6" (152 mm) 6" (152 mm) X X SSWRC2 X X WSC-8* x x WSC -BRED" X X WSC -12*** X X SSWRC ad SSWRC2 add in 25' (7.6 m) rolls and may be W to length as required 'Single wart for 6 (152 mm) and 6' (204 mm) pipe ally "Simla collar for 6' (152 mm) pipe only "'Sine WIN for 10' (254 mm) and 17 (305 mm) pipe ody TABLE B: WRAP STRIP GRADES. . . • SSWRED SSWRED2 SSWBLU SSWBLU2 Max. Plastic Pipe Size 6" (152 mm) 6" (152 mm) 12" (305 mm) 17 (305 mm) SPECIFICATIONS The wrap strip material shall be highly flexible, intumescent material. The wrap strip shall contain no water soluble expansion ingredients and provide a minimum of 16x free expansion. The intumescent wrap strip shall be faced on each side with plastic. The specified material shall be approved for a wide range of applications including combustible and noncombustible penetrants when used by itself or in combination with other products from the same manufacturer. The wrap strip shall be UL Classified and tested to the requirements of ASTM E 814 (UL1479). INSTALLATION INSTRUCTIONS _ GENERAL: Areas to be protected must be free of oil, loose dirt, rust, or scale. In most cases, walls require symmetrical applications and wrap strips must be applied to both sides. Wrap strips may be continuously wrapped or installed individually around the penetrant. When layers are installed individually, butted ends in successive layers may be aligned or offset. When selecting a wrap strip grade, refer to TABLE B below, 2 SPECIFIED DIVISIONS DIV. 7 — 07 84 00 — Firestopping DIV. 22 — 22 07 00 — Plumbing Insulation DIV. 22 — 22 00 00 — Plumbing DIV. 23 — 23 07 00 — HVAC Insulation SYSTEM SELECTION: A variety of methods have been developed and System Selection: A variety of methods have been developed and UL Classified using SpecSeal® Wrap Strips. Visit the Technical Library at www.stifirestop.com to locate precise system installation drawings. TUCK -IN INSTALLATIONS: Encirde penetrant with wrap strip. Masking tape may be used to temporarily secure wrap strip. Secure wrap strip layers in place using steel tie wire or foil tape as required. Slide wrap strip into opening and position dictated by individual UL System or STI design. Apply SpecSeal® Sealant as required for smoke seal. RESTRAINING COLLAR INSTALLATIONS: When surface mounted restraining collar systems are used, start by installing SpecSeal® Sealant into annular space as a smoke seal. Although not always required by the UL System, sealing both sides of walls and floors is a recommended practice. Encirde penetrant with wrap strip layers. Temporarily secure layers using masking tape or steel wire. Calculate the length of restraining collar required to completely wrap around the outer diameter of the wrap strip layers plus an additional 1" (25 mm) overlap. Secure restraining collars with stainless steel hose damp positioned at the mid -point of the collar or symmetrically located steel screws as specified within the UL System. Refer to TABLE C below to select appropriate restraining collar. For more information, refer to STI's "Product Estimation and Installation Sheet – Wrap Strip Collars" concerning the use of restraining collar. POURED OR EMBEDDED INSTALLATIONS: Where excessive annular space exists, poured or embedded installations provide an economical method of sealing large openings. Encircle penentrants with appropriate number of wrap strip layers securing wrap strip layers with steel tie wire or foil tape as required. In floors, locate the bottom edge of wrap strip at the position specified in the UL System. In walls, locate the exposed edge of wrap strip at the position specified in the UL System. After wrap strips are secured and positioned, bade fill openings with SpecSeal® Firestop Mortar or Sealant as required. STI Product Data Sheet • Series SSW Intumescent Wrap Strip • FOD 5092 06/2007 Technical Service 1-800 -992 -1180 — www.stifirestop.com STI. Trade Size SSWRED Pipe OD II. WRAP STRIP AND, RESTRAINING COLLAR'REQUIREIIENTS. • Length of Layers & Restraining Collar (RC) In Inches' 1st 2nd 3rd Total RC 1.5 1.9 7.5 1.9 7.1 7.5 8.7 2.0 2.4 9.1 8.3 2.0 9.1 10.3 2.5 2.9 10.7 12.3 8.7 22.9 13.6 3.0 3.5 12.6 14.1 -_ 26.7 15.5 3.5 4.0 14.1 15.7 17.3 47.1 18.7 4.0 4.5 15.7 17.3 18.8 51.8 20.3 6.0 6.63 22.4 24.0 25.5 143.7 27.2 2 Trade Size ' SSWBLU Pipe OD WRAP STRIP AND RESTRAINIIIG COLLAR REQUIREMENTS Length of Layers & Restraining Collar (RC) In Inches' 1st 2nd 3rd 4th 5th Total RC 1.5 1.9 7.1 7.1 8.3 2.0 2.4 8.7 8.7 9.9 2.5 2.9 10.3 11.5 _ -_ 21.8 12.8 3.0 3.5 12.2 13.4 __- 25.5 14.7 3.5 4.0 13.7 14.9 16.1 44.8 17.5 4.0 4.5 15.3 16.5 17.7 49.5 19.1 6.0 6.63 22.0 23.2 24.3 139.0 26.0 8.0 8.63 28 3 29 5 30 6 31 8 240.3 32.8 10.0 10.75 35.0 36.1 37.3 38.5 3672' 39.6 12.0 12.75 41.2 42.4 43.6 44.8 45.9 544.9 473' SSWRED2 Trade Size I? nd Pipe OD SSINBLU2 WRAP STRIP AND RESTRAINING COLLAR REQUIREMENTS I Length of Layers & Restraining Collar (RC) In Inches' 1st 2nd 3rd 4th 5th Total RC 1.5 1.9 6.8 6.8 7.9 2.0 2.4 8.3 8.3 9.5 2.5 2.9 9 -9 10.7 20.6 11.9 3.0 3.5 11.8 12.6 __- 24.3 13.9 3.5 4.0 13.4 14.1 14.9 42.4 16.3 4.0 4.5 14.9 15.7 16.5 47.1 17.9 6.0 6.63 21.6 22.4 23.2 134.3 24.7 8.0 8.63 27.9 28.7 29.5 30.2 232.5 31.1 10.0 10.75 34.6 35.3 36.1 36.9 357.4 38.0 12.0 12.75 40 -8 41.6 42.4 43.2 44.0 530.1' 45.3' These tables provide the information related to the firestopping of plastic pipes utilizing luck -in' or restraining collar assemblies: 1. Number of layers. 2. Length of each layer and total number of required layers 3. Length of restraining collar metal (with 1' (25 mm) min. added for overlap). Repsresrtu!Mstr cof3lapsdwrapsap NeWrsW$B7IFOnsssnOaA ben SadySanppe Requres Iwo slacks of 3layers of wrap slap and WSCe estraining collar 'Requires two stacks of Slayers of wrap strip and WSW restraining collar Requreo2 -1Q stacks of 4 layers of warp strip and WSC12 restranrgafar Requres2.12 slacks of 5 ayes of wrap slap ad WSC12;estranrgcota Requres two stacks of layers of wrap slap and WSCBresassog dlar ' Requres i o stacks of 4 layers Sway sane end WSC8 restrarsrg cola Regales 2-12 slacks of layers °twee sbp ndWSoRHi W C12 restraasng calla Requres2 -12 slacks of5 layers of wag slnp nd WSC12 restranrg collar Metric dmensiens available online at Www.stiraestop.com. Technical Service 1-800 -992 -1180 S T L www.stifirestop.com RESTRAINING COLLAR INSTALLAnON 1.Temporarily secure wrap strips to pipe with masking tape. Measure and cut collar to length, providing a 1" (25 mm) overlap. Retainer Tabs 2. Bend mounting tabs 90° away from collar. Tightly secure to pipe or conduit with three #8 sheet metal screws or one stainless steel hose clamp. 3. Bend retainer tabs 90° toward pipe or conduit Tabs may be bent flush against pipe or trimmed to a length sufficient to contain all wrap strip layers. 4. Slide collar against floor or wall and secure with appropriate steel fasteners and fender washers 511 Produd Data Sheet • Series SSW Intumescent Wrap Strip • FOB-5092 06/2007 3 CATALOG NUMBER• • - • • • • DESCRIPTION • • • • • • •• • • •. ‘ • -• RED & RED2 Wrap Strip & Accessories SSWRED 17 x 1 -1/2' x 1/4' (3.7 m x 38 mm x 6 mm) Intumescent Wrap Strip SSWRED2 17 x 1 -1/2' x 1/8' (3.7 m x 38 mm x 3 mm) Intumescent Wrap Strip SSWRC2 30 Gauge sheet metal restraining collar for s4' (102 man) pipes (25 (7.6 m) rot) WSC -8RED Preformed restraining collar for 6' (152 mm) pipe BLU & BLU2 Wrap Strip & Accessories SSWBLU 17 x 2' x 3/16' (3.7 m x 51 mm x 5 mm) Intumescent Wrap Strip SSWBLU2 17 x 2' x 1/8' (3.7 m x 51 mm x 3 mm) Intumescent Wrap Strip SSWRC 30 Gauge sheet metal restraining collar for 54' (102 nun) pipes (25 (7.6 m) roll) WSC-8 Preformed restraining collar for 6' (152 mm) and 8' (204 non) pipe WSC-12 Preformed restraining collar for 10' (254 mm) and 12' (305 mm) pipe Precut Wrap Strips SSW125 1-1/2' (38 mm) x 1/8' (3 mm) strip sized for 2' (51 mm) trade size pipe SSW250 1-1/2' (38 mm) x 1/4' (6 mm) strip sized for 3' (76 mm) trade size pipe SSW375 1 -1/2' (38 mm) x 3/8' (10 mm) strip sized for 4' (102 mm) trade size pipe SSWBLU220 Precut strip sized for 2' (51 mm) trade size pipe SSWBLU230 Precut strip sized for 3' (76 mm) trade size pipe SSWBLU240 Precut strip sized for 4' (102 mm) bade size pipe MAINTENANCE Inspection: Installations should be inspected periodically for subsequent damage. Any damage should be repaired using SpecSeal® products per the original approved design. TECHNICAL SERVICE PRECAUTIONARY INFORMATION AVAILABILITY 4 Specified Technologies, Inc. provides toll free technical support to assist in product selection and installation design. Log onto the Technical Library at www.stifirestop.com or call the STI Technical Service Department to obtain UL System drawings, MSDSs, or other technical information. Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contad with eyes. SpecSeal® Wrap Strips are available from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors. CITY OF NEW YORK MEA 130-96 M & MEA 212 -01 -M IMPORTANT NOTICE AI statements, technical intonation, and rearnmer>dations contained herein are based upon testing believed to be reliable, but the accuracy and oornpleteness thereof is not guaranteed. WARRANTY Spaded Technologies Inc manufactures ds goods in a manner to be tree of defeds. Should any defect occur in its goods (within one year), Specified Technologies Inc. . upon prompt nictitation, wr) at its option, exchange or repay the goods ar refund the purchase price. UMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN UEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPUED WARRANTIES OF MERCHANTABIUTYOR FITNESS FORUSE)AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FORANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE 1HE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES AU. RISKS AND LIABIUTY FOR SUBSEQUENT USE No statement ar recounendation not contained herein shall have any force or effect unless in an agreement signed by officers of sadist and manufacturer. MADE IN THE USA — COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. TT Specified Technologies Inc. Specified Technologies Inc. • 200 Evans Way, Somerville NJ 08876 • Phone: 800.992.1180 • Fax: 908.526.9623 511 Product Data Sheet • Series SSW Intumescent Wrap Strip • F0D- 5092 06/2007 Technical Service 1- 800 -992 -1180 =� www.stifirestop.com Srn• ROXU L The Better Insulation General Product Information: ROXUL® products are mineral wool fibre insulations made from basalt rock and slag. This combination results in a non-combustible product with a melting point of approximately 2150 °F (1177 °C), which gives it excellent fire resistance properties. ROXUL mineral wool is a water repellent yet vapour permeable material. Compliance and Performance: ASTM C 612 Mineral Fiber Block and Board Thermal Insulation Type IVA, Complies MEA Approval New York City Approval 339 -97 -M City Of Los Angeles Approval RR 25444 UL Design Nos. - Consult UL Directory for numerous approved fire rated joint systems (FF, FW, HW, and WW) and through penetration designs or contact Roxul Technical Services Department for more information. Curtain Wall Designs CW -S -1004, CW -S -1005, CW -S -1008, CW -S -1009, CW -S -1011, CW -S -1012, CW -S -1013, CW -S -2009, CW -S -2010, CW -S -2011, CW -S -2017, CW -S -2018, CW -S -2019, CW -S -2029, CW -S -2030, CW -S -2031, CW -S -2043, CW -S -2053, CW -S- 2054, CW -D -2015, CW -D -2016, CW -D -2017, , CW -D -2027, CW -D -2028, CW -D -2029, Acoustical Performance: Thickness 125 2.0° 0.26 3.0" 0.63 4.0" 1.03 CW -S -1014, CW -S -2012, CW-S-2020, CW -S -2032, CW -S -2057, CW -D -2018, CW -D -2030, CW -S -2004, CW -S -2005, CW -S -2007, CW -S -2013, CW -S -2015, CW -S -2016, CW -S -2024, CW -S -2027, CW -S -2028, CW -S -2037, CW -S -2038, CW -S -2042, CW -D -2004, CW -D -2007, CW -D -2014, CW -D -2019, CW -D -2025, CW -D -2026 CW -D -2031, CW -D -2032, CW -D -2033 ASTM C423 CO- EFFICIENTS AT FREQUENCIES 250 500 1000 2000 0.68 1.12 1.10 1.03 0.95 1.14 1.01 1.03 1.07 1.12 1.04 1.07 TechnicalI,P.rodudt Infomation INSULATION 07840 ROXUL ®SAFE (U.S.A.) Description & Common Applications: ROXUL SAFE ® product is a non - combustible, lightweight and water repellent semi -rigid insulation batt that provides fire stopping and acoustical insulation properties. Specifically engineered and produced for use in commercial, industrial and residential buildings as fire stopping material, SAFE can be used for applications such as: - perimeter gaps between concrete floor slabs and exterior wall systems, - around conduit pipe and duct openings through walls and floor slabs, - between fire walls and ceiling slabs. This product has excellent fire performance properties, such as high melt temperature and low thermal conductivity which means the insulation acts as a shield against fire and temperature. In addition, ROXUL products are subject to very little shrinkage in the critical phase of a fire, so the insulation layers remain in place to better prohibit the spread of flame. SAFE is intended to be used in conjunction with a fire sealant to prevent the passage of fire and smoke. 4000 1.04 1.04 1.08 NRC 1.00 1.05 1.10 ROXUL ®SAFE (U.S.A.) Fire Performance: ASTM E 814 ASTM E 136 ASTM E 84(UL 723) Moisture Resistance: ASTM C 1104 Moisture Sorption Corrosion Resistance: ASTM C 665 Corrsiveness To Steel ASTM C 795 * Stainless Steel Stress Corrosion Specification as per Test Methods C871 and C692: U.S. Nuclear Regulatory Commision, Reg. Guide #1.36: U.S. Military Specifications MIL -I -24244 (all versions including B and C) Stability and Flame Passage Testing: Time - temperature Curve Exposure based upon ASTM E 119 • 2" opening between horizontal concrete slabs • 4" opening between horizontal concrete slabs • 6° opening between horizontal concrete slabs Density: ASTM C 303 4.5lbs/ft Compressive Strength: @ 10 %: 144 psf (6.9 kPa) Dimensions: 24° (width) x 48" (length) 1.5" through 6° (thickness) Standard Test Method for Fire Tests of Through- Penetration Fire Stops Behaviour of Materials @ 750 C (1382 F) Surface Burning Characteristics For additional sizes, please contact our customer service representatives. Facings: This product can be faced with reinforced foil facings. Please note that the facings will influence the product's service temperature range. 'Provisions for lot testing may be required, consult manufacturer.' Key Application Qualifiers: • Non - combustible • Melt temperature approximately 2150 °F (1177 °C) • Fire resistance • Easy to handle • Low moisture sorption • Non - corrosive • Chemically inert • Does not rot or sustain vermin • Does not promote growth of fungi or mildew • CFC and HCFC free product and process • Made from natural & recycled materials Other ROXUL Products: Please consult ROXUL for all your insulation needs. We have an extensive range of products for all applications from pipe insulation to commercial products to residential batts. ROXUL invites all inquiries and will act promptly to service all of your requirements. IPC ROXUL INC. 551 Harrop Drive, Milton, Ontario L9T 3H3 Tel: 905 878 -8474 www.roxul.com Sales Office - Tel: 1- 800 - 265 -0878, Fax: 1- 800 -991 -0110 4 hours and 30 minutes 4 hours and 30 minutes 4 hours and 30 minutes d Fax: 905 878 -8077 Passed Non - Combustible Flame Spread = 0 Smoke Developed =0 0.04% Passed Conforms Note: As ROXUL Inc. has no control over installation design and workmanship, accessory materials or application conditions. ROXUL Inc. does not warranty the performance or results of any installation containing ROXUL Inc's. products. ROXUL Inc's. overall liability and the remedies available are limited by the general terms and conditions of sale. This warranty is in lieu of all other warranties and conditions expressed or implied, including the warranties of merchantability and fitness for a particular purpose. Revised: January 3, 2003 Supercedes: July 28. 2004 _. _v! - _ - ... STL Material Safety Data Sheet 01- JAN -2006 SpecSeal® AS200 ELASTOMERIC SPRAY CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME SpecSeal®AS200 SPRAY CHEMICAL FAMILY Mixture Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans V1hay Somerville, NJ 08876 PHONE NUMBERS Product Information : 1- 908 -526 -8000 Emergency :1 -800- 255 -3924 COMPOSITION /INFORMATION ON INGREDIENTS INGREDIENT NAME CAS NUMBER Proprietary mixture HAZARDS IDENTIFICATION * * * *** * * ** *EMERGENCY OVERVIEW*" * * * *** ***` * Possible skin and eye irritant. Blue paste. * Potential Health Effects: EYE: Contact may cause irritation. SKIN: Contact may cause irritation. INGESTION: Relatively non - toxic. INHALATION: Irritation of the nose, throat, and lungs may result from over -exposure to vapors or mist. CHRONIC (CANCER) INFORMATION: Not classified as carcinogenic. LONG TERM TOXIC EFFECTS: None known. Page 1 of 3 MSDS - SpecSeal® AS200 Elastomeric Spray FIRST AID MEASURES First Aid INHALATION: Remove to fresh air. SKIN CONTACT: Wash thoroughly. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops. INGESTION: None applicable. FIRE FIGHTING MEASURES Not a fire hazard. EXTINGUISHING MEDIA Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires. SPECIAL FIRE FIGHTING PROCEDURES As for surrounding fire. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean -up. HANDLING AND STORAGE Store under ambient conditions. No special handling required. EXPOSURE CONTROLS /PERSONAL PROTECTION EYE PROTECTION REQUIREMENTS' Safety glasses /goggles. SKIN PROTECTION REQUIREMENTS' Gloves. RESPIRATOR REQUIREMENTS' None. VENTILATION REQUIREMENTS: ............ ... . If needed, use local exhaust ventilation to keep airbome concentrations below the TLV. Exposure Guidelines Exposure Limits PEL(OSHA) : Particulates (Not Otherwise Classified) 15 mg /m3, 8 Hr. TWA, total dust 5 mg /m3, 8 Hr. TWA, respirable dust TLV(ACGIH): None Established PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM Blue paste SPECIFIC GRAVITY 1.1 PERCENT VOLATILES 22 +/ -2 EVAPORATION RATE ................... ..... ........ >1 BOILING POINT ....................... .. ... 100 deg. C SOLUBILITY IN WATER . Infinitely dilutable STABILITY AND REACTIVITY STABILITY This is a stable material. CONDITIONS TO AVOID Storage >55 deg. C HAZARDOUS POLYMERIZATION Will not occur. INCOMPATIBILITIES None special. TOXICOLOGICAL INFORMATION Mixture not tested but based on components: May be irritating to skin and eyes and may produce symptoms of nausea in poorly ventilated areas. None of the components are listed as carcinogens. Page 2 of 3 MSDS - SpecSeal® AS200 Elastomeric Spray FOD -5043 ECOLOGICAL INFORMATION No data. DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State /Provincial, and Local regulations. TRANSPORTATION INFORMATION DOT — not regulated. REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status : Reported /Included. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and of 40 CFR 372: OTHER INFORMATION NPCA -HMIS Rating Health :1 Flammability : 0 Reactivity :0 Personal Protection rating to be supplied by user depending on use conditions. STATE RIGHT - TO - KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below: SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT AT A CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): NJTSRN- AS200 WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: None known. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 3of3 MSDS - SpecSeal® AS200 Elastomeric Spray FOD -5043 Page 1 of 3 MSDS - SpecSeal® BLU Wrap Strip FOD -5020 _ _ _ STL Material Safety Data Sheet 01- JAN -2003 SpecSeal® BLU WRAP STRIP CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME SpecSeal® BLU Wrap Strip CHEMICAL FAMILY Does not apply Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 PHONE NUMBERS Product Information : 1- 908 -526 -8000 Emergency : 1-800-255-3924 COMPOSITION /INFORMATION ON INGREDIENTS Non - hazardous, flexible rubber strip. HAZARDS IDENTIFICATION * * * * * * * * ** *EMERGENCY OVERVIEW * Non - hazardous. Flexible rubber strip * ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Potential Health Effects: EYE: Physical contact may cause irritation. SKIN: Contact should not cause problems. INGESTION: Not likely. INHALATION: No hazard. CHRONIC (CANCER) INFORMATION: None known. LONG TERM TOXIC EFFECTS: None known. Page 1 of 3 MSDS - SpecSeal® BLU Wrap Strip FOD -5020 FIRST AID MEASURES First Aid INHALATION: None applicable. SKIN CONTACT: None applicable. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops. INGESTION: None applicable. FIRE FIGHTING MEASURES Flash point: Not established. EXTINGUISHING MEDIA Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires. SPECIAL FIRE FIGHTING PROCEDURES: As for surrounding fire. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean -up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean -up. HANDLING AND STORAGE Store under ambient conditions. No special handling required. EXPOSURE CONTROLS /PERSONAL PROTECTION EYE PROTECTION REQUIREMENTS Safety glasses /goggles. SKIN PROTECTION REQUIREMENTS: None. RESPIRATOR REQUIREMENTS: None. VENTILATION REQUIREMENTS: If needed, use local exhaust ventilation to keep airborne concentrations below the TLV. Exposure Guidelines Exposure Limits None. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM Flexible rubber strip SPECIFIC GRAVITY 1.38 PERCENT VOLATILES 0 SOLUBILITY IN WATER Insoluble STABILITY AND REACTIVITY STABILITY: This is a stable material. CONDITIONS TO AVOID None. HAZARDOUS POLYMERIZATION Will not occur. INCOMPATIBILITIES - None special. TOXICOLOGICAL INFORMATION Mixture not tested but based on components: Particles may cause physical irritation to eyes. Contains no carcinogens as specified by IARC, ACGIH and NTP or OSHA. Page 2 of 3 MSDS - SpecSeal® BLU Wrap Strip FOD -5020 ECOLOGICAL INFORMATION No data but not expected to be environmental hazard. DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State/Provincial, and Local regulations. TRANSPORTATION INFORMATION DOT — not regulated. REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status: Article. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right - To-Know Act of 1986 and of 40 CFR 372: OTHER INFORMATION NPCA -HMIS Rating Health :0 Flammability : 1 Reactivity :0 Personal Protection rating to be supplied by user depending on use conditions. STATE RIGHT - TO - KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below: SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT AT A CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): NJTSRN - SSWBLU. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: May contain traces of substances known to the State of California to cause cancer. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 3 of 3 MSDS - SpecSeal® BLU Wrap Strip FOD -5020 --- STI. Material Safety Data Sheet 01- JAN -2006 SpecSeal® TYPE ES SEALANT CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME SpecSeal® ES Sealant CHEMICAL FAMILY Mixture Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 PHONE NUMBERS Product Information : 1- 908 -526 -8000 Emergency :1- 800 -255 -3924 COMPOSITION /INFORMATION ON INGREDIENTS INGREDIENT NAME CAS NUMBER PERCENT CALCIUM CARBONATE 1317 -65-3 30 -40 TITANIUM DIOXIDE 13463 -67 -7 2-6 PHTHALATE ESTERS 85 -68-7 4-6 HAZARDS IDENTIFICATION *******EMERGENCY OVERVIEW"""''"""'""" " Possible skin and eye irritant. Paste. * Potential Health Effects: EYE: Contact may cause irritation. SKIN: Contact may cause irritation. INGESTION: Should be relatively non - toxic. INHALATION: Irritation of the nose, throat, and lungs may result from over - exposure to vapors or mist. CHRONIC (CANCER) INFORMATION: Phthalate esters classified by EPA as possible human carcinogen. LONG TERM TOXIC EFFECTS: None known. Page 1 of 3 MSDS - SpecSeal® TYPE ES Sealant FOD -5033 FIRST AID MEASURES First Aid INHALATION: Remove to fresh air. SKIN CONTACT: Wash thoroughly. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops. INGESTION: None applicable. FIRE FIGHTING MEASURES Flash point >93 deg. C. EXTINGUISHING MEDIA Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires. SPECIAL FIRE FIGHTING PROCEDURES As for surrounding fire. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean -up. HANDLING AND STORAGE Store under ambient conditions. No special handling required. Avoid excessive heat and freezing. EXPOSURE CONTROLS /PERSONAL PROTECTION EYE PROTECTION REQUIREMENTS' Safety glasses/goggles. SKIN PROTECTION REQUIREMENTS: Gloves. Barrier skin cream. RESPIRATOR REQUIREMENTS: None. VENTILATION REQUIREMENTS' If needed, use local exhaust ventilation to keep airborne concentrations below the TLV. Exposure Guidelines Exposure Limits PEL(OSHA) : Particulates (Not Otherwise Classified) 15 mg /m3, 8 Hr. TWA, total dust 5 mg /m3, 8 Hr. TWA, respirable dust TLV(ACGIH): None Established PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM Smooth paste, slight ammonia odor SPECIFIC GRAVITY 1.2 -1.5 PERCENT VOLATILES 17 -20 EVAPORATION RATE (ether = 1) Slower BOILING POINT 100 -105 deg. C SOLUBILITY IN WATER .... . Dissolves wet, insoluble when cured PH 8.0 -8.5 STABILITY AND REACTIVITY STABILITY This is a stable material. CONDITIONS TO AVOID Excessive heat and freezing HAZARDOUS POLYMERIZATION' Will not occur. INCOMPATIBILITIES - . . . ... None special. TOXICOLOGICAL INFORMATION Mixture not tested but based on components: May be irritating to skin and eyes. As a precautionary measure, preclude from those individuals with a history of respiratory ailments. EPA Integrated Risk Information System IRIS): Butyl benzyl phthalate, CAS# 85 -68 -7, carcinogen assessment is: C (Possible human carcinogen) Page 2 of 3 MSDS - SpecSeal® TYPE ES Sealant FOD -5033 ECOLOGICAL INFORMATION No data. DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State /Provincial, and Local regulations. TRANSPORTATION INFORMATION DOT — not regulated. REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status: Reported /Included. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and of 40 CFR 372: OTHER INFORMATION NPCA -HMIS Rating Health :1 Flammability :2 Reactivity :0 Personal Protection rating to be supplied by user depending on use conditions. STATE RIGHT - TO - KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below: SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT ATA CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): NJTSRN- ES100 (titanium dioxide, phthalate esters) WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: None known. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 3 of 3 MSDS - SpecSeal® TYPE ES Sealant FOD -5033 Page 1 of 1 MSDS - EZPATH® 33 PATHWAY FOD -5095 „._- STI. Material Safety Data Sheet 27 -OCT -2005 EZPATH® SERIES 33 PATHWAY CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME EZPATH® SERIES 33 PATHWAY CHEMICAL FAMILY Article Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 PHONE NUMBERS Product Information : 1- 908 -526 -8000 Emergency :1- 800 - 255 -3924 OTHER INFORMATION A Material Safety Data Sheet is not required on EZPATH® Series 33 Pathway due to the fact that this product is an "article” as defined within 29CFR 1910.1200. Accordingly, this product is exempt from OSHA Labeling /MSDS requirements. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 1 of 1 MSDS - EZPATH® 33 PATHWAY FOD -5095 Page 1 of 3 MSDS - SpecSeal® Firestop Pillows FOD -5024 _ ,-= STI. Material Safety Data Sheet 01- JAN -2006 SpecSeal® FIRESTOP PILLOWS CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME SpecSeal® Firestop Pillows CHEMICAL FAMILY Does not apply Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans VVay Somerville, NJ 08876 PHONE NUMBERS Product Information :1- 908 -526 -8000 Emergency : 1- 800 - 255 -3924 COMPOSITION /INFORMATION ON INGREDIENTS Mineral wool core with encapsulated fire resistant coating packaged in a sealed poly bag. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW **" * No hazard but dust or particles from broken bag may be possible skin and eye irritant. Solid. Potential Health Effects: EYE: Contact may cause irritation. SKIN: Contact may cause irritation. INGESTION: Not likely. INHALATION: Irritation of the nose, throat, and lungs may result from over - exposure to dust from broken bag. CHRONIC (CANCER) INFORMATION: Mineral wool from broken bags is a suspect carcinogen. LONG TERM TOXIC EFFECTS: None known. FIRST AID MEASURES Page 1 of 3 MSDS - SpecSeal® Firestop Pillows FOD -5024 First Aid INHALATION: Remove to fresh air. SKIN CONTACT: Wash thoroughly. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops. INGESTION: None applicable. FIRE FIGHTING MEASURES Not flammable. EXTINGUISHING MEDIA Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires. SPECIAL FIRE FIGHTING PROCEDURES' As for surrounding fire. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with dean -up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean -up. HANDLING AND STORAGE Store under ambient conditions. No special handling required. EXPOSURE CONTROLS /PERSONAL PROTECTION EYE PROTECTION REQUIREMENTS' Safety glasses /goggles. SKIN PROTECTION REQUIREMENTS: Gloves. RESPIRATOR REQUIREMENTS: None. VENTILATION REQUIREMENTS* If needed, use local exhaust ventilation to keep airborne concentrations below the TLV. Exposure Guidelines Exposure Limits PEL(OSHA) : Particulates (Not Otherwise Classified) 15 mg /m3, 8 Hr. TWA, total dust 5 mg /m3, 8 Hr. TWA, respirable dust TLV (ACGIH): None Established PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM Solid SPECIFIC GRAVITY 0.1 PERCENT VOLATILES 0 SOLUBILITY IN WATER Very slight STABILITY AND REACTIVITY STABILITY: This is a stable material. CONDITIONS TO AVOID None. HAZARDOUS POLYMERIZATION Will not occur. INCOMPATIBILITIES None special. TOXICOLOGICAL INFORMATION Mixture not tested but based on components: Broken bags may emit dust that is irritating to skin, eyes and respiratory passages. Mineral wool is designated as a carcinogen by IARC, ACGIH and NTP. ECOLOGICAL INFORMATION No data. Page 2 of 3 MSDS - SpecSeal® Firestop Pillows FOD -5024 DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State /Provincial, and Local regulations. TRANSPORTATION INFORMATION DOT — not regulated. REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status: Article. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 and of 40 CFR 372: OTHER INFORMATION NPCA -HMIS Rating Health :0 Flammability : 0 Reactivity :0 Personal Protection rating to be supplied by user depending on use conditions. STATE RIGHT - TO - KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below: SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENTATA CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): NJTSRN -SSB. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: Contains substances know to the State of California to cause cancer. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 3 of 3 MSDS - SpecSeal® Firestop Pillows FOD -5024 Page 1 of 3 MSDS - SpecSeal® TYPE SSS Sealant FOD -5002 AMMER STI. Material Safety Data Sheet 01- JAN -2006 SpecSeal® TYPE SSS SEALANT CHEMICAL PRODUCT /COMPANY IDENTIFICATION Material Identification PRODUCT NAME SpecSeal® SSS Sealant CHEMICAL FAMILY Mixture Company Identification MANUFACTURER/DISTRIBUTOR Specified Technologies, Inc. 200 Evans VVay Somerville, NJ 08876 PHONE NUMBERS Product Information : 1 -908 -526 -8000 Emergency : 1-800-255-3924 COMPOSITION /INFORMATION ON INGREDIENTS INGREDIENT NAME CAS NUMBER Proprietary mixture — - HAZARDS IDENTIFICATION EMERGENCY OVERVIEW * * * * * ***"*" * Possible skin and eye irritant. Blue paste. " Potential Health Effects: EYE: Contact may cause irritation. SKIN: Contact may cause irritation. INGESTION: Relatively non - toxic. INHALATION: Irritation of the nose, throat, and lungs may result from over - exposure to vapors or mist. CHRONIC (CANCER) INFORMATION: Not classified as carcinogenic. LONG TERM TOXIC EFFECTS: None known. Page 1 of 3 MSDS - SpecSeal® TYPE SSS Sealant FOD -5002 FIRST AID MEASURES First Aid INHALATION: Remove to fresh air. SKIN CONTACT: Wash thoroughly. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops. INGESTION: None applicable. FIRE FIGHTING MEASURES Not a fire hazard. EXTINGUISHING MEDIA .. Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires. SPECIAL FIRE FIGHTING PROCEDURES' As for surrounding fire. ACCIDENTAL RELEASE MEASURES Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean -up. HANDLING AND STORAGE Store under ambient conditions. No special handling required. EXPOSURE CONTROLS /PERSONAL PROTECTION EYE PROTECTION REQUIREMENTS' Safety glasses /goggles. SKIN PROTECTION REQUIREMENTS: Gloves. RESPIRATOR REQUIREMENTS: None. VENTILATION REQUIREMENTS' If needed, use local exhaust ventilation to keep airbome concentrations below the TLV. Exposure Guidelines Exposure Limits PEL(OSHA) : Particulates (Not Otherwise Classified) 15 mg /m3, 8 Hr. TWA, total dust 5 mg /m3, 8 Hr. TWA, respirable dust TLV (ACGIH) : None Established PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM Red paste with minimal odor SPECIFIC GRAVITY 1.24 PERCENT VOLATILES 20 EVAPORATION RATE >1 BOILING POINT 100 deg. C SOLUBILITY IN WATER Infinitely dilutable STABILITY AND REACTIVITY STABILITY: This is a stable material. CONDITIONS TO AVOID Storage >55 deg. C HAZARDOUS POLYMERIZATION Will not occur. INCOMPATIBILITIES None special. TOXICOLOGICAL INFORMATION Mixture not tested but based on components: May be irritating to skin and eyes and may aggravate existing skin and eye conditions. None of the components are listed as carcinogens. Page 2 of 3 MSDS - SpecSeal® TYPE SSS Sealant FOD -5002 ECOLOGICAL INFORMATION No data. DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State /Provincial, and Local regulations. TRANSPORTATION INFORMATION DOT — not regulated. REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status: Reported /Included. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and of 40 CFR 372: OTHER INFORMATION NPCA -HMIS Rating Health :1 Flammability : 0 Reactivity :0 Personal Protection rating to be supplied by user depending on use conditions. STATE RIGHT - TO - KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below: SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT AT A CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): NJTSRN- SSS100 WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: Possible traces of formaldehyde, ethyl acrylate, acetaldehyde, acrylamide and acrylonitrile. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known. This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any Toss or damage that may occur form the use of this information. Responsibility for MSDS : Specified Technologies, Inc. 200 Evans Way Somerville, NJ 08876 Page 3 of 3 MSDS - SpecSeal® TYPE SSS Sealant FOD -5002 ROX The Better Insulation 1. Identification: Material Safety Data Sheet Material Name: Mineral Wool Insulation 1.1 Product Generic Name: Mineral Wool Insulation 1.2 Product Use: Commercial, Industrial and Residential Insulation 1.3 Products: CavityRockT°', ConRockn", CurtainRockT"', DrainBoardT"", EnerWrapT°", Flcxibatt®, Noise Stop, RHFTm, RHMT"°, RHT ROXUL AFBTM, ROXULPlus ®, ROXUL® 1200, RXL RWTm, SAFE, Safe'n'SoundT"', Techtorem 1200, TechtonT"° 1200 Marine, TopRockT° P, TopRock'"" F 1.1 Company Address: 1.5 Web Site: 3. Hazards Identification throat. 3.3 Potential Health Effects: Page 1 of 7 Roxul Inc. 551 Harrop Drive Milton, Ontario Canada L9T 3H3 www.roxul.com 1.6 If further information is required, please call or fax Roxul Inc. Telephone: 1- 800 -265 -6878 or 905- 878 -8474 Fax: 905 - 878 -8077 2. Information on Ingredients: Ingredient Name CAS Number Mineral Fiber RN 65997 -17 -3 Cured Urea Extended Phenolic 25104 -55 -6 Formaldehyde Binder 94 -99 1 -6 3.1 Appearance and Odor: Grey, green fibrous batt or board. 3.2 Emereency Overview: Acrid smoke may be generated during a fire. Exposure to dust may be irritating to the eyes, nose and 3.3.1 Inhalation: Temporary mechanical irritation of the upper respiratory tract (scratchy throat, coughing, congestion) may result from exposures to dusts and fibers in excess of applicable exposure limits. 3.3.2 Skin Contact: Dusts and fibers may cause temporary mechanical irritation (itching) or redness to the skin. 3.3.3 Rye Contact: Dusts and fibers may cause temporary mechanical irritation (itching) or redness to the eyes. 3.3.4 Ingestion: Ingestion of this product is unlikely and not intended under normal conditions of use. Ingestion of this product may cause gastrointestinal irritation. 3.3.5 Rxisting Medical Conditions: Pre- existing chronic eye, skin and respiratory conditions may temporarily worsen due to exposure to dusts and fibers. jssue Date: January 21, 2004 Replaces Issue: December 12, 2003 ROXUL The Better Insulation 4. First -Aid Measures: 4.1 Inhalation: If irritation occurs, remove the affected person to fresh air. Drink water, and blow nose, to clear dusts and fibres from throat and nose. If irritation persists, consult a physician. 4.2 Zhu: : If irritation occurs, do not rub or scratch. Rinse under running water prior to washing with mild soap and water. Use a washcloth to help remove fibres. If irritation persists, consult a physician. 4.3 Eves: If irritation occurs, flush eyes with plenty of water for at least 15 minutes. Do not rub the eyes. Consult a physician if irritation persists. 4.4 Ingestion: Ingestion of this product is unlikely and not intended under normal conditions of use. If it does occur, rinse mouth with plenty of water to help remove dust and fibres, and drink plenty of water to help reduce potential gastrointestinal irritation. Do not induce vomiting unless directed to do so by a physician. 5. Fire - Fighting Measures: The products are non - combustible and do not pose a fire hazard. However, packaging material may burn. 5.1. Suitable extinguishing media: Water, foam, carbon dioxide or dry powder 5.2 Extinguishing media which must not be used for safety reasons: None 5.3 Combustion products: 5.4 Special protective equipment for fire- fighters: 5.5 Flash point: None Upper Flammable Limit (UFL): Not Applicable Autoignitiort: Not Applicable 6. Accidental Release Measures: Page 2 of 7 Material Safety Data Sheet Material Name: Mineral Wool Insulation Carbon dioxide, carbon monoxide and trace gases Observe normal fire fighting procedures Flash Point Method Used: Not Applicable Lower Flammable Limit: Not Applicable Explosive Properties: Not Applicable 6.1 Containment Procedures: Pick up large pieces and scoop up dusts and fibers after they have settled out of air. These materials will disperse and settle along the bottom of waterways and ponds. It cannot easily be removed once it is waterborne, but is considered non - hazardous in water. 6.2 Cleanup Procedures: Use OSHA - recommended work practices and protective equipment as described in Section 8 of this Material Safety Data Sheet Avoid generating airborne dusts and fibers during cleanup. Do not use compressed air. Vacuum dusts and fibers. Place material in an appropriate container for disposal as non- hazardous waste. 6.3 Response Procedures: Isolate area. Keep unnecessary personnel away. If dry methods or compressed air are used to collect dusts and fibers, all personnel in the area should wear OSHA - approved protective equipment (see Section 8 of this Material Safety Data Sheet). Issue Date: January 21, 2004 Replaces Issue: December 12, 2003 ROX 'L The Better Insulation 7. Handling and Storage: 7.1 General Precautions: - Utilize OSHA - recommended work practices and protective equipment when using the products (see Section 8 of this Material Safety Data Sheet). 7.2 Handling: Unpack material at application site to avoid unnecessary handling of product Keep work areas clean. Avoid unnecessary handling of scrap material and debris by placing such materials in suitable containers, which should be kept as close to the work area as possible. Ensure good ventilation. Local exhaust ventilation may be required if the method of use produces dust levels which exceed applicable exposure limits (see Section 8 of this Material Safety Data Sheet). Avoid excessive eye and skin contact with dusts and fibers. Use recommended cleanup procedures to avoid buildup of dusts and fibers in the work area. 7.3 _3r e: Keep material in original packaging until it is to be used. Store material to protect against adverse conditions including precipitation. 8. Exposure Controls /Personal Protection: 8.1 1xposure Guidelines: 8.1.1 General Product Information: Follow all applicable exposure limits. Local regulations may apply. Roxul recommends that users of the products adhere to the OSHA - recommended PEL of 1 f /cc TWA (fibers longer than 5 un with diameters less than 3 gm). This recommended PEL, together with recommended work practices and personal protective equipment, were adopted in a Health and Safety Partnership Program (HSPP) agreement in 1999 between OSHA and the North American Insulation Manufacturers Association (NAIMA), of which Roxul is a member. Adherence to the OSHA - recommended PEL, work practices and protective equipment in the HSPP is expected to provide appropriate protection against all inhalation- related health risks that may be associated with exposures to mineral wool fibers (ACGIH 1997; NAIMA 1999; OSHA 1999; National Research Council 2000, IARC 2001), and to minimize eye and skin irritation. Page 3 of 7 8.1.2 Component Exposure Limits: Source OSHA ACGIH OSHA Material Safety Data Sheet Material Name: Mineral Wool Insulation Legal or Recommended Exposure Limit Exposure 1 f /cc TWA (recommended) 1 f /cc TWA (threshold limit value - TLV) 15 mg /m TWA -PEL (total particulate) 5 mg/m TWA -PEL (respirable particulate) ACGIH 10 mg /m TWA -TLV (inhalable particulate) 3 mg /m' TWA -TLV (respirable particulate) issue Date: January 21, 2004 Synthetic Vitreous Fibers, > 5 pm length, < 3 µm diameter Synthetic Vitreous Fibers, > 5 gm length, < 3 µm diameter Inert dust and particulates not otherwise regulated Particulates not otherwise classified, containing no asbestos and <1% crystalline silica Replaces Issue: December 12, 2003 ROX Page 4 of 7 The Better Insulation Material Safety Data Sheet Material Name: Mineral Wool Insulation 8.2 R puipment and Work Practices: Follow OSHA - recommended equipment and work practices. A complete copy of these practices can be obtained from Roxul Inc. (see Section 1 of this Material Safety Data Sheet), and is available on the OSHA website ( Dup:// www. oslOa. govlS 1d (. /svntlicucmuicralt.tbcrs /aou I,. lulu* 8.2.1 Follow OSHA - recommended safe handling practices listed in Section 7.2 above. 8.2.2 Where feasible, general dilution ventilation or local exhaust ventilation should be used as necessary to maintain exposures below applicable exposure limits. Dust collection systems should be used in cutting or machining operations and may be needed when using power tools. 8.2.3 Follow OSHA - recommended work practices when fabricating, installing or removing product 8.3 Personal Protective Equipment:: 8.3.1 Respiratory: 8.3.1.1 General: If dust levels exceed applicable exposure limits, wear a NIOSH certified dust respirator with an efficiency rating of N95 or higher. Use disposable face masks complying with NIOSH respirator standards, such as a 3M Model 8210 (or 8710) (3M Model 9900 in high humidity environments) or equivalent For exposures up to five times the established exposure limits use a quarter -mask respirator, rated N95 or higher; and for exposures up to ten times the established exposure limits use a half -mask respirator (e.g. MSA's DM -11, Racal's Delta N95, 3M's 8210), rated N95 or higher. For exposures up to 50 times the established exposure limits use a full-face respirator, rated N99 or higher. 8.3.1.2 Specific Operations: Wear a NIOSH certified dust respirator with an efficiency rating of N95 or higher, such as a 3M Model 8210 (or 8710) (3M Model 9900 in high humidity environments) or equivalent, when fabricating, installing or removing product 8.3.2 Skin: Wear loose fitting, long sleeved and long - legged clothing to prevent irritation. A head cover is also recommended, especially when working with material overhead. The use of suitable gloves is also recommended. Skin irritation cannot occur if there is no contact with the skin. Do not tape sleeves or pants at wrists or ankles Remove fibers from the work clothes, before leaving work to reduce potential skin irritation. If working in a very dusty environment it is advisable to shower and change clothes 8.3.3 Eyes /Face: Wear safety goggles or safety glasses with side shields. 9. Physical and Chemical Properties: 9.1 Appearance: Grey, green fibrous batt or board 9.2 State: Solid 9.3 Odor: May have slight resin odour 9.4 Boiling point:: n.a. 9.5 Melting point: Approximately 2150 °F (1177 °C) 9.6 Vapour pressure: n.a. 9.7 Vapour Density: n.a. 9.8 eci Spfc Gravity: n.a. 9.9 Evaporation Rate: n.a. 9.10 Freezing Point: n.a. 9.11 Viscosity: n.a. 9.12 Solubility: Insoluble (1120) 9.13 Partition coefficient: n.a. n.a. = not applicable Issue Date: January 21, 2004 Replaces Issue: December 12, 2003 ROX The Better Insulation 10. Stability and Reactivity: 10.1 Stability: Stable 10.2 Reactivity: Not reactive 10.4 Hazardous Polymerization: 10.5 jncompatible Materials: 11. Toxicological Information: 11.2 Chronic Toxicity: Page 5 of 7 11.2.2 Human Data: 11 2 3 Animal Data: Will not occur Material Safety Data Sheet Material Name: Mineral Wool Insulation 10.3 Thermal decompositionproducts: Primary combustion products of the cured urea extended phenolic formaldehyde binder, when heated above 390 °F (200 °C), are carbon monoxide, carbon dioxide, ammonia, water and trace amounts of formaldehyde. Other undetermined compounds could be released in trace quantities. Emission usually only occurs during the first heating. The released gases may be irritating to the eyes, nose and throat during initial heat -up. Use appropriate respirators (air supplied) particularly in tightly confined or poorly ventilated areas during initial heat -up. This product reacts with hydrofluoric acid. 11. Acute Toxicity: Coarse fibers and dust from mineral wool prodcuts can cause temporary mechanical irritation (itching, redness) of the skin, and of the mucous membranes in the eyes and in the upper respiratory tract (nose and throat). The itching and possible inflammation are a mechanical reaction to dust and coarse fibers (of more than about. 5 pm in diameter), and are not damaging in the way chemical irritants may be. They generally abate within a short time after the end of exposure. When products are handled continually, the skin itching generally diminishes. 11.2.1 Summary: In October 2001, IARC completed a re- evaluation of respirable mineral wool fibers and classified them in Group 3 (not classifiable as to their carcinogenicity to humans). A summary of the most important scientific studies appears below: 11.2.2.1 The possible carcinogenic effects of exposure to mineral wool fibers has been evaluated in a number of epidemiological (human) studies. Most of this research, including large long -tem studies of mineral wool production workers in the U.S. and Europe, has been sponsored or supported by the North American and International thermal insulation industries, including Roxul Inc. Published reports of the early results of these studies identified significantly elevated rates of respiratory cancer in several subcohorts of the worker populations under evaluation (e.g., Simonato et al. 1987; Enterline et al. 1987). However, the studies had several methodological limitations, including failure to control for confounding exposures to other possible causes of the elevated cancer risk, including tobacco use and occupational exposures to recognized carcinogens such as asbestos. For these reasons, the authors of these reports did not interpret the results as establishing an association between exposure to mineral wool fibers and an increased risk of cancer. Several of these earlier reports formed part of the basis for IARC's previous classification of mineral wool fibers in Group 2B (possibly carcinogenic to humans) (IARC 1987). 11.2.2.2 Follow -up studies, including case - control studies designed to exclude the contribution of confounding exposures to the cancer experience of the study populations, found no evidence that mineral wool fibers are associated with an increased cancer risk (Marsh et al. 1996; Wong, et al. 1991; Kjaerheim et al. 2001). In announcing the new Group 3 classification for mineral wool fibers, lARC stated: 'Epidemiologic studies published during the 15 years since the previous IARC Monographs review of these fibers in 1988 provide no evidence of increased risks of lung cancer or of mesothelioma (cancer of the lining of the body cavities) from occupational exposures during manufacture of these materials" (IARC 2001). 11.2.3.1 Several studies of intraperitoneal injection of high doses of mineral wool fibers have produced significant increases in the incidence of mesothelioma (IARC 2002). The intraperitoneal injection studies formed part of the basis for IARC's previous (IARC 1987) Group 2B classification for mineral Issue Date: January 21, 2004 Replaces Issue: December 12, 2003 ROX The Better Insulation wool fibers. Leading scientists agree that intraperitoneal injection studies (i.e., surgical implantation or injection into the chest or abdomen) are the least relevant type of animal study for evaluating potential human risk for fiber exposures, because such studies bypass the animals' natural defense mechanisms and involve a type and pattern of exposure (implantation of a high dose early in life) that does not mimic human patterns of exposure (inhalation of much lower doses over a lifetime) (National Research Council 2000). 11.2.3.2 A well- designed long -term inhalation study in rats exposed to mineral wool fibers found no significant increase in lung tumor incidence, and no mesotheliomas (IARC 2002). Likewise, in two intratracheal instillation studies of mineral wool fibers, no significant increase in the incidence of lung tumors or mesotheliomas was found (IARC 2002). Inhalation studies are regarded as the most relevant type of animal data for evaluating potential human risk, and intratracheal instillation studies, while less relevant, are considered valuable for the initial screening of fibrous compounds (National Research Council 2000). Thus, evaluating all the available animal studies in conjunction with the human data, IARC's most recent review finds 'inadequate evidence overall for any cancer risk' from mineral wool fibers (IARC 2001). 11.3 Evaluations of Potential Carcinogenicity: Source Classification Description IARC Group 3 Not Classifiable as a Human Carcinogen ACGIH Group A3 Confirmed Animal Carcinogen with Unknown Relevance to Humans 12. Ecologicallnformation: L' Material Safety Data Sheet Material Name: Mineral Wool Insulation 12.1 Ecotoxicity: No data available for the products. The products are stable, are not expected to cause harm to animals, plants or fish, and have no other known adverse environmental effects. 12.2 Environmental Fate: No data available for the products. 13. Disposal Considerations: 13.1 US EPA Waste Number & Descriptions: 13.1.1 General Product Information: The products, as supplied, are not expected to be a characteristic hazardous waste under RCRA if discarded. 13.1.2 EPA Waste Numbers: No EPA Waste Numbers are applicable for this product's components. 13.2 Disposal Instructions: Product is not considered a hazardous waste. Dispose of waste material according to Federal, State, Provincial, and Local environmental regulations. 14. Transport Information: 14.1 General: No special precautions. 14.2 US DOT Information: This product is not classified as a hazardous material for transport. 15. Regulatory Information: 15.1 U.S. Regulations: Page 6 of 7 15.1.1 Toxic Substances Control Act fTSCA): All components in this product are listed, as required, on the US EPA TSCA inventory, or are not required to be listed Issue Date: January 21, 2004 ,Replaces Issue: December 12, 2003 ROX The Better Insulation 16. Further Information: 16.2 Key /Legend: Page 7 of 7 L' Material Safety Data Sheet Material Name: Mineral Wool Insulation 15.1.2 CERCLA: Includes mineral fiber emissions from facilities manufacturing or processing glass rock or slag fibers (or other mineral derived fibers) of average diameter 1 micrometer or less; Statutory RQ = 1 pound (.454 kg); no final RQ is being assigned to the generic or broad class (related to Fine mineral fibers). 15.1.3 Clean Air Act: Mineral wool fiber appears on the Clean Air Act -1990 Hazardous Air Pollutants List. 15.2 State and Local Regulations: State, Provincial, and Local regulations not identified in this Material Safety Data Sheet may apply. 15.3 WHMIS: The products have been classified in accordance with the hazard criteria of the Controlled Product Regulations and this Material Safety Data Sheet contains all the information required by the Controlled Product Regulations 15.3.1: WHMIS IDL: No components are listed on the IDL 15.3.2: WHMIS Classification: No components are classified as controlled products. 16.1 potential Health, Effects: IARC Monograph Man-made Vitreous Fibres, press release October 2001 Safety in the Use of Mineral and Synthetic Fibers, Occupational Safety and Health Series. International Labor Office (ILO). Information about `Health and Safety Research on Rock- and Slag -wool' can be obtained from the North American Insulation Manufacturers Association (NAIMA), 44 Canal Center Plaza, Suite 310, Alexandria, VA 22314, USA). Home -page: Intp:/ Iwwm ACGII - I = American Conference of Governmental Industrial Hygienists; CAI = Clean Air Act- CAS = Chemical Abstracts Service; CERCLA = Comprehensive Environmental Response, Compensation and Liability Act DOT = Department of Transportation; Ela = Environmental Protection Agency; 1-IMIS = Hazardous Material Identification System; j-ISPP = Health and Safety Partnership Program IARC = International Agency for Research on Cancer; MSDS = Material Safety Data Sheet; NAIMA = North American Insulation Manufacturers Association; NFPA = National Fire Protection Association RIOSH = National Institute for Occupational Safety and Health; OSHA = Occupational Safety and Health Administration; En = Permissible Exposure Limit; RCRA = Resource Conservation and Recovery Act; EQ = Reportable Quantity; SVF = synthetic vitreous fibers TSCA = Toxic Substanceli Control Act; TWA = time- weighted average WHMIS = Workplace Hazardous Materials Information System. 16.3 References: Complete citations, or copies, of all references cited in this Material Safety Data Sheet can be obtained from Roxul Inc. (see Section 1). 16.4 Accuracy: The information contained herein is based upon data considered to be accurate. However, no warranty is expressed or implied regarding the accuracy of these data, the results to be obtained from the use thereof, or that any such use will not infringe upon any patent This information is furnished as a guide only and upon the condition that the person receiving it shall make tests to determine the accuracy and suitability for his or her own purpose. Issue Date: January 21, 2004 Replaces Issue: December 12, 2003 Jim Graham From: "tony holman" <tony_holman2001 @ yahoo.com> To: "jim grahm" <jimg4heiberg @msn.com> Sent: Thursday, November 20, 2008 5:53 PM Attach: Alfred Angelo Bridal.pdf Subject: Fw: Firestop Submittal for Angelo Bridal Forwarded Message - - -- From: JOHN DUGGAN <dugganj @katewwdb.com> To: tony_holman2001 @yahoo.com Sent: Wednesday, November 19, 2008 9:46:02 PM Subject: Firestop Submittal for Angelo Bridal Page 1 of 1 Tony, I read you fax. I will be using Secified Tachnologies, Inc (STI) Firestop systems and products for all the firestopping at Angelo's Bridal. I have attached a submittal packgae for your review. This submittal contains all the systems we need for a minimum 3 hour wall. I will bring a hard copy for the inspector on Tuesday. * * * ** *When I call you tomorrow, Will you verify the wall is only 3 hour and not 4 hour. If it is 4 hour, I may have to make a few adjustments * * * * ** ******on systems and any engineering I may request from STI***** Would you have the electrician pull the 4" conduit sleeve out of the wall before you rock the wall, give me a 2" round hole (no sleeve) around the wire bundle coming through the wall. I plan on installing an EZ -Path Firestop device around the cables. I will talk to you about that tomorrow. Thanks, John John M Duggan FIRESTOP 206- 793 -6852 voice 888- 777 -0713 fax 11/21/2008 Project Info Project Address Alfred Angelo Bridal Date 10/14/2008 17250 Southcenter Parkway, Suite 136 For Building Department Use 1�p�! FILE ' E COp Tukwila, WA. Applicant Name: Freiheit & Ho Architects Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA r „, Applicant Phone: 425- 827 -2100 Project Description ❑ Plans Included requirements. ' New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 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 100 SALES 1.50 3147.0 4720.5 115 STOCKROOM 0.50 711.0 355.5 COMMON COMMON AREAS 0.80 2 4 9.0 199.2 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5275.2 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES 2X4 FLUORESCENT 12 104.0 1248.0 SALES 2X2 FLUORESCENT 16 64.0 1024.0 COMMON 2X2 FLUORESCENT 4 64.0 256.0 STOCKROOM 4' STRIP LIGHT 8 62.0 496.0 . ,!! 1 gy p. n��,C,E CODE CU6 !� it Tuk b CI Total Proposed Watts may not exceed Total Allowe• Watts for Interior Total Proposed Watts 3024.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Maximum Allowed Lighting Wattage 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 manufacturer's 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. Does- 4 3 RECEIVES.' OCT. 152008 PERMIT CENTER ACTIVITY NUMBER: D08 -463 DATE: 11 -10 -08 PROJECT NAME: ALFRED ANGELO BRIDAL SITE ADDRESS: 17250 SOUTHCENTER PY SUITE 136 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B ng � iv i sion Public W•rks Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS R CORRECTIONS: F.7 Approved Notation: Documents/routing slip.doc 2 -28-02 • PLAN REVIEW/ROUTING SLIP 611 nV II -`v-o6 Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions DATE: Planning Division Permit Coordinator 1� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -11 -08 Not Applicable Permit Centel' Use •Drily.' .. , INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 12 -09 -08 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: El Permit. Center` Use Onty =. . { `•' . ; ' • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: U O' B i t n g Division Complete Comments: -0 TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -463 DATE: 10 -15 -08 PROJECT NAME: ALFRED ANGELO BRIDAL SITE ADDRESS: 17250 SOUTHCENTER PY SUITE 136 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued X11 ! vu Fire Prevention P Iic Wor i(s Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-16-08 Incomplete Structural Review Required kr ro - i Planning Divis on Not Applicable Permit Center Use Oily INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11-13-08 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) 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 INITIALS STAFF INITIALS r 1 ii-E0 tAL_ ll 01: Summary of Revision: ,', 3 t-r d-evvtis i (AAA 41 j TT Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS r 1 ii-E0 tAL_ ll 01: Summary of Revision: ,', 3 t-r d-evvtis i (AAA 41 j TT Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS r 1 ii-E0 tAL_ ll 01: Summary of Revision: ,', 3 t-r d-evvtis i (AAA 41 j TT Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS r 1 ii-E0 tAL_ ll 01: Summary of Revision: 4 ,', 3 t-r d-evvtis i (AAA 41 j TT Received by: Received by: p PM�t3 /C,( 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: A I red( l� vv �e `o SITE ADDRESS: r,12 5() s r, J 4ve eiv.'4t4.- py 34 13 ( 1 0 REVISION LOG PERMIT NO: �0 0 7 L 3 ORIGINAL ISSUE DATE: 11— 3 -0 b ease print please print ease pnn ease pnn please prin 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 100- Li 403 Date: 1 1/10/C18 Plan Check/Permit Number: ❑ Response to Incomplete Letter # O Response to Correction Letter # 1 ® Revision # j after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ALFRED ANGELO BRIDAL Project Address: 17250 Southcenter Py, Suite 136 Contact Person: Tom Spader Summary of Revision: I LtLI 1@ED 3 - I-Y7t l2 1 .-.M LS I k)C LIA 1 1 AS /a PART OF 714F TENANT ( MP2M/FM EDIT FAIR Al FRFI A1. BRIDAL . [ FTALI S , .SFrTIik1S, AND D1= .T'115I1.1C, lAtA.L.L. Entered in Permits Plus on 1 8 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: ( 227- 2100 ►�1�- c — • D) J 1: /. Sheet Number(s): A0.0, A1.0 A1.1 ADT)FD MEJ SHEET AU.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Rtni- 1 RECSVED RM1T 06MR Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 2 2 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Z 1 5 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 1 r• 5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2. 12. ' Water closet, tank or valve, >1.6 GPF 8 4 IA King County Department of Natural Resources and Parks Wastewater Treatment Division Owner's Name Subdivision Name Subdiv. # Building Name gui Lblp( r - S r ' Of applicable) ( 4 -5 ) 747 — S' Owner's Phone Number (with Area Code) (,E L L E V k tE r 'tn//t q g 006 108- 2 -1 b3 Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type I - 7 Z5 /TrfcEpTE—K PAz A s;-i 1g Property Street Address Property Tax ID # 2 6 2 3 " I LA- City State ZIP IA, I CG PE 2 a PE .TI E -S LL e. Lot # Block # Property Contact Phone Number (with Area Code) Owner's Mailing Address A$ I t t • z ?LkcE 5E A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fxture Units 2- Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 1 . 03 RCE 20 For King County Use Only Account # No. of RCEs Monthly Rate clog o- O$1117 Party to be Billed (if different from owner) City or Sewer District 1-0 k w ( t,4 Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes Ig(No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ; No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 1. 0 3 t . c)3 RCE RCE RECEIVED OCT. 8 5 2008 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date 10 15 - 2 vo2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS £t SURETY CO 104784799 08/21/2006 Until Cancelled $12,000.00 08/23/2006 Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER /MEMBER 08/23/2006 Amount WIG, PRISCILLA P PARTNER /MEMBER 08/23/2006 GL164598 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 COLONY INS CO GL164598 11/10/200711/10/2008 $1,000,000.0011 /09/2007 FIRST Untitled Page General /Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company WIG PROPERTIES LLC -SS 4256412044 4811 134TH PL SE BELLEVUE WA 98006 KING LIMITED LIABILITY COMPANY UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602392950 ACTIVE WIGPRPL945N3 CONSTRUCTION CONTRACTOR 8/23/2006 8/23/2010 SEATADC016JH GENERAL UNUSED Business Owner Information Bond Information Insurance Information • https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= WIGPRPL945N3 Page 1 of 2 11/03/2008 ITEM TENANT G.G. LANDL. REMARKS RlRN INST FURN INST FURN INST SHELL FINAL CLEANING BUILDING 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS BUILDING DATA USE GROUP: M MERCANTILE GROSS AREA: 4,101 SQ FT. • • BROOM CLEAN SITE DEMOLITION NCL. REMOVAL AND DISPOSAL ELECTRICAL • • ACCESSIBILITY 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS ICC /ANSI AI11.1 -98 . A2.0 CATEGORY EXPANSION JOINTS REMARKS A3.0 CONSTRUCTION TYPE TYPE V -B • • OCCUPANCY EXISTING FLOOR CUTTING AND TRENCHING NUMBER OF EXITS • • A42 DISTANCE TO EXIT 250' MAX W/ SPRINKLER SYSTEM AS REQUIRED LEVELING (ARDEX) CORRIDORS 44' MIN. WIDTH PER 1130 10112 • • DOOR OPENINGS MINIMUM CLEAR FOR EXITS : 32' A5 REQUIRED CONCRETE FILL CLASS II • • CLASS II - WALL$ FLOORS, CEILING NUMBER OF STORIES GYP BD AT DEMISING WALLS NOTE: 32' MIN. TO BE PROVIDED BETWEEN FURNITURE 4 DISPLAYS • • TENANT ALFRED ANGELO BRIDAL EMIL WULFE 11220 MAIN STREET HOUSTON, TX 11025 113- 838 -0566 113- 662 -9648 (FAX) EXISTING CONC. SLAB AND FOUNDATION ON ON THE M 4 W) - 2 ADA COMPLIANT PROPOSED - 2 ADA COMPLIANT PROPOSED PROPOSED LANDLORD MON WIG WIG PROPERTIES, LLC 4811 134T1-1 PLACE 5E BELLEVUE, WA 98006 425- 141 -8540 425- 865 -8648 W OCCUPANTS .C. - I PER 50 OCCUPANTS U.R. - NONE REQUIRED LAY. - I PER 2 WC. (M 2 ADA COMPLIANT TOILET • • 1 PER 150 OCCUPANTS SERVICE SINK EXISTING STRUCT. MTL. FRAMING/MISC. MTL. ARCHITECT TOM SPADER FREIHEIT 4 HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE, SUITE 300 KIRKLAND, WA 98033 • 425 4321 -2100 425 -828 -6899 (FAX) OCCUPANCY CALCULATIONS TABLE 1004.1.1 SALES AREA • • EXISTING ROUGH CARPENTRY 111 / 300 : 3 • • 249 / 000 : 0 TOTAL 4,101 SF. FIRE RETARDANTBLK'G • • CONNECTORS AND SUPPORTS • • EXISTING STRUCTURAL BEAMS AND COLUMNS • • EXISTING ROOF PENETRATIONS • • EXISTING CONCRETE SAW CUT • • WATERPROOFING/DAMP PROOFING • • EXISTING THERMAL INSULATION • • EXISTING BUILDING INSULATION • • EXISTING MEMBRANE ROOFING • • EXISTING FLASHING • • - EXISTING ROOF ACCESSORIES • • EXISTING FIRESTOPPING /SMOKE BARRIERS • • EXISTING SEALANTS, CAULKING AND SEALS • • EXISTING EXTERIOR JOINT SEALERS • • EXISTING EXTERIOR FRONT DOORS 4 FRAMES • • EXISTING EXTERIOR REAR DOOR AND FRAME • • EXISTING INTERIOR DOORS, FRAMES 4 TRIM • • NOT USED STOREFRONT • • EXISTING EXTERIOR • • EXISTING INTERIOR • • EXISTING STOREFRONT DOOR DECALS • • DOOR FINISH HARDWARE - EXTERIOR REAR • • DOOR FINISH HARDWARE - INTERIOR • • GLASS /GLAZING - 5F INTERIOR • • EXISTING GLASS /GLAZING - EXTERIOR • • EXISTING FINISH CARPENTRY • • CABINET HARDWARE • • OFFICE DESKS • • STOCK ROOM SHELVING • • FITTING ROOM HANG RAIL • • CASHWRAP MILLWORK • • MIRRORS • • METAL WALL FRAMING/FURRING • • CEILING SUSPENSION SYSTEM • • ACOUSTICAL CEILING GRID • • PERIMETER METAL WALL FIXTURES • • GYPSUM WALLBOARD /CEILING • • ACOUSTICAL CEILING PANELS • • ADA BATHROOMS (2) • • VCT AND RUBBER WALL BA5E • • CARPET (MATERIALS) • • CERAMIC TILE (MATERIALS) • • FIRE EXTINGUISHERS • • INTERIOR PAINTING • • STOREFRONT SIGN • • JC SIGNS/ ELECTRICIAN TO WIRE AT JUNCTION EXISTING ALFRED ANGELO INTERIOR SIGNAGE • • G.C. TO INSTALL LOGO LETTERS ON PAINTED GYP. BD. SOFFIT STOCK ROOM HANGING GARMENT RACKS • • TOILET ACCESSORIES • • IN CEILING FLUSH MOUNTED SPEAKERS • • TENANT TO SPECIFY BRAND AND MODEL NO. FURNISHINGS • • SPRINKLER SYSTEM -MAIN SERVICE • • SPRINKLER SYSTEM - DISTRIBUTION • • PLUMBING AND FIXTURES • • HYAC SYSTEM ROOF TOP UNITS • • EXISTING HVAC SYSTEM - DISTRIBUTION • • ELECTRICAL - FLOOR OUTLETS • • ELECTRICAL SYSTEM -MAIN SERVICE • • EXISTING ELECTRICAL SYSTEM - DISTRIBUTION • • LIGHTING - LIGHT FIXTURES • • LIGHTING - LAMPS • • LIGHTING - EXTERIOR • • EXIT SIGNS • • TELEPHONE SERVICE TO INSIDE DMARK • • EQUIPMENT BY TENANT / CONDUIT AND PULL STRING BY GO. DATA/TELECOM CABLE AND TERMINATION • • ELECTRICAL SUB TO PROVIDE CONDUIT /J- BOXES/PULLWIRES SECURITY SYSTEM- MOTION/DOOR • • EQUIPMENT 4 INSTALL CODE SUMMARY ALL WORK SHALL CONFORM TO ALL GOVERNING CODES; INCLUDING BUT NOT LIMITED TO, THE FOLLOWING. JOBSITE ADDRESS SOUTHCENTER SQUARE, BUILDING 5 11250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA 98188 TYPE APPLICABLE CODES ` EI.O FIRE SAFETY 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS SYMBOLS AND FIXTURE PLAN ENERGY CODE 2006 WASHINGTON STATE ENERGY CODE A1.0 BUILDING 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS BUILDING DATA USE GROUP: M MERCANTILE GROSS AREA: 4,101 SQ FT. LUMBING 2006 UNIFOM PLUMBING CODE MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE ELECTRICAL 2005 THE NATIONAL ELECTRICAL CODE ADA SIGNAGE / FITTING ROOMS AND NOTES ACCESSIBILITY 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS ICC /ANSI AI11.1 -98 . A2.0 CATEGORY REQUIREMENT REMARKS A3.0 CONSTRUCTION TYPE TYPE V -B FULLY SPRINKLERED A4.0 OCCUPANCY M - MERCANTILE NUMBER OF EXITS 2 MIN. - TABLE 1015.1 A42 DISTANCE TO EXIT 250' MAX W/ SPRINKLER SYSTEM PER TABLE 1016.1 CORRIDORS 44' MIN. WIDTH PER 1130 10112 MORE THAN 50 OCCUPANTS DOOR OPENINGS MINIMUM CLEAR FOR EXITS : 32' FIXTURE RATING CLASS II FINISH RATING CLASS II - WALL$ FLOORS, CEILING NUMBER OF STORIES ONE (I) NOTE: 32' MIN. TO BE PROVIDED BETWEEN FURNITURE 4 DISPLAYS RESTROOM DATA TENANT ALFRED ANGELO BRIDAL EMIL WULFE 11220 MAIN STREET HOUSTON, TX 11025 113- 838 -0566 113- 662 -9648 (FAX) THE PROPOSED OCCUPANCY CALCULATION OF THE IBC THE BUILDING OCCUPANT THE MINIMUM NUMBER OF IBC TABEL 2902.1(50% SEPERATE FACILITIES ARE TOTAL FIXTURE COUNT: NUMBER 15 BASED ON THE OCCUPANCY - BUILDING TABLE 2902.1, WHICH 15 BASED PER SF. REQUIREMENT FIXTURES FOR EACH SEX 15 BASED MEN AND 50% WOMEN) REQUIRED (IBC 29023.1) lM 4 : 2 REQUIRED (l EACH - 0 PROPOSED 4 W) : 2 REQUIRED (I EACH M 4 W) ROOMS ARE PROPOSED ON ON THE M 4 W) - 2 ADA COMPLIANT PROPOSED - 2 ADA COMPLIANT PROPOSED PROPOSED LANDLORD MON WIG WIG PROPERTIES, LLC 4811 134T1-1 PLACE 5E BELLEVUE, WA 98006 425- 141 -8540 425- 865 -8648 W OCCUPANTS .C. - I PER 50 OCCUPANTS U.R. - NONE REQUIRED LAY. - I PER 2 WC. (M 2 ADA COMPLIANT TOILET DRINKING FOUNTAIN: : 1 REQUIRED - RADA COMPLIANT 1 PER 150 OCCUPANTS SERVICE SINK NONE REQUIRED ARCHITECT TOM SPADER FREIHEIT 4 HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE, SUITE 300 KIRKLAND, WA 98033 • 425 4321 -2100 425 -828 -6899 (FAX) OCCUPANCY CALCULATIONS TABLE 1004.1.1 SALES AREA 3,141 5F. 3,141 / 30 = 105 STOCK ROOM / STORAGE 111 5F. 111 / 300 : 3 TOILET/ WALLS / CIRCULATION 249 SF. 249 / 000 : 0 TOTAL 4,101 SF. 108 OCCUPANTS INDEX OF DRAWINGS 40.0 GENERAL INFORMATION ` EI.O ELECTRICAL FLOOR PLAN A0.1 SYMBOLS AND FIXTURE PLAN A1.0 FLOOR PLAN A1.1 PARTITION PLAN Al2 ADA BATHROOMS A1.3 ADA SIGNAGE / FITTING ROOMS AND NOTES A2.0 REFLECTED CEILING PLAN A3.0 FINISH PLAN A4.0 INTERIOR ELEVATIONS A42 3 -HR WALL DETAILS DIVISION OF WORK Alfred Angelo Brida LOCATION PLAN PROJECT DATA KEY PLAN GENERAL NOTES REVISIONS No changes shall be made tothel cope of work without prior app o Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ALFRED ANGEL :7:77 =�_ 7 , �� - -.�. ■_�.. -^y- mike ,gin °n n ,n 11 411 ' ' Y Y�Y 7 7;7 =. 1 -I IIII !uuuuI11J1111111111111' r �7ii7i�L:�71 V 1 ;� r ". �] `u WIG BOULEVARD WIG BOULEVARD 7 g777a77777: 777777:77 W:77777 Permit No. fs iii 7777 :ii:7:i:ii::ii:i::iii:fi:II. ' r 11 ii } .i pier review approval is subject to errors and omission Approval of construction documents does not aulhiori2 the violation of any adopted code or ordinance. Swell, of approved Field Copy d conditions is acknowledge By Cite of Tukwila DI 1 !ON w 0 0 U w 0 0 U COD's COMPLIANCE. AP PROVE 1\10\1 B �C�O of TukWii ON I THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS SHALL BE REPORTED TO THE TENANT PRIOR TO SUBMISSION OF BID. A SUBMISSION OF BID SHALL IMPLY THAT THE CONTRACTOR HAS ACCEPTED THE DRAWINGS AND THE EXISTING CONDITIONS. 2. MANY SMALL DISSIMILARITIES BETWEEN THESE PLANS AND ACTUAL CONDITIONS MAY BE FOUND AND SOLVED BY THE CONTRACTOR WITHOUT CONSULTING THE DESIGNER WHEN WORK IS DONE PER STANDARD OF PRACTICE, MANUFACTURER'S INSTRUCTIONS, AND /OR LANDLORD'S RECOMMENDATION OR REQUEST. HOWEVER, CONTRACTOR'S DISCRETION SHALL NOT BE FINAL. 3. ALL FEES AND PERMITS REQUIRED TO CONSTRUCT NE WORK SHALL BE ACQUIRED AND PAID FOR BY THE CONTRACTOR 4. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST -CLASS AND WORKMANLIKE MANNER TO CONFORM TO THE INTENT OF THESE DRAWING AND SPECIFICATIONS AND TO THE BEST PRACTICES OF THE TRADES INVOLVED. 5. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL GUARANTEE ALL OF THEIR WORK AND /OR MATERIALS TO BE FREE FROM ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF OWNERS APPROVAL OF WORK AND ANY WORK OR MATERIALS THAT BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM OWNER'S APPROVAL, SHALL BE REPAIRED AND /OR REPLACED WITHOUT ANY CHARGE TO THE OWNER 6. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON TI-4E BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT DESIGNER IMMEDIATELY REGARDING DISCREPANCIES BETWEEN PLAN'S SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. FREIHEIT 4 1-40 ARCHITECTS, INC., P.S. ASSUMES NO LIABILITY FOR ITS ACCURACY OR FOR ANY LOSS OCCURRING BY REASON OF RELIANCE THEREON. 1. TENANT'S GENERAL CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE AND RUBBISH AND REMOVE DAILY. THE CONTRACTOR SHALL LEAVE THE PREMISES BROOM CLEAN AND SHALL CLEAN ALL FINISHED SURFACES, FIXTURES, GLASS, STOREFRONT, ETC. s. CONNECTION TO TEMPORARY POWER, INCLUDING ALL TEMPORARY POWER LINES, TRANSFORMERS AND ELECTRICAL DISTRIBUTION SHALL BE PROVIDED BY TENANT'S GENERAL CONTRACTOR 9. DIMENSIONS ARE TO FACE OF FINISHED WALL MATERIAL OR TO CENTER OF COLUMNS OR GRID LINES AS SHOWN ON DUJCGS. 10. DO NOT SCALE DRAWINGS. 11. GYPSUM WALL BOARD AT DEMISING WALLS, 4 EXIT CORRIDOR WALLS SHALL EXTEND TO DECK (AT BATHROOM AREA) ABOVE AS SHOWN ON PLANS. GENERAL CONTRACTOR SHALL MAINTAIN THE REQ'D RATING ON ALL SUCH PARTITIONS: METAL STUDS SHALL BE AS FOLLOWS: 20 -GAUGE TYPICAL AT NON -LOAD BEARING PARTITIONS WI-UGH ARE FULL HEIGHT TO DECK ABOVE. 12. CONSULT WITH THE TENANT PRIOR TO BID. DETERMINE ALL OWNER FURNISH /INSTALLATION ITEMS PRIOR TO SUBMIT BID. 13. PROVIDE 2X F.RT. 3/4' PLYWOOD BLOCKING FOR ALL SIGNS, FIXTURES, TOILET ROOM ACCESSORIES AND ANY OTHER WALL MOUNTED EQUIPMENT. 14. ALL EXISTING INTERIOR WALLS TO BE PATCHED, REPAIRED AND RESTORED TO A SMOOTH SURFACE. 15. OBTAIN SEPARATE APPROVAL AND PERMITS FOR INSTALLATION OF SIGNS. 16. ALL ENTRANCES TO THE BUILDING 51-IALL BE HANDICAP ACCESSIBLE. 11. BUILDING OCCUPANT SHALL SECURE ALL REQUIRED PERMITS FROM THE FIRE DEPARTMENT PRIOR TO OCCUPANCY. IS. ALL DOORS ARE LOCATED 4' OFF ADJACENT WALL UNLESS INDICATED OTHERWISE. 19. ALL DOOR OPENINGS ARE TO BE FRAMED WITH DOUBLE STUDS AT THE JAMB UNLESS INDICATED OTHERWISE 20. FIELD VERIFY AND CONFIRM ALL EXISTING ITEMS AND WORK PROVIDED BY THE LANDLORD. THIS INCLUDES ANY EXISTING EQUIPEMENT. CONTRACTOR NO NOTIFY ALFRED ANGELO BRIDAL OF ANY MISSING ITEMS OR DISCREPANCIES IN LANDLORDS WORK 21. ALL ROOF PENETRATIONS SHALL BE PERFORMED BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. 22. MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED. REVISION NOL OO8Li (p3 3. TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS 1 1\ 11/7/08 3 -HR WALL DETAILS 11/7/08 LIGHTING REVISIONS RECF" P ,NOV 10 Zuuti PiettIVIIT CENTEh REGISTRATION 7812 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: THOMAS 11V- s.PDER Sr;ir_ FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KRRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 11/10/08 - 11:47am A08 -439 A0.0.dwg SHEET A0.0 CoDvriaht 2008 Freiheit & Ho Architects. Inc.. t, -` Q EXISTING 2X3'- O "X7' -O" STORE FRONT GLASS AND METAL DOOR WITH CLOSER. TEMPERED SAFETY GLASS AS REQUIRED BY CODE. SELF CLOSING FIRE ASSEMBLY. PROVIDE SIGN ABOVE DOOR. "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" O 3'- 0"X7' -O" HOLLOW WOOD DOOR / WOOD FRAME (PRE -HUNG FRAME). 1/4" MIRROR MOUNTED ON EXTERIOR, METAL TRIM DETAIL SEE 12/A4.0 USE HEAVY DUTY HARDWARE. INTERIOR CHAIN 1200R STOP. UNDER GUT DOOR 3/4" AT BOTTOM LEVER PASSAGE HANDLE FINISH #26. PAINT INTERIOR OF DOOR P -3. PAINT INTERIOR FRAME P -2. O 3'- O "X7' -O" SOLID CORE WOOD 1200R, PAINT P3. METAL KNOCK DOWN FRAME PAINTED P2. BRUSHED CHROME KICK PLATES ONE SIDE. LEVER SET FINISH # 26. ® 3 0 "X7' -0" SOLID GORE WOOD DOOR, PAINT P. METAL KNOCK DOWN FRAME PAINTED P3. PRIVACY LEVER LOCK SET FINISH # 26. O EXISTING 3'-0"X7'-0" REAR HOLLOW METAL DOOR IN/METAL FRAME. PANIC HARDWARE AS REQUIRED BY CODE. PAINT EXTERIOR TO MATCH. 0 2'- O "X7' -O" HOLLOW WOOD DOOR W/ WOOD FRAME. 6 -0 0 EXISTING GLASS d METAL FRONT DOORS HELD VERIFY 02 DOORS AI.OJ SCALE:NTS DOOR SCHEDULE 5' -0" O 3 ' -O" 2 SEE SHEET AI.3 L - 0 10" KICK PLATE O DOOR W/MIRROR ROOM R K SEE 12/A4.0 A NEW 3 HOUR RATED WALL. 8" STUDS AT 16 'I O.G. G.G. TO F a. -SAFE ALL VOIDS AND PENE - ° 0 FROM EXISTING CONCRETE SLAB TI DECK ABOVE. MAINTAIN A ( �• RATING illl H j I I I I II IIIIIIIIIIilli I I 1 11 I 1 1 1 4 11 11 III 11 111111 it 11 III 11 111111 G.G. PROVIDE I "xb" NON COMBUSTIBLE BLOCKING AT 1' -6" A.F.F. AND AT 6-6" A.F.F FOR HANGING RACK TYP. G.G. PROVIDE I "x6" NON COMBUSTIBLE BLOCKING AT l' -6" A.F.F. AND AT 6' -6" A.F.F FOR HANGING RACK TYP. C .G. PROVIDE I "xb" NON- - COMBUSTIBLE BLOCKING AT I' -6" A.F.F. AND AT 6' -6" A.F.F FOR HANGING RACK TYP. MEE ROO RR *6 ROM *7 5' -3" I8" MIN. 5 - 5 " =NMI r i FITTING ROOM *10 110 5' -8" 6-10" FITTING *i FITTING ROOM *6 - f' -IO" - r-to" 16' -1" 2 81 9 in - O - 5' -0" 0 ® BATHROOM DOOR 0 1 1 zz y 5' -0" O REAR DOOR L___ - 0 WINDONI DISPLAY FLOOR PLAN I.0 SCALE:3/Ib " :I' -0" ()DISPLAY DOOR NOTE: I. PER IBC 1405.12 STOREFRONT SHALL CONFORM TO TESTING 4 PERFORMANCE REQUIREMENTS OF SECT. 11145 ALUMINUM STOREFRONT* DOORS SHALL BE LABELED AND CONFORMING TO AAMA/WDMA /G5A101/I.5.2/A440 W/ MNFR LABEL. 2. DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPEN ABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. SAFETY CLEAR TEMPERED -ALL GLAZING SHALL COMPLY WITH THE WASHINGTON PRODUCT CONTROL 4. PROVIDE A DURABLE SIGN ON OR NEAR THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NO LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL EXITS. 5. ALL EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 8' -0" HARDWARE NOTES 8' -0 r ALL DOOR LOCK SET SHALL BE LEVER HANDLES AND EXIT HARDWARE SHALL NOT BE LOCKABLE FROM INSIDE. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE 3 SECONDS TO MOVE TO A POINT 3" (15 mm) FROM THE LATCH, MEASURED TO THE EDGE OF THE DOOR. • EXTERIOR DOORS TO HAVE 30 LBS. MAX. OPENING FORGE. • CONTROLS, OPERATING MECHANISMS AND HARDWARE. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH LOCAL BUILDING CODE AND IBC. EXCEPTION: FLOOR OR PORTIONS OF FLOORS NOT CUSTOMARILY OCCUPIED, INCLUDING, BUT NOT LIMITED TO, ELEVATOR PITS, OBSERVATION GALLERIES USED PRIMARY FOR SECURITY PURPOSES, ELEVATOR PENTHOUSES, NON OCGUPYABLE SPACES ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES, VERY NARROW PASSAGEWAYS OR FREIGHT ELEVATORS, PIPING AND EQUIPMENT CATWALKS AND MACHINERY, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS. CONTROLS AND HARDWARE. I). OPERATION. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES ON DOORS, WINDOWS CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES, SHALL HAVE LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE, DOOR SHALL COMPLY WITH IBC. 2). MOUNTING HEIGHTS. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN TAS, AND NOT LESS THAN 36 INCHES ABOVE THE FLOOR ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15 INCHES IN HEIGHT ABOVE THE FLOOR. DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 42 INCHES ABOVE THE FINISHED FLOOR. CLEAR FLOOR SPACE. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR A SIDE APPROACH SHALL BE PROVIDED AT ALL CONTROLS OR HARDWARE. OPENING FORGE FOR DOORS. THE MAXIMUM OPENING FORGE FOR DOORS LOCATED WITHIN AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR HINGED DOORS. 5 POUNDS FOR SLIDING OR FOLDING DOORS. 5 POUNDS FOR INTERIOR HINGED DOOR. FORGES SHALL BE APPLIED TO THE LATCH SIDE. 8. ALL EXTERIOR DOORS SHALL HAVE THRESHOLD, AND MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2 ". q. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPPING. 10. SIGN ON ENTRANCE DOOR: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN LETTER SHALL NOT BE LESS THAN ONE INCH HIGH ON CONTRASTING BACKGROUND. 5' FITTING ROOM *1 101 6' -0" R OO M *2 102 0 PLAN NOTES El 13 1 5 I&1 1 8 Ia1 1101 1 1 1 1 1111 F ROM * 105 1 -0" (2) 5 LB 2- A -IOBG FIRE EXTINGUISHER - VERIFY FINAL LOCATION W/ FIRE MARSHAL. ON HANGER (TYP) TOP OF EXT. @ +48" A.F.F. COMPLY WITH IBC INVITATION CENTER SLAT WALL TO 7' -6" A.F.F. a' -O" WINDOW DISPLAY WALLS PROVIDE I "X6" NON COMBUSTIBLE BLOCKING. REF Q /A4.0 DATA 4 RECEPTION FOR EMPLOYEE TIME CLOCK TO BE LOCATED ON THIS WALL 52 "A.F.F. MIRROR - FULL WIDTH 4 HEIGHT OF WALL REF. 3/A3.0 FOR DETAIL HARDWORD ENTRY. REF. SHEET A3.0 3' -0" HANGING BAR AT 6-O" A.F.F. TYP. G TO PROVIDE NON COMBUSTIBLE BACKING IX6X3/4" TO CENTER LINE. 3' -6 "x 1/8" ACRYLIC PLASTIC ATTACHED TO WALL BEHIND BAR BY G.G. SEE 10 /A4.1 GARMENT HANG BAR CARPET COVERED CORNER SEAT. I8 "X18 "X20 "H ADA COMPLIANT CONCRETE WALKWAY EXISTING BREAK AREA SINK AND COUNTER. EXISTING GLASS AND ALUMINUM STOREFRONT BY LANDLORD TO REMAIN AS 15. SINGLE HANG RACKS WITH WOOD SHELF ABOVE BY G.G. OWNER TO VERIFY HEIGHT. SEE 8/A4.0 DOUBLE HANGING F.R. WOOD GARMENT RACKS BY G.G. REF. a /A4.0 TRIPLE WOOD SHELF MOUNTED ON METAL STANDARD GENERAL NOTES OMENS t" RESTROOM RESTROOM NOTE: ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE. 1 1 1 1 1231 1 25 26 127 128 1301 Ell 1 34 35 I. G.G. TO PROVIDE F.R. BLOCKING BEHIND ALL HOOKS AND WALL MOUNTED FIXTURES. 2. REF. FINISH PLAN A3.0 FOR FINISHES. 3. REF. ELECTRICAL PLAN FOR ELECTRICAL OUTLET LOCATIONS 4. G.G. TO PROVIDE 1X6 F.R. WOOD BLOCKING AT 6' -6" A.F.F. TO CENTER LINE AT HORIZONTAL CHROME HANG BAR. ALL FITTING ROOMS 5. G.G. TO PROVIDE IX6 F.R. WOOD BLOCKING AT 6-6" A.F.F. TO CENTER LINE THROUGHOUT SALES FLOOR 6. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND /OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATION PRIOR TO PROCEEDING. 7. ALL DOORS ARE LOCATED 4" OFF ADJACENT WALL UNLESS INDICATED OTHERWISE. viirt S ROOM EXISTING DEMISING WALL. G.0 FIELD VERIFY. 6" STUDS AT I6" O.G. G.G. TO FIRE -SAFE ALL VOIDS AND PENETRATIONS FROM EXISTING CONCRETE SLAB TIGHT TO DECK ABOVE. 1' -6" DEEP SHOE SHELVES BY G.G. HEIGHT TO BE MAX. 18" BELOW CEILING 2' -O" DEEP SLANTED SLIP BINS BY G.G. HEIGHT TO BE MAX. 18" BELOW CEILING ADA COMPLIANT PRE MANUFACTURED SALES COUNTER PROVIDED BY TENANT. G.G TO ROUGH -IN UTILITIES SEE ELECTRICAL PLANS. REF OI /A4.1 FOR MILL SHOP DETAILS. • EXISTING MOP SINK CUSTOMER SERVICE KIOSK WALL MOUNTED 5' -O X 6' -0" GRAPHIC BY TENANT ALFRED ANGELO BRIDAL LOGO ON GYP. SOFFIT GYP. BD. SOFFIT. REF. A2.0 EXISTING REAR DOOR TO BE SEALLED SHUT. TACK WELD IN CLOSED POSITION, REMOVE DOOR HARDWARE AND REPLACE WITH BLANK COVER PLATES EXISTING GLASS STOREFRONT DOOR TO BE RELOCATED AND INFILLED BY LANDLORD. PARKING STRIPING TO REMAIN AS 15 BY- LEVEL WATER FOUNTAIN. REF. 6/AI.2 ADA PULL OUT COUNTER PAINTED WOOD SELF ABOVE GARMENT RACK ADA BENCH RED @ 17 "A.F.F. REF 5/AI.3 MODULAR CLOSET- HOUSE BAG UNITS EXISTING ELECTRICAL SERVICE INFILL EXISTING POUR STRIP PER DETAIL 7/AI.2 EXISTING COLUMN W/ 3 -HOUR WRAP PER DETAIL 2/A4.2. 1 LEGEND W Ardrl! / /// KffearieTIMOTO NEW NON BEARING WALL TO 6" ABOVE CEILING. REF 2 /AI.I NEW NON BEARING HALF WALL TO 8' -6" A.F.F REF 3 /AI.I EXISTING CONSTRUCTION NEW NON BEARING WALL 6" ABOVE CEILING NEW NON BEARING HALF WALL TO 1 -6" A.F.F REF 3 /AI.I GYP. BD. SOFFIT AT CEILING 4, 1 111111111111111 NEW 3 -HOUR DEMISING WALL, SEE DETAIL I /AI.I A IIP Kull ru YA C COOS COMP APPROVED N0\1 18 204` City Of Tukwila B NGp sal t t. P NO '!'3 b08 L i 6)3 RECEIVED iQv patMIT GENTEh TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS „ 11/7/08 3 -HR WALL DETAILS Q 11/7/08 LIGHTING REVISIONS REGISTRATION Ak■!iITECT i 788.12 7 A �i1 THOMAS I. 1f SPADT:R m'1 NI, FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F :425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ABA 10/10/08 A08 -439 11/10/08 - 11:48am A08-439 A1.0.dwg SHEET A1.0 Coovriaht 2008 Freiheit & Ho Architects. Inc.. P.S. SIZE GA. TYPE 16' O.C. 24' O.C. MAX. UNSUPPORTED HEIGHT (1) (2) (3) 2 V2' 25 ST UP TO 12' -6' 10' -9' 22 ST ' 1 13' -0' 11' -6' 20 ST ' ' 13' -10' 12' -0' 3 5/8' 25 ST UP TO 16' -0' 13' -6' 22 ST ' ' 1l' -3' 15' -0' 20 ST ' ' 1T-11' 15' -T 20 SJ ' ' I8' -6' 16' -9' 18 SJ ' ' 19' -3' 16 SJ ' ' 20' - 0' 14 SJ ' ' 22' -0' 6' 22 ST UP TO 25' -3' 22'0' 20 ST ' ' 26'4 22' -10' 20 5J ' ' 26' -8' 23' -8' 18 • SJ ' 1 28' -0' 16 SJ ' ' 30' - 0' 14 SJ ' ' 32' -0' EXISTING RIGID INSUL. 3 -1-4R DEMISING WALL- WALL (4) LAYERS 5/8' GYP. BD. ON 8' MTL. STUDS * 24' O.C. UL DESIGN V -438 ADJACENT TENANT EXISTING CONC. SLAB EXISTING MEMBRANE ROOFING INTERIOR DEMISING WALL PARTITION EXISTING FIRESAFING BETWEEN RIBS AT METAL DECK (GC. VERIFY) EXSITING CONTIN. FIRE CAULKING AT JOINT. PROVIDE FIRE CAULK e ALL PENETRATIONS INCLUDING JOIST WEB MEMBERS AS NECESSARY. EXTEND TOP OF STUD TO MINIMUM OF 6' ABOVE CEILING \--TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' MOISTURE RESISTANT GYP. BOARD ON TENANT SIDE ONLY 3 -5/8' METAL STUDS 20 GA, ' 16' O.C. FASTEN 20 GA. TRACK TO SLAB W/ HILT! 'DN' FASTNERS AT 24' O.C. W/ 1 -1 /8' EMBEDED PER ICBO ER -2895 PARTITION WALL DETAILS \A1.1 l SCALE: N.T.S 3 -5/8' 25 GA STL. STUD TO LATERAL BRACING AT 48' O.0 (LATERAL DIRECTIONS) EXISTING STRUCTURE ABOVE. PROVIDE BLOCKING AT EXISTING STRUCTURE REQUIRED. NOTE: PROVIDE MOISTURE RESISTANT (GREEN BOARD) AT TOILET ROOMS AND AT LOCATIONS EXPOSED TO MOISTURE I I, � I I I I 1 I I �,I I� . II_„-1, II1 CONTINUOUS BREAK METAL SLIP TRACK EXTEND TOP OF STUD TO MINIMUM OF 6' ABOVE CEILING TENANT'S CEILING AS SCHEDULED 5/8' TYPE 'X' GYP. BOTH SIDES 3 5/8' METAL STUDS 20 GA., 41 16' O.C. FASTEN 20 GA. TRACK TO SLAB W/ HILTI 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 • . - INTERIOR WALL PARTITION VARIES 5/8' TYPE "X" GYP. BOARD BOTH SIDES. = I,, 11 111_1 I I -1 I I -1 I I_I II �I 1 I_, I 1 I � - 111 -1 INTERIOR HALF WALL PARTITION - REF 2 /A.I. HANGING WIRE ATTACHED TO STRUCTURE (BEAM, JOIST, STEEL ANGLES) FASTEN TO MAIN TEES OF CEILING GRID TENANT'S CEILING AS SCHEDULED WOOD TRIM CAP PAINTED P3 CONTINUOUS METAL TRACK, 3 -5/8' STANDARD GUAGE METAL. DRY WALL STUDS e 16' O.C. RE: A3.0 FOR SCHEDULED FINISH FASTEN 20 GA. TRACK TO SLAB W/ HILT( 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 NOTE: PROVIDE MOISTURE RESISTANT (GREEN BOARD) AT TOILET ROOMS AND AT LOCATIONS EXPOSED TO MOISTURE 2 1/2' X 25 GA. STEEL STUDS i6' O.C., SET 1' FROM WALL W/ R -II BATT INSULATION W/ VAPOR BARRIER AND 5/8' TYPE 'X' G.W.B. ON INTERIOR SIDE FASTEN 20 GA. TRACK TO SLAB W/ HILTI 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 METAL ANGLE ANCHOR. STEEL POST AT END OF WALL AND 0 48" O.C. ANCHORED TO CONCRETE SLAB. REFER TO APPROPRIATE WALL SECTION FOR POST SIZE. 5/8" GYP. WALLBOARD. r 2 DETAIL — HALF WALL AI.1 1 SCALE: N.T.S 4' 41 . • • d • TYPICAL SECTION THRU POST STEEL POST AT END OF WALL AND 0 48" O.C. ANCHORED TO CONCRETE SLAB. REFER TO APPROPRIATE WALL SECTION FOR POST SIZE. METAL ANGLE ANCHOR. 1 PARTITION NOTES 1 - NON - BEARING STUD WALLS ONLY. SEE OTHER DETAILS FOR BEARING WALLS - STUDS AT WARDROBING ROOM PARTITION TO BE IS GA. MIN. 1. ALL STUDS w WARDROBING ROOM PARTITIONS REQUIRE GYP. BOARD ON BOTH SIDES FOR THE FOR THE FULL HEIGHT OF THE STUDS UNLESS SPECIFICALLY DETAILED OTHERWISE. 2. ALL SUSPENDED WALLS SHALL HAVE GYP. BOARD WHICH EXTENDS 6' ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND /OR NOTED OTHERWISE BY THE ARCHITECT. 3. NOT USED. 4. ALL STUD WALLS AND PARTITIONS SHALL NAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4' -0' MAXIMUM ON CENTER THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS. 5. ALL STUDS SHALL BE 'GEE' STUDS WITH FLANGE STIFFENERS. 6. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURER'S RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. �. TYPICAL FASTENER : A. STEEL STUDS TO STEEL STUDS OR TRACKS: *8-18 X 1/2' TEKS /2 WITH PHIL PAN HEAD FOR 25 GA. OR 20 GA. *10 - 16 X 9/16' TEKS /3 WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA. OR 16 GA. B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS 4 BEAMS: *14 -10 X 1 1/2' H.W.H. TYPE 'S' METAL -TO- WOOD TEKS. C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE COLUMNS, BEAMS, GIRDERS, ETC.): TEKS /3 OR TEKS /4 - GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE FRAMING TO BE DRILLED. D. NOT USED. E. GYP. BOARD TO STEEL STUDS: *l X 1 1/4' HI -LO TYPE 'S' BUGLE HEAD SCREWS FOR 3/8' TO 5/8' GYP. BOARD TO 25 GAUGE OR 20 GAUGE STUDS. *6 X I I/4' TYPE S -12 BUGLE HEAD SCREWS FOR 3/8' TO 5/8' TO 18 GA. OR 16 GA. STUDS OR TRACKS. 8. 'ALIGN' MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G., WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND JOINTS. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS (UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING LEVEL AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOP CAULKED AT U.L. RATED PARTITIONS. ALL DRY -WALL JOINTS ABOVE FINISHED CEILING SHALL BE 'FIRE TAPED.' ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE. ALL VERTICAL DIMENSIONS SHOWN ARE TO THE TOP OF THE SLAB, UNLESS NOTED OTHERWISE. 10. NOT USED. 11. DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30' - 0' O.C. AT PARTITIONS AND ELSEWHERE AS NOTED. 12. AT PARTITIONS HIGHER THAN 12' -0' PROVIDE HORIZONTAL LATERAL BRACING WITH 1 1/2' 16GA. COLD ROLLED CHANNELS AT 8' -0' VERT. ANCHORED TO STUDS. 13. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK 14. ALL TENANT FRAMING SHALL BE METAL STUDS. 15. ALL BLOCKING IS TO BE NON COMBUSTIBLE. EXTERIOR WALL PARTITION EXISTING EXTERIOR WALL EXISTING RIGID INSUL. VACANT SPACE EXISTING CONC. SLAB EXISTING MEMBRANE ROOFING 3 -HOUR DEMISING WALL FIRESAFING BETWEEN RIBS AT METAL DECK CONTIN. FIRE CAULKING AT JOINT. PROVIDE FIRE CAULK m ALL PENETRATIONS INCLUDING JOIST WEB MEMBERS AS NECESSARY. ALFRED ANGELO MINERAL WOOL SOUND BATTS (4) LAYERS 5/8' TYPE FSW -3 GUMS EACH SIDE GALV. STL. STUDS, 8' X 20 MSG (20 GA.) 6 24' O.C. (6005162 -43) (METAL STUD SCHEDULE 1 (1) BASED ON INTERIOR NON - BEARING PARTITIONS WITH (1) LAYER OF GYP. BD. EA. SIDE. USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DWGS. (2) RUNNER TRACK GAUGE TO MATCH STUD. (3) WALLS OVER 12' -0' HIGH TO BE LATERALLY BRACED VERTICAL WITH I I/2', 16 GA. COLD - ROLLED CHANNELS CLIP ANCHORED TO METAL STUDS. CODE. C01•11?LiP6CE APPROV 3\J 1 3 VI cstv Ot 100 01.\60_ ..13.00 \/I.I:N N0:1 bo8'Ib3 RECEIVED NOV 1i0 PERMIT CENTER TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS Q 11/7/08 3 -HR WALL DETAILS 2Q 11/7/08 LIGHTING REVISIONS REGISTRATION 7812 i- ci- lii1.;1 j DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: / mil THcMAS LF) GPAf R g S TAIL Or °, ' ,, SLiiLd�;TON '. \ ti FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRK1AND, WA 98033 P :425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 11 /10/08 - 11:48am A08 -439 Al .1 .dwg SHEET A1.1 Coovrioht 2008 Freiheit & Ho Architects. Inc.. P.S. 3 A42 SIM. TO UL DESIGN NO. X525 (TYPICAL OF 1 TRUSS GIRDER) EXISTING 22 MSG GALV. METAL DECK EXISTING STL JOIST (26K 300/110) \\ EXISTING TRUSS GIRDER (44G 1N 13K) 4 LAYERS 5 /S" TYPE 1P-X3 OR ULTRACODE GWB WRAP 1 -1-1OUR JOIST WRAP BEYOND MIN. 2-1/4' TOTAL THICKNESS TYPICAL CORNER BEAD 25 MSG GALV. STL. X 1 -1/4' LEGS ATTACHED W/ NO. 6 X 1" SCREWS o 12' O.C. MAX. 000 oo( 000 000 \3\ 3 -HOUR RATED WRAP @ TRUSS GIRDER . t: �� oavcvs.. ea.acana� 14' MIN. +/- CONTINUE 3 -HOUR s — PROTECTI N- ARGUN1 - METAL ROOF JOIST 3 -5 /S' X 25 MSG GALV. STL. STUDS EACH SIDE OF TRUSS GIRDER CONTRACTOR TO FIELD VERIFY FLANGE WIDTH a TRUSS GIRDER 2X2X25 MSG STL. ANGLE (MIN. 25 GA) ATTACH W. NO. 6 X 1 -3/4" STL. SCREWS a 12" O.C. 3 -HR PROTECTION ON COLU N, TYP. OF 2 — 3 -I-IR DEMISING WALL, SEE 1 /A1 EXISTING TS 1X 1X5/16 COLUMN 2X2 STL. ANGLE (MIN. 25 GA) ATTACH W/ NO. 6 X 1 -3/4" STL. SCREWS 0 12" O.C. 2 3 -HOUR RATED COLUMN DETAIL . A42) SCALE: 1- 1/2' =1' -0' 1' -0'1 MIN. UL DESIGN NO. X52S (TYPICAL OF 2 LOCATIONS) MAINTAIN 4' -0" CLEARANCE - NO OPENINGS 4 LAYERS 5/S' TYPE IP -X3 OR ULTRACODE GWB WRAP MIN. 2 -1/4' TOTAL THICKNESS 1 5/5'X1-5/16 "X1 - - 1/16" LEGS X 25 MSG GALV. STEEL STUDS TYPICAL CORNER BEAD - 25 MSG GALV. STL. X 1 -1/4' LEGS ATTACHED W/ NO. 6 X 1 " SCREWS 012 " O.C. MAX. 1)0 8- 'I (9 3 RECEIVED NOV 10 2008 PERMIT CENTER TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS 01 11/7/08 20 11/7/08 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: 3 -HR WALL DETAILS LIGHTING REVISIONS Ate( HITECT 7812 -THOMAS L 3 SPAHR S'IM O U+!',. ; IiNG70r1 ABA 10/10/08 A08 -439 11/10/08 - 12:24pm A08 -439 A4.2.dwg /\\\ // \\ STUD SLIP // \\ JOINT // \\ \\ (4 3 -HOUR RATED DEMISING WALL 4429 SCALE: 1- 1/2' =I' -0' \\ FIREWALL PLAN ,, ,44.2� SCALE: 1- 1/2' =I' -0' UL LISTED FIRE RESISTIVE JOINT FIRE CAULK ALL GAPS TO DECK MIN. WOOL SOUND BATTS S" X 20 MSG (20 GA.) GALV. STL. STUDS e 16" O.C. (6005162 -33) 4 LAYERS 5/8" TYPE FSW -3 GWB EACH SIDE 3 -1-4R PROTECTED TRUSS GIRDER BEYOND 11" MIN. THICKNESS 3 -HR RATED WALL UL DESIGN NO. V435 ALFRED ANGELO \\ IF 4' E T. 1 -HR PROTECT SIM. TO UL, X52 S 2 A42 EXISTING GA. MTL. FIRE CAULK ALL GAPS TO DECK EXISTING METAL DECK EXISTING MTL. JOIST 3 5 /S" X 25 MSG GALV. STL. STUDS w 12" O.C. CONTINUE 3 -1-1OUR PROTECTION AROUND EXISTING JOIST TYPICAL CORNER BE/,4D - 25 MSG GALV. STL / /1 -1/4" LEGS ATTACHED/W/ NO. 6 X 1" SCREWS 4 '0.C. MAX. \ \\ / / \ \/ VACANT SPACE DECK FIRE CAULK ALL °JOINTS 4 GAPS TO DECK \ \ EXISTING MTL. TRUSS GIRDER 3 -I4R COLUMN WRAP 3 -I-1R TRUSS GIRDER WRAP EXISTING TS COLUMN 4 LAYERS 5/8" TYPE IP -3X OR ULTRACODE GWB WRAP (3 -HR) SHEET, �JJ A4 n ,.Comriaht.2008 Freiheit.& Ho,Arckitecls'Ir .. P ITEM TENANT G.C. LANDL. REMARKS FURN INST FURN INST FURL INST si FINAL CLEANING BUILDING 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS BUILDING DATA USE GROUP: M MERCANTILE GROSS AREA: 4,101 SQ. FT. • • BROOM CLEAN SITE DEMOLITION INCL. REMOV4L AND DISPOSAL ELECTRICAL • • ACCESSIBILITY 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS ICC /ANSI AI11.I -98 42.0 CATEGORY EXPANSION JO INTS REMARKS A3.0 CONSTRUCTION TYPE TYPE Y -B • • OCCUPANCY EXISTING FLOOR CUTTING AND TRENCHING A4.I NUMBER OF EXITS • • DISTANCE TO EXIT 250' MAX W/ SPRINKLER SYSTEM A5 REQUIRED LEVELING (ARDEX) CORRIDORS 44' MIN. WIDTH PER IBC 10112 • • DOOR OPENINGS MINIMUM CLEAR FOR EXITS = 32' AS REQUIRED CONCRETE FILL CLASS II • • CLASS II - WALL FLOORS, CEILING NUMBER OF STORIES GYP BD AT DEMISING WALLS NOTE: 32' MIN. TO BE PROVIDED BETWEEN FURNITURE 4 DISPLAYS • • TENANT ALFRED ANGELO BRIDAL EMIL WJLFE 11220 MAIN STREET HOUSTON, TX 11025 113- 838 -0566 1I3- 662 -9648 (FAX) EXISTING CONC. SLAB AND FOUNDATION ON ON THE 11 4 W) - 2 ADA COMPLIANT PROPOSED - 2 ADA COMPLIANT PROPOSED PROPOSED LANDLORD MON WIG WIG PROPERTIES, LLC 4811134TH PLACE SE BELLEVUE, WA 98006 425 - 141 -8540 425- 865 -8648 W.C. - 1 PER 50 OCCUPANTS U.R - NONE REQUIRED LAv. - 1 PER 2 W.C. (M 2 ADA COMPLIANT TOILET • • 1 PER 150 OCCUPANTS SERVICE SINK EXISTING STRICT. MTL. FRAMING/MISC. MTL. ARCHITECT TOM SPADER FREIHEIT 4 HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE, SUITE 300 KIRKLAND, WA 98033 425- 821 -2100 425 -828 -6899 (FAX) OCCUPANCY CALCULATIONS TABLE 1004.1.1 SALES AREA • • EXISTING ROUGH CARPENTRY 111 / 300 : 3 • • 249 / 000 L. 0 TOTAL 4,101 5.F. FIRE RETARDANTBLK'G • • CONNECTORS AND SUPPORTS • • EXISTING STRUCTURAL BEAMS AND COLUMNS • • EXISTING ROOF PENETRATIONS • • EXISTING CONCRETE SAW CUT • • WATERPROOFING/DAMP PROOFING • • EXISTING THERMAL INSULATION • • • • EXISTING EXISTING BUILDING INSULATION MEMBRANE ROOFING • • EXISTING FLASHING • • EXISTING ROOF ACCESSORIES • • EXISTING FIRESTOPPING /SMOKE BARRIERS • • EXISTING SEALANTS, CAULKING AND SEALS • • EXISTING EXTERIOR JOINT SEALERS • • EXISTING EXTERIOR FRONT DOORS 4 FRAMES • • EXISTING EXTERIOR REAR DOOR AND FRAME • • EXISTING INTERIOR DOORS, FRAMES 4 TRIM • • NOT USED STOREFRONT • • EXISTING EXTERIOR • • EXISTING INTERIOR • • EXISTING STOREFRONT DOOR DECALS • • DOOR FINISH HARDWARE - EXTERIOR REAR • • DOOR FINISH HARDWARE - INTERIOR • • GLASS /GLAZING - SF INTERIOR • • EXISTING GLASS /GLAZING - EXTERIOR • • EXISTING FINISH CARPENTRY • • CABINET HARDWARE • • OFFICE DESKS • • STOCK ROOM SHELVING • • FITTING ROOM HANG RAIL • • CASHWRAP MILLWORK • • MIRRORS • • METAL WALL FRAMING/FURRING • • CEILING SUSPENSION SYSTEM • • ACOUSTICAL CEILING GRID • • PERIMETER METAL WALL FIXTURES • • GYPSUM WALLBOARD /CEILING • • ACOUSTICAL CEILING PANELS • • ADA BATHROOMS (2) • • vCT AND RUBBER WALL BASE • • CARPET (MATERIALS) • • CERAMIC TILE (MATERIALS) • • FIRE EXTINGUISHERS • • INTERIOR PAINTING • • STOREFRONT SIGN • • JC SIGNS/ ELECTRICIAN TO WIRE AT JUNCTION EXISTING ALFRED ANGELO INTERIOR SIGNAGE • • G.C. TO INSTALL LOGO LETTERS ON PAINTED GYP. BD. SOFFIT STOCK ROOM HANGING GARMENT RACKS • • TOILET ACCESSORIES • • IN CEILING FLUSH MOUNTED SPEAKERS • • TENANT TO SPECIFY BRAND AND MODEL NO. FURNISHINGS • • SPRINKLER SYSTEM -MAIN SERVICE • • SPRINKLER SYSTEM - DISTRIBUTION • • PLUMBING AND FIXTURES • • HVAC SYSTEM ROOF TOP UNITS • • EXISTING HVAC SYSTEM - DISTRIBUTION • • ELECTRICAL - FLOOR OUTLETS • • ELECTRICAL SYSTEM -MAIN SERVICE • • EXISTING ELECTRICAL SYSTEM - DISTRIBUTION • • LIGHTING - LIGHT FIXTURES • • LIGHTING - LAMPS • • LIGHTING - EXTERIOR • • EXIT SIGNS • • TELEPHONE SERVICE TO INSIDE DMARK • • EQUIPMENT BY TENANT / CONDUIT AND FULL STRING BY G.C. DATA/TELECOM CABLE AND TERMINATION • • ELECTRICAL SUB To PROVIDE CONDUIT /J- BOXES/PULLWIRES SECURITY SYSTEM- MOTION/DOOR • • EQUIPMENT 4 INSTALL CODE SUMMARY ALL WORK SE -TALL CONFORM TO ALL GOVERNING CODES, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING. JOBSITE ADDRESS SOUTHCENTER SQUARE, BUILDING 5 11250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA 98188 TYPE APPLICABLE CODES ELO FIRE SAFETY 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS SYMBOLS AND FIXTURE PLAN ENERGY CODE 2006 WASHINGTON STATE ENERGY CODE Al.0 BUILDING 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS BUILDING DATA USE GROUP: M MERCANTILE GROSS AREA: 4,101 SQ. FT. PLUMBING 2006 UNIFORM PLUMBING CODE MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE ELECTRICAL 2005 THE NATIONAL ELECTRICAL CODE ADA SIGNAGE / FITTING ROOMS AND NOTES ACCESSIBILITY 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS ICC /ANSI AI11.I -98 42.0 CATEGORY REQUIREMENT REMARKS A3.0 CONSTRUCTION TYPE TYPE Y -B FULLY SPRINKLERED A4.0 OCCUPANCY M - MERCANTILE A4.I NUMBER OF EXITS 2 MIN. - TABLE 1015.1 DISTANCE TO EXIT 250' MAX W/ SPRINKLER SYSTEM PER TABLE 1016.1 CORRIDORS 44' MIN. WIDTH PER IBC 10112 MORE THAN 50 OCCUPANTS DOOR OPENINGS MINIMUM CLEAR FOR EXITS = 32' FIXTURE RATING CLASS II FINISH RATING CLASS II - WALL FLOORS, CEILING NUMBER OF STORIES ONE (1) NOTE: 32' MIN. TO BE PROVIDED BETWEEN FURNITURE 4 DISPLAYS RESTROOM DATA TENANT ALFRED ANGELO BRIDAL EMIL WJLFE 11220 MAIN STREET HOUSTON, TX 11025 113- 838 -0566 1I3- 662 -9648 (FAX) THE PROPOSED OCCUPANCY CALCULATION OF THE IBC THE BUILDING OCCUPANT THE MINIMUM NUMBER OF IBC TABEL 2902.1(50% SEPERATE FACILITIES ARE TOTAL FIXTURE COUNT: NUMBER 15 BASED ON THE OCCUPANCY - BUILDING TABLE 2902.1, WHICH 15 BASED PER 5F. REQUIREMENT FIXTURES FOR EACH SEX 15 BASED MEN AND 50% WOMEN) REQUIRED (IBC 29023.) (M 4 W ) : 2 REQUIRED (1 EACH - 0 PROPOSED 4 W) : 2 REQUIRED (I EACH M 4 W) ROOMS ARE PROPOSED ON ON THE 11 4 W) - 2 ADA COMPLIANT PROPOSED - 2 ADA COMPLIANT PROPOSED PROPOSED LANDLORD MON WIG WIG PROPERTIES, LLC 4811134TH PLACE SE BELLEVUE, WA 98006 425 - 141 -8540 425- 865 -8648 W.C. - 1 PER 50 OCCUPANTS U.R - NONE REQUIRED LAv. - 1 PER 2 W.C. (M 2 ADA COMPLIANT TOILET DRINKING FOUNTAIN: = 1 REQUIRED - 1 ADA COMPLIANT 1 PER 150 OCCUPANTS SERVICE SINK NONE REQUIRED ARCHITECT TOM SPADER FREIHEIT 4 HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE, SUITE 300 KIRKLAND, WA 98033 425- 821 -2100 425 -828 -6899 (FAX) OCCUPANCY CALCULATIONS TABLE 1004.1.1 SALES AREA 3,141 5F. 3,141 / 30 : 105 STOCK ROOM / STORAGE 111 S.F. 111 / 300 : 3 TOILET/ WALLS / CIRCULATION 249 SF. 249 / 000 L. 0 TOTAL 4,101 5.F. 108 OCCUPANTS INDEX OF DRAWINGS A0.0 GENERAL INFORMATION ELO ELECTRICAL FLOOR PLAN A0] SYMBOLS AND FIXTURE PLAN Al.0 FLOOR PLAN ALI PARTITION PLAN 412 ADA BATHROOMS 41.3 ADA SIGNAGE / FITTING ROOMS AND NOTES 42.0 REFLECTED CEILING PLAN A3.0 FINISH PLAN A4.0 INTERIOR ELEVATIONS A4.I INTERIOR ELEVATIONS DIVISION OF WORK Alfred LOCATION PLAN ngelo Bridal SEPARATE PERMIT REQUIRED FOR: ,M echantcal j LRI lectriCai 1 umbing Gas Piping City of Tukwila B ILDING DIVISION PROJECT DATA ,let "is ::•. ;F�iiv'�ai:2d N (43,044 S.F.) :asaai^ ;rasa = 's6ifi: +:eieid:a P'O ° NM 1 l!IuIh lift Pi es1Elqu;�=��eU 1111111111 1111111111111111111f ff I I11 KOHL'S 7 (9, 103 S.F. BY OTH PETCO (15,202 S.F.) is: :.. su 1 i i rove 01 ii_.. ■■.. iP�iiniiirii i lt i KEY PLAN WIG BOULEVARD REVISIONS No changes shall be made to the scope of wnric withnyt rrinr ° p rcvTl o f Tukwila B uilding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ALFRED ANGELO WIG BOULEVARD GENERAL NOTES ctVltVUtL) WK CODE COMPLIANCE APPROVED OCT 2 4 200 Cy Of iUkwlIa BUILDING DIVISION Date: I. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS SHALL BE REPORTED TO THE TENANT PRIOR TO SUBMISSION OF BID. A SUBMISSION OF BID SHALL IMPLY THAT THE CONTRACTOR HAS ACCEPTED THE DRAWINGS AND THE EXISTING CONDITIONS. 2. MANY SMALL DISSIMILARITIES BETWEEN THESE PLANS AND ACTUAL CONDITIONS MAY BE FOUND AND SOLVED BY THE CONTRACTOR WITHOUT CONSULTING THE DESIGNER WHEN WORK 15 DONE PER STANDARD OF PRACTICE, MANUFACTURER'S INSTRUCTIONS, AND /OR LANDLORD'S RECOMMENDATION OR REQUEST. HOWEVER, CONTRACTOR'S DISCRETION SHALL NOT BE FINAL. 3. ALL FEES AND PERMITS REQUIRED TO CONSTRUCT THE WORK SHALL BE ACQUIRED AND PAID FOR BY THE CONTRACTOR 4. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST -CLASS AND WORKMANLIKE MANNER TO CONFORM TO THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS AND TO THE BEST PRACTICES OF THE TRADES INVOLVED. 5. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL GUARANTEE ALL OF THEIR WORK AND /OR MATERIALS TO BE FREE FROM ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF OWNERS APPROVAL OF WORK AND ANY WORK OR MATERIALS THAT BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM OWNER'S APPROVAL, SHALL BE REPAIRED AND /OR REPLACED WITHOUT ANY CHARGE TO THE OWNER 6. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT DESIGNER IMMEDIATELY REGARDING DISCREPANCIES BETWEEN PLAN'S SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. FREIHEIT 4 HO ARCHITECTS, INC., P.S. ASSUMES NO LIABILITY FOR ITS ACCURACY OR FOR ANY LOSS OCCURRING BY REASON OF RELIANCE THEREON. 1. TENANT'S GENERAL CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE AND RUBBISH AND REMOVE DAILY. THE CONTRACTOR SHALL LEAVE NE PREMISES BROOM CLEAN AND SHALL CLEAN ALL FINISHED SURFACES, FIXTURES, GLASS, STOREFRONT, ETC. 8. CONNECTION TO TEMPORARY POWER, INCLUDING ALL TEMPORARY POWER LINES, TRANSFORMERS AND ELECTRICAL DISTRIBUTION SHALL BE PROVIDED BY TENANT'S GENERAL CONTRACTOR DIMENSIONS ARE TO FACE OF FINISHED WALL MATERIAL OR TO CENTER OF COLUMNS OR GRID LINES AS SHOWN ON DWGS. 10. DO NOT SCALE DRAWINGS. 11. GYPSUM WALL BOARD AT DEMISING WALLS, 4 EXIT CORRIDOR WALLS SHALL EXTEND TO DECK (AT BATHROOM AREA) ABOVE AS SHOWN ON PLANS. GENERAL CONTRACTOR SHALL MAINTAIN THE REQ'D RATING ON ALL SUCH PARTITIONS: METAL STUDS SHALL BE AS FOLLOWS: 20 -GAUGE TYPICAL AT NON -LOAD BEARING PARTITIONS WHICH ARE FULL HEIGHT TO DECK ABOVE. 12. CONSULT WITH THE TENANT PRIOR TO BID. DETERMINE ALL OWNER FURNISH /INSTALLATION ITEMS PRIOR TO SUBMIT BID. 13. PROVIDE 2X P.RT. 3/4' PLYWOOD BLOCKING FOR ALL SIGNS, FIXTURES, TOILET ROOM ACCESSORIES AND ANY OTHER WALL MOUNTED EQUIPMENT. 14. ALL EXISTING INTERIOR WALLS TO BE PATCHED, REPAIRED AND RESTORED TO A SMOOTH SURFACE. 15. OBTAIN SEPARATE APPROVAL AND PERMITS FOR INSTALLATION OF SIGNS. 16. ALL ENTRANCES TO THE BUILDING SHALL BE HANDICAP ACCESSIBLE. 11. BUILDING OCCUPANT SHALL SECURE ALL REQUIRED PERMITS FROM THE FIRE DEPARTMENT PRIOR TO OCCUPANCY. Is. ALL DOORS ARE LOCATED 4' OFF ADJACENT WALL UNLESS INDICATED OTHERWISE. le. ALL DOOR OPENINGS ARE TO BE FRAMED WITH DOUBLE STUDS AT THE JAMB UNLESS INDICATED OTHERWISE 20. FIELD VERIFY AND CONFIRM ALL EXISTING ITEMS AND WORK PROVIDED BY THE LANDLORD. THIS INCLUDES ANY EXISTING EQUIPEMENT. CONTRACTOR NO NOTIFY ALFRED ANGELO BRIDAL OF ANY MISSING ITEMS OR D ISCREPANCIES IN LANDLORDS WORK. 21. ALL ROOF PENETRATIONS SHALL BE PERFORMED BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. 22. MECHANICAL, PLUMING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED. (FILE COPY Permit No P review appal 13 subject to er rors and omissions. /.pprc t'aJ of construction documents does not authorize the violation of any adopted coda or ordinance. Rece! i of approved Meld Copy and • y- is is acknowledged: City of Tukwila BUILDING DIWIS! DN toes- LI 4)3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS RECEI O OCT 15`4008 PERMIT CENTER REGISTRATION immi THOMf 5 L c 3 SPAC)f�R FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ARC1i! =• ABA 10/10/08 A08 -439 10/14!08 - 1:07pm A08 -439 A0.0.dwg i ® SHEET A0.0 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. MINIMUM NUMBER 2 OF EXIST TRAVEL DISTANCE ,4 ARRANGEMENT MEANS 5 OF EGRE55 REQ'D SHOWN ON PLANS AREA PER OCCUPANT (TABLE 1004.1.1) EGRESS WIDTH PER OCCUPANT (TABLE 1005.0 REQUIRED WIDTH SECTION 1005.1) (,4/B) X C COMMON PATH 1 TRAVEL DISTANCE 1 CORRIDOR DEAD ENDS REQUIRED DISTANCE BETWEEN EXIT TRAVEL DISTANCE SHOWN ON PLANS ALLOW 1 ACTUAL 1 ALLOW 1 ACTUAL ALLOW 1 ACTUAL 2 2 15' <15' 250' <2$0' 20' <20 < ()/3)90'- 9' =30' -3' > 30' -3' (A) 1 (B) 1 (C) EXIT WIDTH (IN) 23,415 AREA SQ. PT. AREA PER OCCUPANT (TABLE 1004.1.1) EGRESS WIDTH PER OCCUPANT (TABLE 1005.0 REQUIRED WIDTH SECTION 1005.1) (,4/B) X C ACTUAL WIDTH SHOWN ON PLANS STAIR OTHER STAIR OTHER STAIR OTHER 4,101 30 GROS5 N/A .15 WA 20' N/A 6S' 0 EXISTING 2X3'- O "X7' -O" STORE FRONT GLASS AND METAL DOOR WITH CLOSER. TEMPERED SAFETY GLASS AS REQUIRED BY CODE. SELF CLOSING FIRE ASSEMBLY. PROVIDE SIGN ABOVE DOOR. "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" O 3'- 0"X1' -0" HOLLOW WOOD DOOR / WOOD FRAME (PRE -HUNG FRAME). 1/4" MIRROR MOUNTED ON EXTERIOR, METAL TRIM DETAIL SEE 12/A4.0 USE HEAVY DUTY HARDWARE. INTERIOR CHAIN DOOR STOP. UNDER GUT DOOR 3/4" AT BOTTOM LEVER PASSAGE HANDLE FINISH #26. PAINT INTERIOR OF DOOR P -5. PAINT INTERIOR FRAME P -2. O 3'- 0"X7' -O" SOLID CORE WOOD DOOR, PAINT P5. METAL. KNOCK DOWN FRAME PAINTED P2. BRUSHED CHROME KICK PLATES ONE SIDE. LEVER SET FINISH # 26. 4 3'- 0 "X7' -0" SOLID GORE WOOD DOOR, PAINT P5. METAL KNOCK DOWN FRAME PAINTED S. PRIVACY LEVER LOCK SET FINISH #26. O EXISTING 3'- O "X7' -O" REAR HOLLOW METAL DOOR W/METAL FRAME. PANIC HARDWARE AS REQUIRED BY CODE. PAINT EXTERIOR TO MATCH. O 2'- O "X7' -O" HOLLOW WOOD DOOR W/ WOOD FRAME. • EXISTING 5 HOUR RATED WALL. G.0 FIELD VERIFY. 8" STUDS AT 16" O.G. G.G. TO FIRE -SAFE ALL. VOIDS AND PENETRATIONS FROM EXISTING CONCRETE SLAB TIGHT TO DECK ABOVE. MAINTAIN A (5) HOUR FIRE RATING 28 -0- 1121 IMinfiffilinTilMThrr111.11 1(I 111 IJ 111111111 1 J11lr' I 1111 X11 G.G. PROVIDE I "x6" NON COMBUSTIBLE BLOCKING AT I -6" A.F.F. AND AT 6' -6" A.F.F FOR HANGING RACK TYP. G.G. PROVIDE I "x6" NON COMBUSTIBLE BLOCKING AT I' -6" A.F.F. AND AT 6' -6" A.F.F FOR HANGING RACK TYP. G.G. PROVIDE I "x6" NON - COMBUSTIBLE BLOCKING AT I' -6" A.F.F. AND AT 6' -6" A.F.F FOR HANGING RACK TYP. 11 111111 il[I' 11 1'111 FITTING ROOM *5 FITTING ROOM *6 FITTING ROOM 11'-0" IS" MIN. 212.2tFr4 -' f► laTibf =■ 111 MI 1E111111111 FLOOR FITTING ROOM *10 6' -10" FITTING ROOM *q 109 FITTING ROOM *8 5 - 3 " 16' -I" 5' -5" zzz yz 127 WINDOW DISPLAY 2 ,_ 8 „ 8' -0" of FLOOR PLAN I.0 SGALE:3 /16 " =1' -0" 8' -0" ,, , 8' -0" 5' 4 Tj I 6' -0" W EXISTING GLASS 4 METAL FRONT DOORS FIELD VERIFY 02 DOORS ViI.0) SCALE:NTS 1 DOOR SCHEDULE V -O" O FITTING ROOM DOOR NI/MIRROR SEE 12/A4.0 3' -O" 2 Shlt:tn AIr 10" KICK PLATE O 3 HALLWAY /STOCK ROOM DOOR 4 in 0- Q ® BATHROOM DOOR Q 5' -0" ® REAR DOOR © DISPLAY DOOR NOTE: I. PER IBC 1405.12 STOREFRONT SHALL CONFORM TO TESTING 4 PERFORMANCE REQUIREMENTS OF SECT. 11145 ALUMINUM STOREFRONTS DOORS SHALL BE LABELED AND CONFORMING TO AAMA/WDMA/GSA101 /1.5.2/A440 W/ MNFR LABEL. 2. DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPEN ABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. SAFETY CLEAR TEMPERED -ALL GLAZING SHALL COMPLY WITH THE WASHINGTON PRODUCT CONTROL 4. PROVIDE A DURABLE SIGN ON OR NEAR THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NO LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL EXITS. 5. ALL EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. HARDWARE NOTES I. ALL DOOR LOCK SET SHALL BE LEVER HANDLES AND EXIT HARDWARE SHALL NOT BE LOCKABLE FROM INSIDE. 2. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 10 DEGREES, THE DOOR WILL TAKE 5 SECONDS TO MOVE TO A POINT 5" (15 mm) FROM THE LATCH, MEASURED TO THE EDGE OF THE DOOR. 5. EXTERIOR DOORS TO HAVE 30 LBS. MAX. OPENING FORCE. 4. CONTROLS, OPERATING MECHANISMS AND HARDWARE. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH LOCAL BUILDING CODE AND IBC. EXCEPTION: FLOOR OR PORTIONS OF FLOORS NOT CUSTOMARILY OCCUPIED, INCLUDING, BUT NOT LIMITED TO, ELEVATOR PITS, OBSERVATION GALLERIES USED PRIMARY FOR SECURITY PURPOSES, ELEVATOR PENTHOUSES, NON OCCUPYABLE SPACES ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES, VERY NARROW PASSAGEWAYS OR FREIGHT ELEVATORS, PIPING AND EQUIPMENT CATWALKS AND MACHINERY, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS. 5. CONTROLS AND HARDWARE. I). OPERATION. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES ON DOORS, WINDOWS CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES, SHALL HAVE LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE, DOOR SHALL COMPLY WITH IBC. 2). MOUNTING HEIGHTS. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN TAS, AND NOT LESS THAN 36 INCHES ABOVE THE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15 INCHES IN HEIGHT ABOVE THE FLOOR. DOOR HARDWARE SHALL BE MOUNTED NOT MORE THAN 42 INCHES ABOVE THE FINISHED FLOOR. 6. CLEAR FLOOR SPACE. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR A SIDE APPROACH SHALL BE PROVIDED AT ALL. CONTROLS OR HARDWARE. 7. OPENING FORGE FOR DOORS. THE MAXIMUM OPENING FORGE FOR DOORS LOCATED WITHIN AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR HINGED DOORS. 5 POUNDS FOR SLIDING OR FOLDING DOORS. 5 POUNDS FOR INTERIOR HINGED DOOR. FORGES SHALL BE APPLIED TO THE LATCH SIDE. 8. ALL EXTERIOR DOORS SHALL HAVE THRESHOLD, AND MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2 ". 5. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPPING. 10. SIGN ON ENTRANCE DOOR: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN LETTER SHALL NOT BE LESS THAN ONE INCH HIGH ON CONTRASTING BACKGROUND. FITTING ROOM *I FITTING ROOM *2 u 2 n 0 1 6 IQ PLAN NOTES 8 3' -0" HANGING BAR AT 6' -0" A.F.F. TYP. G.0 TO PROVIDE NON COMBUSTIBLE BACKING IX6X3 /4" TO CENTER LINE. 3' -6 "x I/8" ACRYLIC PLASTIC ATTACHED TO WALL BEHIND BAR BY G.G. SEE 10 /A4.1 roi GARMENT HANG BAR u El 13 14 16 6 FITTING 1NOMEN5 MEi`5 ROOM *5 RESTROOM RESTROOM (2) 5 LB 2- A -IOBC FIRE EXTINGUISHER - VERIFY FINAL. LOCATION W/ FIRE MARSHAL. ON HANGER (TYP) TOP OF EXT. +48" A.F.F. COMPLY WITH IBC INVITATION CENTER SLAT WALL TO 1 -6" A.F.F. 1' -0" WINDOW DISPLAY WALLS PROVIDE I "X6" NON COMBUSTIBLE BLOCKING. REF 5 /A4.0 DATA 4 RECEPTION FOR EMPLOYEE TIME CLOCK TO BE LOCATED ON THIS WALL 52 "A.F.F. MIRROR - FULL WIDTH 4 HEIGHT OF WALL REF. 5/A3.0 FOR DETAIL HARDWORD ENTRY. REF. SHEET A5.0 CARPET COVERED CORNER SEAT. 18 "X18 "X20 "H ADA COMPLIANT CONCRETE WALKWAY EXISTING BREAK AREA SINK AND COUNTER. EXISTING GLASS AND ALUMINUM STOREFRONT BY LANDLORD TO REMAIN AS 15. SINGLE HANG RACKS WITH WOOD SHELF ABOVE BY G.G. OWNER TO VERIFY HEIGHT. SEE 8/A4.0 DOUBLE HANGING F.R. WOOD GARMENT RACKS BY G.G. REF. 1 /A4.0 17 TRIPLE WOOD SHELF MOUNTED ON METAL STANDARD GENERAL NOTES NOTE: ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE. 18 Iq 20 21 24 25 26 1271 28 121 1301 131 32 33 1 I. G.G. TO PROVIDE F.R. BLOCKING BEHIND ALL HOOKS AND WALL MOUNTED FIXTURES. 2. REF. FINISH PLAN A3.0 FOR FINISHES. 3. REF. ELECTRICAL PLAN FOR ELECTRICAL OUTLET LOCATIONS 4. G.G. TO PROVIDE 1X6 F.R. WOOD BLOCKING AT 6' -6" A.F.F. TO CENTER LINE AT HORIZONTAL. CHROME HANG BAR. ALL FITTING ROOMS 5. G.G. TO PROVIDE 1X6 F.R. WOOD BLOCKING AT 6' -6" A.F.F. TO CENTER LINE THROUGHOUT SALES FLOOR 6. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND /OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATION PRIOR TO PROCEEDING. 1. ALL DOORS ARE LOCATED 4" OFF ADJACENT WALL UNLESS INDICATED OTHERWISE. EXISTING DEMISING WALL. G.0 FIELD VERIFY. 6" STUDS AT 16" O.G. G.G. TO FIRE -SAFE ALL VOIDS AND PENETRATIONS FROM EXISTING CONCRETE SLAB TIGHT TO DECK ABOVE. I' -6" DEEP SHOE SHELVES BY G.G. HEIGHT TO BE MAX. 18" BELOW CEILING 2' -0" DEEP SLANTED SLIP BINS BY G.G. HEIGHT TO BE MAX. 18" BELOW CEILING ADA COMPLIANT PRE MANUFACTURED SALES COUNTER PROVIDED BY TENANT. G.0 TO ROUGH -IN UTILITIES SEE ELECTRICAL PLANS. REF OI /A4.1 FOR MILL SHOP DETAILS. EXISTING MOP SINK CUSTOMER SERVICE KIOSK WALL MOUNTED 5' -0 X 6' -0" GRAPHIC BY TENANT ALFRED ANGELO BRIDAL LOGO ON GYP. SOFFIT GYP. BD. SOFFIT. REF. A2.0 EXISTING REAR DOOR TO BE SEALLED SHUT. TACK WELD IN CLOSED POSITION, REMOVE DOOR HARDWARE AND REPLACE WITH BLANK COVER PLATES EXISTING GLASS STOREFRONT DOOR TO BE RELOCATED AND INFILLED BY LANDLORD. PARKING STRIPING TO REMAIN AS 15 BY -LEVEL WATER FOUNTAIN. REF. 6/AI.2 ADA PULL OUT COUNTER PAINTED WOOD SELF ABOVE GARMENT RACK ADA BENCH RED @ 11 "A.F.F. REF 5 /AI.3 MODULAR CLOSET- HOUSE BAG UNITS EXISTING ELECTRICAL SERVICE INFILL EXISTING POUR STRIP PER DETAIL 7/AI.2 EXISTING COLUMN W/ 3 -HOUR WRAP. LEGEND !MINA WW1 NEW NON BEARING WALL TO 6" ABOVE CEILING. REF 2 /AI.I NEW NON BEARING HALF WALL TO 8' -6" A.F.F REF 3 /AI.I EXISTING CONSTRUCTION NEW NON BEARING WALL 6" ABOVE CEILING NEW NON BEARING HALF WALL TO 7' -6" A.F.F REF 5/A1 .I GYP. BD. SOFFIT AT CEILING LOD = 4, 101 SF tkeNitAIV CODS COMPLIANCE. APPROVED APPR OC1 '2 4 20 City Of TukN RCN tDOB'-R3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS R1 . ; OC1 61008 PERMIT CENTER REGISTRATION /o. THOMAS 1,-1'0 SPADER FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ABA 10/10/08 A08 -439 10/14/08 - 1:16pm A08 -439 A1.0.dwg ® SHEET A1.0 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. SIZE GA. TYPE 16" O.C. 24' O.C. MAX. UNSUPPORTED HEIGHT (1) (2) (3) 2 1/2" 25 ST UP TO 12' -6" 10' -9' 22 ST ' ' 13' -0' 11' -6" 20 ST ' ' 13' -10' 12' -0' 3 5/8' 25 ST UP TO 16' -0' 13' -6" 22 ST ' ' 11 15' -0' 20 ST ' ' 11 15' -1" 20 SJ ' ' 18' -6' 16' -9' 18 SJ ' ' 19' -3' 16 SJ ' ' 20' -0' 14 SJ ' ' 22' -0' 6' 22 ST UP TO 25' -3' 22'0" 20 ST ' ' 26' -1" 22' -10' 20 SJ ' ' 26' -8' 23' -8' 18 SJ ' ' 2S' -0' 16 SJ ' ' 30' -0" 14 SJ ' 1 32' -0' (1) BASED ON INTERIOR NON - BEARING PARTITIONS WITH (1) LAYER OF GYP. BD. EA. SIDE. USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DWGS. (2) RUNNER TRACK GAUGE TO MATCH STUD. (3) WALLS OVER 12' -0' HIGH TO BE LATERALLY BRACED VERTICAL WITH 1 1/2', 16 GA. COLD- ROLLED CHANNELS CLIP ANCHORED TO METAL STUDS. EXISTING RIGID INSUL. EXISTING BY LANDLORD 3 -HR DEMISING WALL- WALL (3) LAYERS 5/8' GYP. BD. ON 8' MTL. STUDS 6 24' O.C. UL DESIGN V -438 ADJACENT TENANT EXISTING CONC. SLAB EXISTING MEMBRANE ROOFING API . RS.., tS. S.off: 0 ....... ..,at.S...tefS,. EXISTING FIRESAFING BETWEEN RIBS AT METAL DECK (G.C. VERIFY) EXSITING CONTIN. FIRE CAULKING AT JOINT. PROVIDE FIRE CAULK 6 ALL PENETRATIONS INCLUDING JOIST WEB MEMBERS AS NECESSARY. EXTEND TOP OF STUD TO MINIMUM OF 6' ABOVE CEILING TENANT'S CEILING AS SCHEDULED 5/S' TYPE 'X' MOISTURE RESISTANT GYP. BOARD ON TENANT SIDE ONLY — 3 -5/8" METAL STUDS 20 GA., 6 16 O.C. FASTEN 20 GA. TRACK TO SLAB W/ HILTI 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 INTERIOR DEMISING WALL PARTITION PARTITION WALL DETAILS ,: AI.1 J SCALE: N.t.S 3 -5/8' 25 GA STL. STUD TO LATERAL BRACING AT 48' O.0 (LATERAL DIRECTIONS) EXISTING STRUCTURE ABOVE. PROVIDE BLOCKING AT EXISTING STRUCTURE REQUIRED. NOTE: PROVIDE MOISTURE RESISTANT (GREEN BOARD) AT TOILET ROOMS AND AT LOCATIONS EXPOSED TO MOISTURE • • • • • 1 F':. '.�. w! T'C ^.: 'D•'�F wS T+ R"'Fr•.FR . �'S'4 : 'C, etr, !Alt 1 11, 111 ; 11 ;11 ,1 11 611 I =1 I I, 111111 x 1 CONTINUOUS BREAK METAL SLIP TRACK EXTEND TOP OF STUD TO MINIMUM OF 6" ABOVE CEILING TENANT'S CEILING AS SCHEDULED 5/8' TYPE "X' GYP. BOTH SIDES 3 5/8' METAL STUDS 20 GA., 41 16" O.C. FASTEN 20 GA. TRACK TO SLAB UJ/ HILTI 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 INTERIOR WALL PARTITION VARIES :1 1( -1 � I -1 i ICI 1 =1 i 1 =l I I 11- =11 11 I � � 1 j 1: =1 I' 5/8" TYPE 'X' GYP. BOARD BOTH SIDES. INTERIOR HALF WALL PARTITION - REF 2 /A.1. HANGING WIRE ATTACHED TO STRUCTURE (BEAM, JOIST, STEEL ANGLES) FASTEN TO MAIN TEES OF CEILING GRID TENANT'S CEILING AS SCHEDULED WOOD TRIM CAF PAINTED P3 CONTINUOUS METAL TRACK, 3 -5/8' STANDARD GUAGE METAL. DRY WALL STUDS 6 16 O.C. RE: A3.0 FOR SCHEDULED FINISH FASTEN 20 GA. TRACK TO SLAB W/ HILTI 'DN' FASTNERS AT 24' O.C. W/ 1 -1/8' EMBEDED PER ICBO ER -2895 , ,41.1 l SCALE: N.T.S METAL ANGLE ANCHOR, STEEL POST AT ENO OF WALL AND 9 4er O,C, ANCHORED TO CONCRETE SLAB. REFER TO APPROPRIATE WALL SECTION FOR POST SIZE, 5/8" GYP. WALLBOARD. 02 DETAIL - HALF WALL s. . • • 4 • METAL ANGLE ANCHOR. TYPICAL SECTION THRU POST STEEL POST AT END OF WALL AND 45" D.C. ANCHORED TO CONCRLIL SLAB. REFER TO APPROPRIATE WALL SECTION FOR POST SIZE. NOTE: PROVIDE MOISTURE RESISTANT (GREEN BOARD) AT TOILET ROOMS AND AT LOCATIONS EXPOSED TO MOISTURE 2 1/2' X 25 GA. STEEL STUDS , 16' O.C., SET 1' FROM WALL W/ R -11 BATT INSULATION W/ VAPOR BARRIER AND 5/8' TYPE 'X' G.W.B. ON INTERIOR SIDE FASTEN 20 GA. TRACK TO SLAB W/ HILTI 'DN' FASTNERS AT 24" O.C. UJ/ 1 -1 /8' EMBEDED PER ICBO ER -2895 ti ♦ d' , . 7 niWi.a iYtsjpY!lIIFT:IIf4_ „6t EXTERIOR WALL PARTITION EXISTING EXTERIOR WALL 1 PARTITION NOTES 1 - NON - BEARING STUD WALLS ONLY. SEE OTHER DETAILS FOR BEARING WALLS - STUDS AT WARDROBING ROOM PARTITION TO BE 18 GA. MIN. 1. ALL STUDS e WARDROBING ROOM PARTITIONS REQUIRE GYP. BOARD ON BOTH SIDES FOR THE FOR THE FULL HEIGHT OF THE STUDS UNLESS SPECIFICALLY DETAILED OTHERWISE. 2. ALL SUSPENDED WALLS SHALL HAVE GYP. BOARD WHICH EXTENDS 6' ABOVE THE SUSPENDED CEILING UNLESS 51-1OWN AND /OR NOTED OTHERWISE BY THE ARCHITECT. 3. NOT USED. 4. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4' -0' MAXIMUM ON CENTER THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS. 5. ALL STUDS SHALL BE "GEE' STUDS WITH FLANGE STIFFENERS. 6. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURER'S RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. 1. TYPICAL FASTENER : A. STEEL STUDS TO STEEL STUDS OR TRACKS: 8 -I8 X 1/2' TEKS /2 WITH PHIL PAN HEAD FOR 25 GA. OR 20 GA. *10 - 16 X 9/16' TEKS /3 WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA. OR 16 GA. B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS 4 BEAMS: *14 -10 X 1 1/2' N.W.H. TYPE "5' METAL -TO- WOOD TEKS. C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE COLUMNS, BEAMS, GIRDERS, ETC.): TEKS /3 OR TEKS /4 - GAUGE AND LENGTH AS REQUIRED FOR TI-4E COMBINED THICKNESS OF THE FRAMING TO BE DRILLED. D. NOT USED. E. GYP. BOARD TO STEEL STUDS: 41 1 X 1 1/4” H1 -LO TYPE 1 5" BUGLE HEAD SCREWS FOR 3/8' TO 5/8" GYP. BOARD TO 25 GAUGE OR 20 GAUGE STUDS. .6 X 1 1/4' TYPE 5 -12 BUGLE HEAD SCREWS FOR 3/8' TO 5/8' TO 18 GA. OR 16 GA. STUDS OR TRACKS. 8. 'ALIGN' MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G., WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND JOINTS. 9. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS (UNLESS NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING LEVEL AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL NAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOP CAULKED AT U.L. RATED PARTITIONS. ALL DRY -WALL JOINTS ABOVE FINISHED CEILING SHALL BE 'FIRE TAPED.' ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE. ALL VERTICAL DIMENSIONS SHOWN ARE TO THE TOP OF THE SLAB, UNLESS NOTED OTHERWISE. 10. NOT USED. 11. DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30' -0" O.C. AT PARTITIONS AND ELSEWHERE AS NOTED. 12. AT PARTITIONS HIGHER THAN 12' -0' PROVIDE HORIZONTAL LATERAL BRACING WITH 1 1/2' 16GA. COLD ROLLED CHANNELS AT 8' -0' VERT. ANCHORED TO STUDS. 13. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK. 14. ALL TENANT FRAMING SHALL BE METAL STUDS. 15. ALL BLOCKING IS TO BE NON COMBUSTIBLE. (METAL STUD SCHEDULE 1 Irk V CU tU� CODE COMPL NCE. APPROV 00 2 4 2000 Of Tukon 1a ILDINOINISPL bo8 3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RECEIVED OCT 152008 PERMIT CENTER REGISTRATION y . -__ __ 812 s- _ _-__ >1 /l 'A 1(4 _I FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 10/14/08 - 1:15pm A08 -439 A1.1.dwg SHEET A1.1 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. TOILET ACCESSORY DESCRIPTION MOUNTING HEIGHT ALL FAUCET CONTROLS ® PER A.D.A. TOWEL DISPENSER 50AP DISPENSER TOP OF OPENING 40" A.F.F. TO LET TISSUE HOLDER Q 24" A.F.F. SOAP DISPENSER -WALL MOUNT. GRAB BAR (42 ") 48" A.F.F. TO CONTROLS SANITARY NAPKIN DISPENSER . TOP OF OPENING 40" A.F.F. SANITARY NAPKIN DISPOSAL TOP OF OPENING 30" A.F.F. GRAB BARS 250# DESIGN (I -1/4" - I -1/2 ") 33" A.F.F. TOWEL DISENSER -WALL MOUNT. TOP OF UNIT 12" A.F.F. NUMBER DESCRIPTION TI FOLDED TOWEL DISPENSER ® TOILET TISSUE DISPENSER © 50AP DISPENSER 0 FRAMED MIRROR Q GRAB BAR (36 ") c GRAB BAR (42 ") GRAB BAR (18 ") . CONGEALED BLOCKING (TYP.) of RESTROOM PLAN 1 SCALE: I/4 "= I' =O" -G- N NOTE: I. TOILET ACCESSORIES ARE BY "BOBRICK" OR APPROVED EQUAL 2. PROVIDE SOLID BLOCKING AND FRAMING AS NECESSARY FOR THE INSTALLATION OF ACCESSORIES 1. OUTSIDE FACE OF GRAB -BARS SHALL NOT EXTEND MORE THAN 3" FROM WALL. 2. URINALS SHALL HAVE ELONGATED RIMS COMPLYING WITH T.A.S. A.D.A. REQUIREMENTS. GENERAL NOTES: A. ALL LISTED HEIGHTS ARE RECOMMENDED BY MANUFACTURER. IN ADDITION, ALL ACCESSORIES MUST BE MOUNTED TO CONFORM TO REQUIREMENTS OF THE AMERICAN DISABILITES ACT 4 IBC. B. ALL. PLUMBING FIXTURES SHALL COMPLY WITH IBC. 05 TOILET ACCESORIES �1.2) SCALE: I/2 " =1' =0" f m z 1 N IMPERVIOUS HIGH PERFORMANCE EPDXY COATING ON GYPSUM BOARD AT INTERIOR OF RESTROOMS MP) CERAMIC TILE r N // / T LAVATORY - I NSULATED HOT WATER AND DRAIN PIPES TYPICAL 02 RESTROOM ELEVATION �41.2J SCALE: I/2 "= I' = P -I WALL MNT. MIRROR 36" MIN CERAMIC TILE TOP OF TOILET SEAT 1 m 12 "MAX. l-4" TOP OF CERAMIC TILE @ 40" 54" MIN. 5'MAX. P -I 42" MAX HANDICAPPED WATER CLOSET, SEE PLUMBING TYPICAL 03 RESTROOM ELEVATION ..1.2) SCALE: I/2 "= I' = z 1 N r I L_ 4 `� MAX 4' -0" MIN PLAN of 0 0 LOW DRINKING FOUNTAIN EQUIPMENT PERMITTED I N SHADED AREA 06 HI -LO DRINKING FOUNTAIN AI.2 SCALE: I/2 " =1' = 6" j = z MAX. 1s 4- N SIDE ELEVATION FRONT ELEVATION INSULATED HOT WATER * DRAIN PIPES TYP. 8" MIN. KNEE CLEARANCE (A) ACCESSIBILITY NOTES, DETAILS $ RESTROOMS z 1 1 ti\ 6" MAX. CLEARANCE 04 CLEARANCES 1.2 SCALE:I /2 " =1' =O" z 1 IT N DEPTH NOTE EQUIPMENT FERMI TTED IN SHADED AREAS z 1 P L- (B) CLEAR FLOOR SPACE 11" MAX. 48" MIN. / 17" MIN. 0 FOR REFERENCE ONLY (SEE PLUMBING FIXTURE SPEC IF 1 CATI ONS FOR ACTUAL CONFIGURATION) GENERAL NOTES I. GRAB BARS SHALL BE I -1/4" TO I -1/2" DI A. AND WITH I -1/2" CLEAR TO WALL BAR FASTENERS. MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 # /FT IN BENDING AND SHEAR TENSION. 2. FIVE LB. FORGE REQUIRED TO ACTIVATE FLUSH VALVE. 3. AT THE LAVATORY, PROVIDE A MINIMUM 8" KNEE CLEARANCE, A 6" MAXIMUM TOE CLEARANCE, A MINIMUM 11" 4 MAXIMUM 25" LAVATORY DEPTH. 4• FLUSH CONTROLS SHALL BE ON THE WIDE SIDE OF THE TOILET AND NOT BE HIGHER THAN 44" A.F.F. 5. OPERABLE EQUIPMENT SHALL BE MOUNTED AT 38" ABOVE FINISHED FLOOR Kt CODE APPROVED 4 2008 Cif Tukwila BUILDIVA EXISTING SLAB - REMOVE AS REQUIRED FOR INSTALLATION OF UTILITIES 6x6WI.4x111.4 WELDED WIRE FABRIC. MINIMUM lY2" COVER. COMPACTED EARTH O SLAB REPAIR DETAILS SCALE: I/2 "= I' =0" 3000 P5I CONCRETE INFILL CAST OVER VAPOR RETARDER 11I 11I 1II III NOTE: CONTRACTOR MAY SELECT EITHER DETA FOR USE. SCHEDULED FLOOR FINISH #6 REBAR DOWELS x 1' -4" DRILL AND EPDXY 8" INTO SLAB AT 16" O.G. 6x6 WI.4xW1.4 WELDED WIRE FABRIC. MINIMUM V2 COVER. EXISTING SLAB TO BE REMOVED AS REQU I RED 4 1' -4" - I II III III J II III III III III III III III III III III III III III III I I III — GOMPAGTED EARTH _ —III - III III III H I � � I I 1 I 11116 11, 7111 II III 5000 P51 CONCRETE INFILL CAST OVER VAPOR SCHEDULED FLOOR FINISH TOOL EDGES AND SEAL cO £O8'-ib3 TENANT IMPROVEMENT FOR REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA RECEIVED OCT 15 2008 PERMIT CENTER REGISTRATION -, ,, 7 812 7— 7-77 f .. 1 @ � Ai; L. liic1GT ,2;7/A 4 v .„, HOA,f' LEU SPARER s'P,1 N,,• :riL ,,:iC ON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 10/14/08 - 1:14pm A08 -439 A1.2.dwg SHEET A1.2 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. 1/2' MAX. 'I• FLOOR 1. CHANGES IN LEVEL UP TO 1/4 IN. (6mm) MAY BE VERTICAL AND WiTHOUT EDGE TREATMENT. CHANGES IN LEVEL. BETWEEN 1/4 IN. AND 1/2 IN. (6mm AND 13mm) SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 iN. (13mm) SHALL BE ACCOMPLISHED BY MEANS OF AN ACCESSIBLE RAMP. 0i THRESHOLD 1 SCALE:1 /2' = I' = m" THRESHOLD n FLOOR LOCATE SIGN ON 8" MAX. LATCH SIDE OF DOOR ch& WOMEN i 02 SIGNAGE LOCATION 12 SCALE:1 /2' = I' = m' m3 OUTLET Y413) SCALE:1 /2 " =1' =0' f TYPICAL ELECTRICAL OR _ TELEPHONE OUTLET 0 o TYPICAL LIGHT SWITCH OR CONTROL SWITCH 1. TYPICAL MOUNTING HEIGHTS FOR CONTROL SWITCHES AND OUTLETS. 2. PROVIDE A CLEAR FLOOR SPACE (30'x48') OF SWITCHES 4 OUTLETS. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF TI-4E WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 Ibf. TYPICAL ROOM SIGNAGE \41.3} SCALE: N.T.S CO NO. 2 BRAILLE 3/4' HIGH SAME WORDING 8' MEN TYP REST ROOM SIGN 1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH BETWEEN 1:5 AND 1:10 USING AN UPPER -CASE 'X" FOR MEASUREMENT. LOWER CASE LETTERS ARE PERMITTED. 2. LETTERS AND NUMERALS SHALL BE RAISED 1/32 iN, UPPER CASE, IHELVETICA TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/S IN (16mm) HIGH, BUT NO HIGHER THAN 2 IN (50mm). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN (152mm) MINIMUM IN HEIGHT. 3- THE CHARACTERS 4•1D BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. k 5' MIN BENCI - 1 SEAT 4' -0" MIN >a5 ADA FITTING ROOM 1 SCALE: 1/2 "= 1' -0" 7' -0" MIN BENCH SEAT 6' -8 -1 /4" 20 " -24" THE STRUCTURAL STRENGTH OF THE BENCH AND ATTACHMENTS SHALL COMPLY WITH IBC. A. ACCESSIBLE ROUTE ACCESSIBLE ROUTES FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREET OR SIDEWALK TO THE BUILDING ENTRANCE SHALL NOT EXCEED 5% OR 1:20 SLOPE IN THE DIRECTION OF TRAVEL, NOR 2% OR 1:48 IN CROSS SLOPE. B. PARKING AND PASSENGER LOADING ZONES ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON LEVEL OR LESS THAN 2% SLOPED GROUND AND IS IDENTIFIED BY VERTICAL SIGNAGE THAT COMPLY WITH STATE AND FEDERAL CODE. C. CURB RAMP CURB RAMPS SHALL COMPLY WITH FEDERAL AND IBC. D. ELEVATORS: N/A E. THE MINIMUM CLEAR WIDTH OF ALL ACCESSIBLE ROUTES OF TRAVEL SHALL BE 36 INCHES. CHANGES IN LEVEL AND THRESHOLD HEIGHTS SHALL CONFORM TO LOCAL AND STASTE CODE, 1/2' MAXIMUM HEIGHT. F. CONTRACTOR SHALL HOLD A 60' UNOBSTRUCTED TURNING SPACE WITHIN ALL PUBLIC TOILET ROOMS. TOILET DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. GRAB BARS SHALL BE PLACED ABOVE ACCESSIBLE WATER CLOSET. GRAB BARS AND SEATS SHALL BE DESIGNED FOR 250 POUNDS LIVE LOADS. STALL LATCHING HARDWARE SHALL BE MOUNTED 36' AFF., AND TOILET ROOM ACCESSORIES SHALL BE MOUNTED AS NOTED ON SHEET A1.2 G. CONTROL, HARDWARE AND MOUNTING HEIGHT: 1. THE HIGHEST OPERABLE PART OF ENVIRONMENT AND OTHER CONTROLS DISPENSORS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED, AND NOT LESS THAN 36 INCHES ABOVE THE FLOOR ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALL SHALL BE MOUNTED A MINIMUM OF 15 INCHES IN HEIGHT ABOVE THE FLOOR DOOR HARDWARES SHALL BE MOUNTED NOT MORE THAN 42 INCHES ABOVE THE FINISH FLOOR 2. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVEL OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT, GRASPING, PINCHING OR TWISTING TO OPERATE. 3. Door closer maximum operating forces shall comply with Federal and State specifications The door closer sweep period shall be adjusted so that from an open position of 10 degrees, the door will take at 3 seconds to move to a point 3 in from the latch, measured to the leading edge of the door. 4. The maximum force for pushing or pulling open a door shall be as follows: (1) Fire door: the minimum opening force allowable by the City. (2) Exterior hinged doors: (Reserved) (3) Interior hinged doors: 5 Ibf (4) Sliding or folding doors: 5 Ibf These forces do rot apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. H. POOR MANEUVERING CLEARANCES SHALL BE PROVIDED AT ALL DOORS AS 61-1OWN, 1. WHERE A DOOR MUST BE PULLED TO BE OPENED, AN UNOBSTRUCTED FLOOR SPACE SHALL EXTENDED AT LEAST 18 INCHES BEYOND THE STRIKE JAMB. 2. WHERE A DOOR MUST BE PUSHED OPEN, AND IS EQUIPPED WITH A CLOSER AND A LATCH, AN UNOBSTRUCTED FLOOR SPACE SHALL EXTEND AT LEAST 12 INCHE5 BEYOND THE STRIKE JAMB. 3. WHERE TWO DOORS ARE IN SERIES, THE MINIMUM DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS SHALL BE 52 INCHES IN ADDITION TO AN NEEDED I. LAVATORIES AND ASSOCIATED MIRRORS 514ALL BE INSTALLED AS SHOWN 1. HEIGHT LAVATORIES AND SINKS SHALL BE MOUNTED WITH THE RIM OF COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FINISHED FLOOR THE TOTAL DEPTH OF CLEAR SPACE BENEATH THE LAVATORY SHALL NOT BE LESS THAN 1 INCHES, OF WHICH TOE CLEARANCE SHALL NOT BE LESS THAN 29 INCHES IN HEIGHT AND 30 INCHES IN WIDTH. 2. EXPOSED PIPES AND SURFACES: HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES OR SINKS. 3. FAUCETS: FAUCET CONTROL HANDLES SHALL BE LOCATED NOT MORE THAN 17 INCHES FROM THE FRONT EDGE OF THE LAVATORY SINK, OR COUNTER, AND SHALL COMPLY WITH CODE. SELF CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS PER OPERATION. 4. SINK DEPTH: SINKS SHALL NOT BE MORE THAN 6 1/2' IN DEPTH. 5. MIRRORS, DISPENSORS AND OTHER FIXTURES: MIRRORS OR SHELVES SHALL BE INSTALLED SO THAT THE BOTTOM OF THE TOP OF THE SHELF IS WITHIN 40 INCHES ABOVE THE FLOOR J. SIGNAGE: 1. BUILDING SIGNAGE: SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH FLORIDA BUILDING CODE. OTHER SIGNS WHICH PROVIDE DIRECTION TO, OR INFORMATION ABOUT, FUNCTION SPACES OF THE BUILDING COMPLY WITH INTERNATIONAL BUILDING CODE. 2. ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WHICH SHALL COMPLY WITH 4.30.1. 3. RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS: LETTERS AND NUMERALS SHALL BE RAISED 1/32', UPPER CASE, SANS SERIF OR SIMPLE SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8' HIGH, BUT NO NIGHER THAN 2'. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN MINIMUM IN HEIGHT. 4. SIGNAGE MOUNTING LOCATION AND HEIGHT SEE 2/41.3. CODE COMPLIANCE. APPRO Q Cj 2 4 2008 City Of TuMwiia BUILDING DIVISION bosL i) 3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS REGISTRATION ..7812 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRIUAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RF oCr •I 52008 REFiivii 1 CENTER r ;FL) Hitt.; r. HOMA^ I FC /;1 ^ER SiA'i- niC; ?:v' g d ABA 10/10/08 A08 -439 10/14/08 - 1:14pm A08 -439 A1.3.dwg SHEET A1.3 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. CEILING FINISH SCHEDULE KEY DESCRIPTION CI 3/4" 2 X 2 LAY -IN CEILING TILE IN GRID SYSTEM AT 12' -0" AFF. LAY IN TILE BY ARMSTRONG INDUSTRIES- 104 WHITE, CORTEGA ANGLED TANGULAR C2 3/4" 2 X 2 LAY -IN CEILING TILE IN GRID SYSTEM AT 9' -0' AFF. LAY IN TILE BY ARMSTRONG INDUSTRIES- 104 WHITE, CORTEGA ANGLED TANGULAR C3 3/4" 2 X 4 LAY -IN CEILING TILE IN GRID SYSTEM AT 13' -6" AFF. LAY IN TILE BY ARMSTRONG INDUSTRIES- 704 WHITE, CORTEGA ANGLED TANGULAR s 5/8" GYP. BD. CEILING AT 8' -6' AFF. C5 3/4" 2 X 2 LAY -IN CEILING TILE IN GRID SYSTEM AT 10' -0' AFF. LAY IN TILE BY ARMSTRONG INDUSTRIES- 704 WHITE, CORTEGA ANGLED TANGULAR ••■ ••• ■ ■ ■ ■ ■III •••••• ••••• ■ ■_ ■III ■ ■_ ■■ •••••• ■■ ■ ■ ■■ ••=I•• ■ ■MN ■■ ••■ ••• ••• ■I:■ ••• ••• ■I: ■ ••• ■•• ■I:III ••• ••• ■I :■ ••• ••• ■I :■ ••• ■•• ■I :■ ■ •• r:iSSa►.7 •••••• ■ ■■■ ■ •••••• ••■ •• ■ ■ ■ ■ ■ ■■ ••••■• •••1111111•• ■ ■M ■ ■■� ■■ f31E= •••I••• ■ ■ IIII•1■■ ••■•■ ••• ■I:■ ••• ••• ■I:■ ••• ■ •• ■I:■ ••• 511510115115111EM tral 7f OI REFLECTED CEILING PLAN SGALE:3 /Ib " =1' -0" 12' -0' SALES AREA SUSPENDED ACOUSTICAL CEILING GYP BD BULKHEAD PAINTED P 1 OZ EXISTING SOFFIT �A2.0) SCALE: N.T.5. TO BO TOMTO° BRACE (BEAM, JOIST, STEEL ANGLES) SECURE METAL BRACE TO (4) *6 -20 X 3/8' SELF TAP SUSPENDED ACOUSTICAL CEILING FITTING ROOM AREA (CEILING 10' -0' AFF AT ENTRY) STUD SCREWS LIGHTING PLAN NOTES: NOTES TO SPEAKER SYSTEM RECESSED CEILING MOUNTED SPEAKERS START LAYOUT 1. THIS DRAWING 15 FOR DESIGN INTENT ONLY AND SHALL NOT BE USED AS A CONSTRUCTION DOCUMENT. INPUT VOLTAGE AND OTHER REQUIREMENTS TO BE SPECIFIED BY THE PROJECT ARCHITECT /ENGINEER. ALL DIMENSIONS AND DETAIL INFORMATION SHALL BE VERIFIED AGAINST EXISTING SITE CONDITIONS TO DETERMINE CONFLICTS OR APPRECIABLE DIFFERENCES. 2. TRACK 15 PROVIDED WITH END FEEDS AND CONNECTORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE OTHER HARDWARE NECESSARY FOR INSTALLATION. A. TRACK SHALL BE ATTACHED TO SUSPENDED CEILINGS. B. ELECTRICAL CONTRACTOR TO INSTALL TRACK HEADS. 3. ALL FIXTURES AND LAMPS WILL BE PROVIDED BY OWNER. 4. QUESTIONS REGARDING THE INTENT OF THIS GUIDELINE DRAWING MAY BE DIRECTED TO SERVICE LAMP CORPORATION, PHONE: 336 -841-4164. 1 GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DESCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK 2. SPEAKER TO BE CENTERED ON TILE. 3. G.0 TO COORDINATE WITH TENANT. TENANT TO SPECIFY INSTALLATION CRITERIA. MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The m eans of illumination level shall not be less than , 1foot= c at the " m g 1ev'41 IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exieri ngs o� lan di;`; for `ex t disbhargedoonkg. GENERAL NOTES TO REFLECTED CEILING PLAN 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DESCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. 2. EXISTING SPRINKLER MAIN, EXISTING FIELD VERIFY. LANDLORD APROVED VENDOR TO PERFORM ALL WORK. DESIGNING AND INSTALLING SPRINKLER LAYOUT PER ALL APPLACABLE CODES AND RESTRICTIONS. 3. ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO BE SUSPENDED FROM THE STRUCTURAL STEEL ONLY. FOR BEAMS, ANCHORS TO TOP OR BOTTOM JOIST FLANGE. FOR STEEL TRUSSESS, GIRDERS, AND JOISTS, ANCHOR TO TOP CHORD OR, IF NECESSARY TO SUSPEND FROM BOTTOM CHORD, HANG ONLY FROM PANEL POINTS AND BRACE TO TOP CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC. 4. ALL CEILINGS MUST PROVIDE ACCESS TO LANDLORDS EQUIPMENT, FULL BOXES, J- BOXES, DAMPERS, VALVES, ETC. 5. ALL ROOF PENETRATIONS, INSTALLATIONS, REPAIRS, ETC, SHALL BE PERFORMED BY LANDLORDS DESIGNATED ROOFER. 6. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECRICAL POWER SYSTEM (STORAGE BATTERIES, UNIT POWER, UNIT EQUIPMENT, OR AN ON SITE GENERATOR SET) OR AN APPROVED SELF - LUMINOUS SYSTEM THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF TI-1E EXTERNAL P OWER SOURE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIMES. 1. PROVIDE MEANS OF EGRESS IDENTIFICATION USING EXIT SIGNS THAT ARE INTERNALLY OR EXTERNALLY ILLUMINATED ALONG THE PATH OF EXIT TRAVEL WITHIN THE MEANS OF THE EGRESS SYSTEM. THE EXIT SIGNS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH EXIT SIGNS SHALL BE LOCATED TO CLEARLY INDICATE TEN DIRECTION OF EGRESS TRAVEL AND SUCH THAT NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN 8. ALL CEILINGS MUST PROVIDE ACCESS TO LANDLORDS EQUIPMENT, PULL BOXES, J- BOXES, DAMPERS, VALVES, ETC. 9. GENERAL CONTRACTOR TO VERIFY INSULATION CONDITION. PROVIDE NEW TO MATCH EXISTING WHERE REQUIRED IN FIELD. 10. EXISTING HVAC TO REMAIN. SUB CONTRACTOR MUST INSPECT AND REPAIR AS NEEDED. REWORK DUCT LAYOUT AS REQUIRED IN NE FIELD. 11. HANG SUSPENDED CEILING W/ *'8 GA WIRE AT 4' -0' OC EACH WAY AND BRACE PER CODE REQUIREMENTS 12. SUSPENDED CEILING TILE AND T -BAR ATTACHMENT: PROVIDE HORIZONTAL RESTRAINT EFFECTED BY (4) *12 GA WIRES SECURED TO THE MAIN RUNNER WITH 2' OF THE CROSS RUNNER INTERSECTION AND SPAYED 90 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 FROM THE PLANE OF TI-4E CEILING. THESE RESTRAINT POINTS SHALL SE PLACED 12' 00 IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR THE IMPOSED LOAD. INSTALL VERTICAL COMPRESSION STRUTS 10 12' -0' 00 IN ALL DIRECTIONS 13. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT DESIGNER IMMEDIATELY REGARDING DISCREPANCIES BETWEEN PLAN'S SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. FOR ITS ACCURACY OR FOR ANY LOSS OCCURRING BY REASON OF RELIANCE THEREON. BY REASON OF RELIANCE THEREON. .•.... ■•uu• NL /rM ■E■ ■ •• GUIDELINE LIGHTING PLAN SYMBOL FIXTURE SPECIFICATION NL / M ■■■■N■ ■A■MIE T 4A IE O E TYPE A /AE, 2X4 GRID LAY -IN, 15 CELL PARABOLIC LENS, 3 TS LAMP, SIMKAR TEP244- 332 -18C- 511 -3L -UNV (SIMKAR TEP244- 332 -18C -ELS- 1311 -3L -UNV FOR TYPE AE WITH EMERGENCY LIGHTING). LAMP WITH F32TSTL835 /PLUS /ALTO. TYPE 5 /15E 2'X2' RECESSED 2 LAMP, 9 CELL PARABOLIC, FLUORESCENT. SIMKAR TEP- 242 - 317 -9C -1511 -UNV (WITH EMERGENCY LIGHTING TEP 242 - 317 - ELS - 1511 - UNV). LAMP WITH 3 F17T5TL535 /PLUS /ALTO. TYPE C, GIMBAL RING TRACK HEAD JUNO SP2 123- 60WI -1 LAMP WITH 1 60PAR35 /IRC/FL25. TYPE 01, 8 FOOT, SINGLE CIRCUIT SURFACE TRACK. JUNO SP2716W1 -1. TYPE 04, 4 FT, SINGLE CIRCUIT TRACK, JUNO SP2111 WH. PROVIDED WITH END FEED OR CONNECTOR. TYPE D, PLT ELECTRONIC OPEN REFLECTOR DOWNLIGHT, 8 INCH. JUNO CVS- 126/32/425/ 520C- WH /HB -26. 120/277V. LAMP WITH 1 PLT42/835/4P. TYPE D16, RECESSED, 4 INCH NC HOUSING WITH RETRACTABLE, ADJUSTABLE TRIM. JUNO SP2 136/SP2 - 138. 120V. LAMP WITH 35MR16 /IRC/NFL25. TYPE D16A, RECESSED, 4 INCH NEW CONSTRUCTION HOUSING WITH RETRACTABLE, ADJUSTABLE TRIM AND LINEAR SPREAD LENS. JUNO SP2 136 /SP2738 /LSP. 120V. LAMP WITH 35MR16 /IRC/NFL25. TYPE El, EXIT SIGN, UNIVERSAL MOUNT WITH BATTERY. USE EXISTING OR ORDER AS MULE MD- B- 1 -RWW, 120/211V. LAMP INCLUDED. TYPE ER, EXIT /EMERGENCY LIGHT WITH 2- 6V(24W) INCANDESCENT HEADS, MULE SQRXU -REM, 120/211V, LAMP INCLUDED. TYPE G, 4 FOOT, PENDENT, CHAIN, OR SURFACE MOUNT, TWO LAMP, FLUORESCENT CHANNEL. SIMKAR CH 232 -511 -UNV. (SIMKAR CH -C1-1- 232 - 511 -E550 -UNV FOR TYPE G WITH EMERGENCY LIGHTING). LAMP WITH 2 F32T5TL835 /PLUS /ALTO. TYPE J, NORDIC MONOPOINT (GES70 -2/3) AND JANMAR 44W (CONNECTED) CERAMIC METAL HALIDE TRACK HEAD PAR 30 WITH RING, FILTER AND LAMP. MEDIUM FLOOD, 120V 756E 39CMH T4.5G12 /CPAR30MFL EH I - NKO, 120V, CM1 /U/830/G12. 1111 TYPE K, DECORATIVE CRISTELLO PENDENT, BRUCK LIGHTING 220209MC, LAMP WITH Q50 G6.35 12V BI -PIN. KBE CODS COMPLIANCE. APPROVED OC•f 2 4 200 City Tukwila BUIL©. M [DIVISION DOB43 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE '136 TUKWILA, WA REVISIONS REGISTRATION RECISTEQ.`;? ARCHITECT A W7l 1 ' 7 HOM.AS 1E0 SPADER STATE OF';' n..,., N DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: FFC EIV�ED OCT 1 .�i= rllviI CENTER FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 10/14/08 - 1:13pm A08 -439 A2.0.dwg SHEET A2.0 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE WALL CEILING DOORS DOOR FRAMES 100 SALES FLOOR F4 BI P -� GI P -2 P -2 101 -110 FITTING ROOMS FI 151 P -I CI P -2 P -2 115 WINDOW DISPLAY FI 151 1 -1 CI P -2 P -2 113 HALLWAY F3 BI P -I GI P -2 P -2 114 STOCK ROOM F3 BI P -3 02 P -3 P -3 111 -112 RESTROOMS F2 F2 F2 PI P -2 P -2 FITTING ROOMS TYP. GL6. GI WALLS P -I P -2 DOOR PI FRAME P -2 BASE B1 FLR. FI STOCK ROOM GL6. GI WALLS P -3 DOOR PI FRAMES P -2 BASE BI FLR. F3 HALLWAY GL6. PI GL6. GI WALLS PI DOOR F2 FRAMES P -2 BASE BI �... FLR. F3 RESTROOMS GL6. PI WALLS F2 BASE F2 F F2 0 0 co 0 TYP 0 0 41 • / 41TTIN6 �y '� 314 + 1■Ei 4111 '�i SHELF FRP SURROUND MOP SINK � waa rime cs xssar s.s56ar51r a X3 11 �i - WINDOW DISPLAY SOFFIT ABOVE SALES CI-6. GI WALLS P -I BASE 51 FLR. FI SOFFIT ABOVE /1 1/ 1/ ll FLOOR 01 FINISH PLAN .0 111 .c -I' FINISH SCHEDULE PAINT COLORS NO. �P - I) P - 2 P-3 NO. BI FI F2 F3 F4 NO. 51 NO. MATERIAL SPECIFICATION SHERWIN WILLIAMS: SW 1136 CHAPEAU VIOLET - WALLS: EGG SHELL SHERWIN WILLIAMS: 51N 6240 WINDY BLUE - WALL: EGG SHELL / WOOD TRIM ® DOORS: SEMI GLOSS SHERWIN WILLIAMS: 5W 1005 PURE WHITE - WALLS AND UNDER SIDE OF SOFFIT: FLAT BASE MATERIAL SPECIFICATION RUBBER BASE - JOHNSONITE- COLOR # 58, WINDSOR BLUE FLOOR FINISHES NO. MATERIAL SPECIFICATION CARPET. MANNINGTON - 58 OZ. PATTERNED REPEAT, GUT PILE, GLUE DOWN TENANT SUPPLIED TO BE INSTALLED BY G.G. TILE: PORCELAIN - DALTILE - SIERRA. COLOR # 1525 ASPEN. 12 "X12" FLOOR. WALLS 8 "X8 ". GROUT: CUSTOM POLY BLEND. COLOR # 122- LINEN. TILE SUPPLIED BY TENANT. VCT: ARMSTRONG - COOL COLOR WHITE 12XI2XI /8 SOLID VINYL - WOOD PLANK STYLE. SEE OWNER FOR SPECIFICATION. NOTE: I. ALL FLOOR DIMS. TO BE VERIFIED IN FIELD AS EXISTING CONDITIONS MAY VARY AND AFFECT MILLWORK PLACEMENT. U5E MANNINGTON APPROVED GLUE ONLY. WALL FININSH MATERIAL SPECIFICATION MIRRORS FROM FLOOR TO 1' -6" A.F.F. SIZE AS NEEDED IN FIELD. SEE 02/A5.0 FOR DETAILS. SLAT WALL TO 1' -6" A.F.F. CEILING MATERIAL SPECIFICATION 3/4" 2 X 2 LAY -IN CEILING TILE IN GRID SYSTEM. ARMSTRONG INDUSTRIES- 104 WHITE, CORTEGA ANGLED TANGULAR 3/4" 2 X 4 LAY -IN CEILING TILE IN GRID SYSTEM. ARMSTRONG INDUSTRIES- 104 WHITE, C.ORTEGA ANGLED TANGULAR FITTING ROOM *10 FITTING ROOM * FITTING ROOM *8 STOCK ROOM 02 TRANSITION DETAIL A3.0 SCALE :3 /16 "= I' -0" CERAMIC TILE FLOORING FEATHER STRIP 12" X 0" TO Ya" SCHLUTER SCHIENE *AEI00 CARPET 'LI'II'I iI1I 1'1 H1 I MECHANICAL FASTENER CARPET FI PROVIDE ROPPE RUBBER TRANSITION STRIP VINYL COMPOSITION TILE VCT-I 1/4" MIRROR 5/8" GYP. WALL HEAVY BODIED MIRROR MASTIC $ CATEGORY II SAFETY TAPE HEAVY BODIED MIRROR MASTIC 3 CATEGORY II SAFETY TAPE "J" MOLD A39 SCALE: N.T.S NOTE: I. ALL METAL TRIM AROUND MIRROR TO BE 1/4" CHROME FINISH. 2. "J" MOLD AT BOTTOM OF MIRROR 3. "L" MOLD AT DOOR FRAMES AND SIDE WALLS 5/8" TYPE "X" GYP. BOARD WOOD TRIM GAP PAINT P3 iiitVitT1Cli rut( CODE COMPLIANCE A PROVED ©C 12 4 2008 City Of TiikwiIa 6U LOi PIYISION A3.0 ) SCALE: N.T.S 03 MIRROR WALL DETAIL o4 FITTING ROOM MIRROR WALL FINISH PLAN NOTES I. FINISHES GALLED OUT SHALL EXTEND OVER, UNDER AND /OR BEHIND ANY ITEM OF BUILT -IN MILLWORK EQUIPMENT, MIRRORS, ETC. AS INDICATED ON DRAWINGS. 2. THE INSTALLER SHALL REFER TO THE ELEVATION AND DETAIL SHEET(5) FOR SPECIFIC LOCATION OF FINISHES. SHOULD THE INSTALLER FIND ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES OR CONFLICTS ON THE PLANS, THOSE ITEMS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER FOR DIRECTION BEFORE PROCEEDING WITH ANY WORK IN QUESTIONS. 3. WALL OR CEILING REVEALS ARE TO BE PAINTED AS NOTED ON THE PERTAINING DETAILS. CONSULT OWNER FOR CLARIFICATION SHOULD ANY DISCREPANCIES EXIST BEFORE PROCEEDING. 4. WHERE PAINTS OF TWO DIFFERENT TYPES OF COLORS ABUT, THE SEAM SHALL BE ON AN INSIDE SURFACE ONLY. 5 . FINI.HLS CALLED OUT SHALL EXTEND OVER, UNDER AND /OR BEHIND ANY ITEM OF BUILT -IN MILLWORK EQUIPMENT, MIRRORS, ETC. AS INDICATED ON DRAWINGS. 6. COVE BASE SHALL BE USED ON IN AREAS WITH VCT. STRAIGHT BASE SHALL BE USED AT ALL CARPETED AREAS. THE 6C SHALL USE INSIDE AND OUTSIDE CORNERS AND END STOPS FOR AREAS SPECIFIED. USE ROLL 600D5 ONLY. NO SEAMS SHALL OCCUR WITHIN 6" OF AN OUTSIDE CORNER. 7. TYPICAL WALLS TO SE PAINTED WITH E665HELL FINISH UNLESS NOTED OTHERWISE. 8. PROVIDE SMOOTH TRANSITION BETWEEN CARPET AND TILE. TYPICAL. a. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION PER IBC REQUIREMENTS 10. INTERIOR DRYWALL AND /OR PLASTER SHALL COMPLY WITH IBC II. RESTROOMS FINISHES SHALL COMPLY WITH IBC, 12. SUSPENDED CEILING SUPPORTS SHALL BE OF FIRE RETARDANT CONSTRUCTION 13. ALL INTERIOR FINISHES SHALL COMPLY WITH IBC MEETING FLAME SPREAD CLASSIFICATION 14. FLOOR SURFACES SHALL BE STABLE,FIRM AND SLIP - RESISTANCE AND COMPLY WITH EDGE TREATMENT, CARPET HEIGHT/ ATTACHMENT REQUIRED AND GRATING REQUIREMENTS OF IBC p68 -y63 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS RF 'FWW D PEtivil1 CENTER REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: J: PfHOVS A SP.AOER S1A.1E Of \Iv' : :r+ING1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 10/14/08 - 1:12pm A08 -439 A3.0.dwg SHEET A3.0 immoimommlimmilm Copyright 2008 Freiheit & Ho Architects, Inc., P.S. EXISTING I HOUR DEMISING WALL O �A 4.0) SCALE: I/4"= 1 SCHEDULED CEILING P2 PLASTIC LAMINATE SLATWALL BY OWNER 4" SPECIFIED RUBBER BASE (BI). of SLAT WALL ELEVATION GYP. SOFFIT WOOD TRIM PAINT P3 (A) O i N SCHEDULED GEILIN O 4" SPECIFIED RUBBER BASE (BI). PLASTIC LAMINATE SLATWALL BY OWNER GYP. SOFFIT WOOD TRIM PAINT P3 (5) 4" SPECIFIED RUBBER BASE (BI). os STOCK ROOM DESK 'NA4) SCALE: I/2 :I' -0" OWNER SUPPLIED DESK ADJUSTABLE SHELVING W/ STANDARDS G.G. TO PROVIDE BLOCKING 5' -O" NH I / -MELAMNE T SHELF UNIT ✓ DECK AT 13' -6" AFF 4" SPECIFIED RUBBER BASE (BI). to SLIP SHELVES \A4.0� SCALE: I/2 :I' -0" O N PI (P2) GYP. SOFFIT 24.0 SCALE: I/4 MIRROR TYP. (o2 FITTING ROOM MIRROR ELEVATION SCHEDULED CEILING OD TRI PA ✓ PAINT P3 MIRROR DOOR TYP. PI GYP. WA-L IT SINK T z_ 1 2' -6" o / 0 2' -O" i 2' -O" N MOP PLASTIC WALL SHEILD NON - POUROUS F.R. STOCK RM. ob SINK ELEVATION A4.0 SCALE: I/2 " :1' -0" ADJUSTABLE SHELVING W/ STANDARDS G.G. TO PROVIDE BLOCKING MIN WHITE P. LAM CABINET DOOR RLJBBEER (BI). NOTE: I. HOT WATER 4 DRAIN PIPES INSULATED 2. DEPTH OF CABINET MIN I9" BA.GKSPLASH 3/4" WHITE LAMINATE 3/4" PLYWOOD WHITE P. LAM. CABINET DOOR DOOR STOP DRAWER ON FULL EXTENSION ADJ. P. LAM. SHELF z 1 GRAPHIC BY TENANT FLOOR DISPLAY A4.09 SCALE: I/4 " :I' -0" SCHEDULED CEILING 5' -2" z 4" SPECIFIED RUBBER BASE (BI). WOOD TRIM PAINT P3 SCREW OR NAIL AT ALL JOINTS I" DIAM METAL PIPE FOR RAIL 3/4" PLYWOOD SHELF I "X4" TRIM FOR BLOCKING SUPPORT I -1/2" DIAM. @ 78" AFF 1 "X4" NOTCH 2 "X31/2" PAINT P -I 2 "X4 "X8' WOOD STUD 08 STOCK SINGLE HANG VA4.} SCALE: I/2 " :I' -0" 4" SPECIFIED RUBBER BASE (BI). V14.0) SCALE: I/2 :1' -0" v" DECK AT 13' -b" AFF f MEL SHELF UNIT II SHOE AND STORAGE SHELVES I -O z �4 .0) SCALE: I/4 ": I -0" 5' -5 SCHEDULED CEILING WOOD TRIM PAINT P3 MIRROR TYP. 04 MIRRORED FLOOR DISPLAY I "X4' TRIM FOR BLOCKING SUPPORT 2 "X4 "X12' WOOD STUD I -1/2" DIAM. -� II' -81/4" AFF I "X4" NOTCH 2 "X31/2" I -1/2" DIAM. @ 78" AFF 1"X4" NOTCH 2 "X31/2" PAINT P -1 r,;q� STOCK DOUBLE HANG SCALE: I/2 " :I'-0" MIRROR I/8" SHORTER THAN TOP OF DOOR 1/4" MIRROR HEAVY BODIED MIRROR MASTIC 4 CATEGORY II SAFETY TAPE TYP. LEVER ADA DOOR HANDLE MIRROR TO BE I/8" SPACED AROUND MIRROR BEAUTY RING HEAVY BODIED MIRROR MASTIC 4 CATEGORY II SAFETY TAPE MIRROR FLUSH W/ BOTTOM OF DOOR. 12 MIRROR DOOR �A4.0 SCALE: N.T.S DOB-Ib3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS RECEIVED OCf 1 2008 %mi l l CENTER REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: 1'HUrAAS Lri gNiDER STArEOF ION ABA 10/10/08 A08 -439 10/14/08 - 1:09pm A08 -439 A4.0.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IORKIAND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A4.0 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. ADA PULL -OUT J. THIS ► LOCATION S2" A.F.F. 7 I ► A A A A L _ _ 0 _ _ (E) 01 SALES COUNTER PLAN A4.y SCALE: I/2"= II-0" O in '-2 1 /4" SALES COUNTER SIDE VIEW ■4.1 SG ALE: I /2 " =1' -0" A4.1 SCALE: I/2 " =1' -0" SALES COUNTER 02 FRONT ELEVATION SCALE: 1/2"=1I-0" SALES COUNTER 03 PLAN VIEW (B) WIRY FINER FIE CRAVER FIE MIER r I I FIE Oftlet SALES COUNTER (o-t REAR ELEVATION A4.1) SCALE: 1/2 " =1' -0" NOTE: SALES FLOOR FURNITURE AND FIXTURE DETAILS SHOWN ON THIS SHEET ARE FOR INFORMATION ONLY. FIXTURES ARE FIXTURE VENDOR SUPPLIED AND FIXTURE VENDOR INSTALLED, EXCEPT AS NOTED OTHERWISE. CONTRACTOR MUST CONFIRM ALL DIMENSIONS, BLOCKING REQUIREMENTS AND INSTALLATION REQUIREMENTS FROM FIXTURE VENDOR OR TENANT PRIOR TO TO THE START OF CONSTRUCTION. CONTRACTOR TO PROVIDE AND INSTALL RUBBER BASE AT ALL REQUIRED LOCATIONS. 4 N m SALES COUNTER 04 INTERNAL VIEW (A) \A 4.n} SCALE: 1/2"=1I-0" 4' -I/4" ADA PULL OUT DRAW SALES COUNTER � oa\ FRONT ELEVATION V4.. SCALE: I/2 " =1' -0" SALES COUNTER SIDE VIEW A4.1) SCALE: I/2 " = 1' - O" 2' -2" (A) NOTES: I. POWER AND DATA ARE ACCESSED BY REMOVABLE FIXTURE PANELS. 2. COUNTERS SURFACES: PLASTIC LAMINATE N 1- O/ C CODE OMPLIAN APPROVED OC 1 2 4 `Crkii CO kwiti BUILDING DIVIS SCHEDULED CEILING . A4.1 SCALE: 1/4"=1I-0" SCHEDULED CEILING CO �a SERVICE KIOSK GYP. SOFFIT >- (P2) GHROM FR -3 HOOKS @ 13" A.F.F. TYP. ' -0 0 (V I/4" CLEAR LEXAN WALL GUARD A4.1 J SCALE: N.T.S 5 I (0 (0 36" STAINLESS STEEL BOBRICK B- 5806. GRAB BAR WITHOUT PEENED GRIP to FITTING ROOM HANG BAR NOTE: HAN6BAR AND LEXAN SUPPLIED AND INSTALLED BY 6.G. P. SCHEDULED CEILING 14.1 SCALE: 1/4"=1I-0" GYP BD. SOFFIT - PAINT P2 11 DISPLAY WALL AT FRONT ENTRANCE PI PI RETAIL HANGING AREA TO PROVIDE - BACKING AND INSTALL PERIMETER FIXTURES 4" SPECIFIED - RUBBER BASE (31). RETAIL HANGING AREA E - G.0 TO PROVIDE BACKING AND INSTALL PERIMETER FIXTURES WOOD TRIM 3/4" (P3) TYP. RETAIL HANGING AREA ( 'G.0 TO PROVIDE —� BACKING AND INSTALL PERIMETER FIXTURES RETAIL HANGING AREA (- 6.0 TO PROVIDE BACKING AND INSTALL PERIMETER FIXTURES P2 DO8&3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS REGISTRATION f.OMAS LEO 7 f' sTATE OF WA ;i;iNG-IL.N RECEIVED OCT 1 2008 PEr iv i CENTER FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K RKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ABA 10/10/08 A08 -439 10/14/08 - 1:09pm A08 -439 A4.1.dwg s1 SHEET A4.1 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. li I 1 , , / :,. Y L 2' -0" 1 1 2' -0" ADA PULL -OUT J. THIS ► LOCATION S2" A.F.F. 7 I ► A A A A L _ _ 0 _ _ (E) 01 SALES COUNTER PLAN A4.y SCALE: I/2"= II-0" O in '-2 1 /4" SALES COUNTER SIDE VIEW ■4.1 SG ALE: I /2 " =1' -0" A4.1 SCALE: I/2 " =1' -0" SALES COUNTER 02 FRONT ELEVATION SCALE: 1/2"=1I-0" SALES COUNTER 03 PLAN VIEW (B) WIRY FINER FIE CRAVER FIE MIER r I I FIE Oftlet SALES COUNTER (o-t REAR ELEVATION A4.1) SCALE: 1/2 " =1' -0" NOTE: SALES FLOOR FURNITURE AND FIXTURE DETAILS SHOWN ON THIS SHEET ARE FOR INFORMATION ONLY. FIXTURES ARE FIXTURE VENDOR SUPPLIED AND FIXTURE VENDOR INSTALLED, EXCEPT AS NOTED OTHERWISE. CONTRACTOR MUST CONFIRM ALL DIMENSIONS, BLOCKING REQUIREMENTS AND INSTALLATION REQUIREMENTS FROM FIXTURE VENDOR OR TENANT PRIOR TO TO THE START OF CONSTRUCTION. CONTRACTOR TO PROVIDE AND INSTALL RUBBER BASE AT ALL REQUIRED LOCATIONS. 4 N m SALES COUNTER 04 INTERNAL VIEW (A) \A 4.n} SCALE: 1/2"=1I-0" 4' -I/4" ADA PULL OUT DRAW SALES COUNTER � oa\ FRONT ELEVATION V4.. SCALE: I/2 " =1' -0" SALES COUNTER SIDE VIEW A4.1) SCALE: I/2 " = 1' - O" 2' -2" (A) NOTES: I. POWER AND DATA ARE ACCESSED BY REMOVABLE FIXTURE PANELS. 2. COUNTERS SURFACES: PLASTIC LAMINATE N 1- O/ C CODE OMPLIAN APPROVED OC 1 2 4 `Crkii CO kwiti BUILDING DIVIS SCHEDULED CEILING . A4.1 SCALE: 1/4"=1I-0" SCHEDULED CEILING CO �a SERVICE KIOSK GYP. SOFFIT >- (P2) GHROM FR -3 HOOKS @ 13" A.F.F. TYP. ' -0 0 (V I/4" CLEAR LEXAN WALL GUARD A4.1 J SCALE: N.T.S 5 I (0 (0 36" STAINLESS STEEL BOBRICK B- 5806. GRAB BAR WITHOUT PEENED GRIP to FITTING ROOM HANG BAR NOTE: HAN6BAR AND LEXAN SUPPLIED AND INSTALLED BY 6.G. P. SCHEDULED CEILING 14.1 SCALE: 1/4"=1I-0" GYP BD. SOFFIT - PAINT P2 11 DISPLAY WALL AT FRONT ENTRANCE PI PI RETAIL HANGING AREA TO PROVIDE - BACKING AND INSTALL PERIMETER FIXTURES 4" SPECIFIED - RUBBER BASE (31). RETAIL HANGING AREA E - G.0 TO PROVIDE BACKING AND INSTALL PERIMETER FIXTURES WOOD TRIM 3/4" (P3) TYP. RETAIL HANGING AREA ( 'G.0 TO PROVIDE —� BACKING AND INSTALL PERIMETER FIXTURES RETAIL HANGING AREA (- 6.0 TO PROVIDE BACKING AND INSTALL PERIMETER FIXTURES P2 DO8&3 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS REGISTRATION f.OMAS LEO 7 f' sTATE OF WA ;i;iNG-IL.N RECEIVED OCT 1 2008 PEr iv i CENTER FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K RKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ABA 10/10/08 A08 -439 10/14/08 - 1:09pm A08 -439 A4.1.dwg s1 SHEET A4.1 Copyright 2008 Freiheit & Ho Architects, Inc., P.S. • 0 r , , 4iT!►T!4ir' I. .4, whT :•41. i�,1 * �.w,ia`l7R: r1.: • w�.�ii9.S.�T..SR1'�'".' • el +42 r ▪ -s / r --1 , i r' L__ O 1 L __ 1 w1v 1 1 I / 1 / / •- TRENCH BELOW GRADE ELECTRICAL, DATA, ELECTRICAL PLAN %0 5GALE:3 /I6 " =1' -0' TRENCH BELOW GRADE ELECTRIC / /DATA 4 TELECOM. SEPERATE CONDUIT P PER CODE. 6.C. 51 Z CONDUIT TO AGCOM IDATE WIRE SIZE AND QUANTITY. TO FIELD VERIFY AND COORDINATE WITH NT. 4 TELECOM. SEPERATE CONDUIT AS PER CODE. G.C. TO FIELD VERIFY. LOCATE I -0" OFF WALL. 11 1 1 I 11 1 1 1 1 11 11 EXISTING &FI / WP RECEPT. MOUNTED ON ROOF TOP HVAG UNIT // / /1 // // // ELECTRICAL SYMBOLS u. ler � WALL MOUNTED - FLUSH, FOURPLEX ELECTRICAL OUTLET WITH INSULATED GROUND WALL MOUNTED - FLUSH, DUPLEX ELECTRICAL OUTLET WITH INSULATED GROUND EXISTING WALL MOUNTED - FLUSH, DUPLEX ELECTRICAL OUTLET WITH GROUND FAULT PROTECTION WALL MOUNTED - FLUSH, CAT5E -LEVEL 6 VOICE OUTLET WALL MOUNTED - FLUSH, GATSE -LEVEL 6 VOICE 4 DATA OUTLET WALL MOUNTED - FLUSH, GATSE -LEVEL 6 DATA OUTLET O SURFACE MOUNTED OUTLET WITHIN FIXTURE INDICATES THE NUMBER OF VOICE JACKS IN COVERPLATE. EACH PHONE. REQUIRES 2 SEPERATE JACKS © JUNCTION BOX IT TRANSFORMER TIME CLOCK Wp WEATHER PROOF LEI DISCONNECT SWITCH e FLOOR BOX • THERMOSTAT D OUTLET ON DEPIGATED CIRCUIT PHONE EXISTING 4 -TON ROOFTOP HVAG UNIT, CONFIRM LOCAT PHONE, WALL MTD. +42" AFF LIGHT Skit CHES rt':1 Zi.�: .. NTER ONE GFI GENERAL ELECTRICAL NOTES 1. THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 2005 S.NV AMENDMENTS, AND ANY /ALL APPLICABLE STATE AND LOCAL ORD INANCES AND STATUTES ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST GLASS WORKMANLIKE MANNER. 2. FRIOR TO BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE HIM/HERSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE AND EXTENT OF THE WORK TO BE DONE TAKING INTO ACCOUNT ANY SPECIAL OR UNUSUAL FEATURES UNIQUE WITH THIS JOB. ANY NOTED ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BIDDING THE JOB. 3. INSPECTION AND FEES: THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY ELECTRICAL PERMITS PRIOR TO JOB START AND PASS INSPECTION FROM THE BUILDING DEPARTMENT AT APPROPRIATE INTERVALS. IT 15 THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE A COMPLETE AND WORKING SYSTEM. NO CHANGE ORDERS WILL BE ACCEPTED UNLESS IN WRITING AND SIGNED BY THE OWNER. 4 SAFETY: SAFETY TA65 TO BE UTILIZED BY ALL ELECTRICAL WORKERS ON THIS JOB. IF ANYONE CHANGES THE ENERGIZED STATE OF THE DEVICE, IT MUST BE TAGGED WITH THE NAME, DATE, DAYTIME AND EVENING PHONE NUMBER OF A PERSON TO CONTACT REGARDING THE TAGGING. 5. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRICAL PURVEYOR FOR SITE INSPECTION PRIOR TO THE INSTALLATION OF MAIN SERVICE EQUIPMENT. ELECTRICAL DRAWINGS AND LOAD CALCULATIONS MUST BE SUBMITTED TO THE ELECTRIC PURVEYOR FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 6. WIRING METHOD: ALL NEW WIRING CONDUCTORS SHALL BE COPPER (GU) WITH INSULATION TYPE THHN/THWN UNLESS OTHERWISE NOTED. ALL. WIRING SHALL BE INSTALLED IN METALLIC CONDUIT ABOVE &ROUND, PVC UNDERGROUND. ALL UNDERGROUND CONDUIT TO BE ENCASED IN CONCRETE IF SUBJECT TO DIGGING DAMAGE (IN PLANTERS AND OTHER AREAS). EMT ABOVE GROUND IS ACCEPT IBLE FOR USE IF NOT SUBJECT TO PHYSICAL DAMAGE (AS INTERPRETED BY THE INSPECTOR). ALL CONDUIT TO EMPLOY WEATHER -TIGHT CONNECTORS WHERE SUBJECT TO MOISTURE OR WHEN LOCATED IN MECHANICAL OR AIR HANDLING SPACES. MINIMUM POWER WIRE SIZE IS #12 AWG. ALL WIRING TO BE COLOR CODED A5 PER NEC. ALL CIRCUIT WIRING PROTECTED BY A 25 OR 30 AMP OVER - CURRENT PROTECTION DEVICE, TO BE #1 AW& MINIMUM FOR THE UNGROUNDED AND &ROUNDED CONDUCTORS. NO WIRING SYSTEM OF ANY TYPE SHALL BE INSTALLED IN HVAC DUCTS. ANY EXISTING WIRING SHOWN 15 APPROXIMATE; VERIFY AND MOD IFY AS REQUIRED TO MEET FIELD CONDITIONS. ATHHN/THWN CU INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE USED FOR ALL. WIRE RUNS. PHYSICAL SUPPORT TO ALL CONDUIT SHALL BE PER NEC. AND LOCAL REQUIREMENTS. (■OTE: PROVIDE EMT ONLY AT WAREHOUSE,) 1. ELECTRICAL EQUIPMENT: ALL NEW ELECTRICAL EQUIPMENT SHALL BE OF COMMERCIAL GRADE AND BEAR UNDERWRITER'S LABELS WHERE SUCH LABELS APPLY. 8. LAMP BALLASTS: ALL FLUORESCENT BALLASTS TO BE ELECTRONIC SWITCHING TYPE. q. VERIFY WITH OWNER AND GENERAL CONTRACTOR AS TO: II PHONE: PHOnE EQUIPMENT SUPPLIED BY TENANT, WATER HEATER ON PLATFORM ABOVE TOILET - 120 /14' /1.5KW- - - ?. IDE LOCAL DISC NNECT THE EXACT LOCATION OF JUNCTION BOXES, SWITCHES, LIGHTS, PANELBOARDS, TELEPHONE OUTLETS, CONDUIT RUNS, STUB OUTS, RECEPTACLES, AND EQUIPMENT. THE BRAND NAME, STYLE AND QUALITY OF EQUIPMENT THE MOUNTING HEIGHTS OF ALL ELECTRICAL DEVICES PRIOR TO ROUGH -IN. ALL SWITCHES TO BE 'SILENT' TYPE, 42" AFF (NOT LESS THAN 36" OR MORE THAN 48 "). CONVENIENCE OUTLETS AND RECEPTACLES SHALL BE MOUNTED NOT LESS THAN 12" AFF UNLESS NOTED OTHERWISE. ANY ADDITIONAL ELECTRICAL REQUIREMENTS AND THEIR LOCATION. ADDITIONAL LOADS NOT SHOWN ON THESE PLANS SHALL REQUIRE A CAPACITY RECALCULATION OF ALL AFFECTED EQUIPMENT. 10. ALL CONDUITS, ROUTING OF CONDUITS AND WIRING SHALL SUIT FIELD GONDITIONS. 12. PANELBOARDS: ALL PANELBOARDS SHALL HAVE A HINGED DOOR AND BOLT -ON TYPE GIRGUIT BREAKERS. (SERIES RATED) INSTALL A TYPE WRITTEN DIRECTORY IN EACH PANELBOARD. ADD PERMANENT ID PLAQUE WITH I" HIGH VINYL LETTERS TO ALL PANELBOARDS. PLAN KEYED NOTES: 0 121 El 6 Ltd 10 OUTLETS IN MILLWORK. 6.C. FIELD VERIFY MOUNTING LOCATION AND COORDINATE WITH TENANT. BELOW GRADE ELECTRICAL, TELECOM AND DATA SERVICES. 6.0 FIELD VERIFY, MILL WORK PLACEMENT. COORDINATE WITH TENANT. TWO EXTERIOR SIGN. CONNECT TO 24 HOUR TIMER ALARM KEY PAD AT 48" A.F.F SECURITY EQUIPMENT MOUNTED AT 108" AFF. TELEPHONE AND DATA ROUTERS MOUNTED AT 108" AFF. ON 4X4 3/4 PAINTED PLYWOOD. PERSONEL TIME CLOCK EXISTING ELECTRICAL PANEL - 120/208 V, 3 PHASE, 4 WIRE, 200 AMP MANAGERS DESK SATELITE RADIO RECEIVER (DMX) EQUIPMENT PROVIDED BY TENANT NOTE: I) PHONES ARE 4 LINE CAPABLE. EACH PHONE REQUIRES TWO JACKS WITH WI TH 2 LINES IN EACH JACK. 2) DATA AND PHONE OUTLETS: ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL GONDUITIN6, PULL STRINGS, AND MUD RINGS DEVICES. GABELIN6 JACKS, AND FACE PLATES ARE TO BE PROVIDED AND INSTALLED BY TENANT'S CABLING CONTRACTOR 13. EXSITIN6 MECHANICAL SYSTEMS: ELECTRICAL CONTRACTOR TO VERIFY AND WIRE ALL ELECTRICAL REQUIREMENTS OF MECHANICAL SYSTEMS. 14. RECESSED LIGHTING FIXTURES INSTALLED IN FIRE RATED CEILINGS OR SUPPLY AIR PLENUMS SHALL BE APPROVED FOR THE RATING OF THE ASSEMBLY. PROVIDE AIR TIGHT GASKETS TO SEAL AROUND OPENINGS (GCE NEC 300 -21 AND 300 -22). 15. RECEPTACLES: CONY IENGE RECEPTACLES IN THE FOLLOWING LOCATIONS SHALL BE PROTECTED WITH AN ICE/0 APPROVED GROUND FAULT INTERRUPTER (GFGI) IN ACCORDANCE WITH NEC 210 -8: TOILET AND RESTROOMS KITCHEN COUNTERTOPS WITHIN b' OF A SINK OR WATER DISPENSING UNIT OUTDOORS (TO ADDITIONALLY HAVE WATERTIGHT SAFETY BOX) IN AND AROUND KNOWN WATER SOURCE CONTACT AREAS 16. GROUNDING: ELECTRICAL POWER SYSTEM &ROUND TO BE PROVIDED IN ACCORDANCE WITH NEC 250 -81. ALL WIRE RUNS REQUIRE THE USE OF AN EQUIPMENT GROUNDING CONDUCTOR. I1. EXIT LIGHTING/LOIN LEVEL EMERGENCY LIGHTING SYSTEMS: PROVIDE EXIT LIGHTS AND LOW LEVEL LIGHTING AS REQUIRED BY THE LATEST ADOPTED UDC. UPGRADE OR REPLACE A5 REQUIRED TO ACCOMMODATE CODE SPECIFIED MINUTE BATTERY REQUIREMENTS. 18. TIME CLOCKS: HOME RUNS TO PANELBOARD VIA TIMECLOCK. PROVIDE AND INSTALL 24 HOUR PHOTO ELECTRI CONTROLLED TIME CLOCKS AND LIGHTIN6 CONTACTORS AS REQUIRED FOR ALL OUTSIDE LIGHTIN6. PHOTO ELECTRIC CONTROLS SHALL BE COMPATIBLE WITH LUMINAIRES USED. Iq. EXISTING A/C. RECEPTACLES: LOCATE &FCI DUPLEX RECEPTACLES NO FARTHER THAN 25' FROM ANY A/C UNIT. REFER TO MECHANICAL AND ARCHITECTURAL PLANS FOR EXACT LOCATION. 20. LIGHTIN6 CIRCUIT BREAKERS TO BE SWITCHING DUTY 21. ALSO BOND TO BUILDING STEEL AND CONCRETE ENCASED ELECTRODES PER NEC 250 -81 22. DO NOT BOND NEUTRAL AND GROUND BUSS TOGETHER IN ANY PANELBOARD. GROUND AND NEUTRAL BUSS MUST BE ISOLATED FROM EACH OTHER. 23. NEUTRAL BUSS AND GROUND BUSS IN PANELBOARDS A, 8, 4 G MUST BE ISOLATED. 24. TRENCH, CONDUIT, AND BACKFILL BY CONTRACTOR. 25. THE ELECTRICAL CONTRACTOR SHALL CONFIRM THAT THE LAY -IN RECESSED LIGHTIN6 FIXTURES ARE OF NON - COMBUSTIBLE CONSTRUCTION ASSEMBLY. 26. EXIT 516N5 MUST BE INTERNALLY ILLUMINATED. UPC SEC 12.108 (A) AND UBG SEC 5312 (G). 21. ALL RECEPTACLE HEIGHTS UNLESS NOTED = 15" AFF ALL SWITCH HEIGHTS = 48" AFF 28. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT DESIGNER IMMEDIATELY REGARDING. DISCREPANCIES BETWEEN PLANS SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. GORDON GROUP DESIGNS ASSUMES NO LIABILITY FOR ITS ACCURACY OR FOR ANY L055 OCCURRING BY REASON OF RELIANCE THEREON. DATA AND PHONE OUTLETS: ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL GONDU I TI NCB, PULL STRI N&S, AND MUD RI N&S. LABEL I NCB, JACKS AND FACE PLATES ARE TO BE PROVO ED AND INSTALLED BY TENANT'S A I N NCB CONTRACTOR ittAl CODE COMPLIANCE APPROVE O02rI My Of '11 8 ILD1. G DIVISIOw DO893 TENANT IMPROVEMENT FOR ALFRED ANGELO BRIDAL 17250 SOUTHCENTER PARKWAY, SUITE 136 TUKWILA, WA REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RECEIVED OCT. 1 - '1008 PEFtluu I CENTER REGISTRATION ,7812 :REGISTE ;r0 ARCHIT _CT THOMAS L - 0 SPARER rr , () `P /ASt-: tiu ON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKUWD, WA 98033 P :425.827.2100 F:425.828.6899 ABA 10/10/08 A08 -439 10/14/08 - 1:12pm A08 -439 El .0.dwg SHEET E1.0 Copyright 2008 Freiheit & Ho Architects, Inc., P.S.