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HomeMy WebLinkAboutPermit D07-402 - WESTFIELD SOUTHCENTER MALL - HOLLISTER COMPANY - TENANT IMPROVEMENTHOLLISTER COMPANY 857 SOUTHCENTER MALL D07 -402 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.: D07 -402 Occupant/Tenant: HOLLISTER COMPANY Building Address: 857 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 208 QE DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 857 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: HOLLISTER COMPANY Address: 857 SOUTHCENTER MALL , TUEWILA WA Contact Person: Name: ROB HUMPHREY Address: 833 SE MAIN ST #242 , PORTLAND OR 97214 Phone: 503 320 -5030 DESCRIPTION OF WORK: TENANT IMPROVEMENT IN NEW SHELL BUILDING Cityf 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contractor: Name: VM WC* t Of, . Address: ., Doap pal t p &. N ©R 4 Phone: Contractor License No: 9 VA M 0. Expiration Date: 01 l i t t OA Value of Construction: $560,000.00 Fees Collected: $7,200.78 Type of Fire Protection: SPRINKERS /AFA International Building Code Edition: 2006 Type of Construction: lIB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 - 402 Issue Date: 03/03/2008 Permit Expires On: 08/30/2008 doc: IBC-10/06 D07 -402 Printed: 03 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compile The grantin constructio City 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 N 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: Date: ri2,101 0-2 D07 -402 03/03/2008 08/30/2008 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. Date: 3/O 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 -10/06 007 -402 Printed: 03 -03 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 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 857 SOUTHCENTER MALL TUKW HOLLISTER COMPANY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -402 ISSUED 10/25/2007 03/03/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All wood to remain in placed concrete shall be treated wood. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: 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. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -402 Printed: 03 -03 -2008 Permit Center. 18: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 27: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the doc: Cond -10/06 D07 -402 Printed: 03 -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 International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 33: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 35: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 36: 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) 37: 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) 38: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: 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. 40: Local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond -10/06 D07 -402 Printed: 03 -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 41: 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) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: 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. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D07 -402 Printed: 03 -03 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. 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 �S o.C/ Date: 3 /e- .3 /e? s D07 -402 Printed: 03 -03 -2008 Tenant Name: Mailing Address: Name: E -Mail Address: CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwcitukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 0J/ '0 L ThCJT�Z NIL 11 C© . Property Owners Name: W trlFtf l3 Cat P • i 111001 WiLSI-f({ caw© tL'`( %OL 1_rwA, City CONTACT PERSON who do we contact when your permit is ready to be issue 1-1vvv - (P EI- rektort5 Mailing Address: b►"33 5 F /141-1. Sr- --Z y2 �c3 E) t s . GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: To .& Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number: AR OF RECORD - All plans must be wet stamped by Ar of Re Company Name: Mailing Address: F- 1431 ?on c14e3Tw ✓r Sr" J - Coc.v,..zvs Dpi- <fJ?/ City t State Zip Contact Person: i('..c /413( oir Day Telephone: 0 W y6( 0) 0 )c Z z e E -Mail Address: B 6 13B 0'r C AB5or -A- °l . C - (3o : ENGINEER OF RECORD. - All plans must be et stamped by Engineer of Company Name: Mailing Address: Contact Person: E -Mail Address: IM - 6-i v cre-4 , . 7 b-0 �c? -oo1�1 Eli 1� c p &- d (&o' -; (got/it?'" Cv- 1.400SC cati — Cod-P0 Ttved S.u.y Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb King Co Assessor's Tax No.: Suite Number: I go Floor: New Tenant: 21 Yes El ..No Day Telephone: f?" leri4944 City Fax Number: Fax Number: state () i (,s vh� City State Day Telephone: 6 o ( 8 Fax Number: ejuoZS Zip Sc3- 32-0 -5 Oci ?7Z(‘ State Zip 2-76- 2-630 City Day Telephone: Fax Number: Expiration Date: State Zip )3 Z3 Page 1 of 6 DING PERMIT INFORM dTION - 206-431-3 Valuation of Project (contractor's bid price): $ 3-10 0 0 00 Scope of Work (please provide detailed information): i Will there be new rack storage? ❑.... Yes P; I Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 4... Automatic Fire Alarm ❑ None Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ TCP/ANT MS' i -4W E - J! 06u-) j.}l &I.L ( LO&— o If yes, a separate permit and plan submittal will be required. 11 3 M 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: 0 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 S ty 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. Page 2 of 6 PUBLIC WORKS PERMIT IN,,,RMATION - 206- 433 -0179 Scope of Work (please provide detailed information): / 5 —t • Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tub 0... Water District #125 ...Water Availability Provided Sewer District ...Tukwila ❑... ValVue 0 .. Renton ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection - Imgation Domestic Water Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line )f rr Call before you Dig: 1 -800- 424 -5555 ❑ .. Highline ❑ ...Permanent Water Meter Size... If WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size 12 WO # ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private �N New S f(ELL 1S - ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty ; Unit; Type: -. Qty Unit Type: '' :' Qty . Boiler /Compressor, Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser e...7 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: To . g ( Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ S S . D 0 0 Scope of Work (please provide detailed information): S1 t+.) NSW Use: Residential: New .... Replacement .... 0 Commercial: New ... Replacement .... 0 Fuel Type: Electric Indicate type of mechanical work being installed and the quantity below: Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh D -. Gas ....❑ Other: Page 4 of 6 t Fixture Type: " Qty . Fixture Type:. ' . Qty Fixture Type: Qty " " Fixture Type Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain a Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory .r d` Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas t L pLUMBING AND GAS PIPINERMIT INFORMATION - 206- 43 7 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: - 10 t Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): I S1 J . t 1 c S fl PLC Building Use (per Intl Building Code): M 'rl A„ E. Occupancy (per Int'l Building Code): Utility Purveyor: Water: �✓ It uJ t l. Q:\ApplicationsWFonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 9p Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 IIMITAPPLICATION NO 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ► ' a • AUTHORIZED AG Signature: ' Date: / /—.. Vo Print Name: v - STtN- PeYI,IM (73 Day Telephone: .S 3 -- 3 7 - 6 — 3 — ° 3 0 Mailing Address: 533 $e MAW' f AW') fi * I O (1- T1-/}7 cit Date Application Expires: Date Application Accepted: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh �h�alile toll p ermits In this •c-e State 977 Zi Staff Initials: I Page 6 of 6 Receipt No.: R08 -00588 Payee: RAYBECK, INC. ACCOUNT ITEM LIST: Description 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 13744 4,365.88 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D07 -402 Address: 857 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/25/2007 Applicant: HOLLISTER COMPANY Issue Date: Initials: JEM Payment Date: 03/03/2008 09:36 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 4,361.38 4.50 Total: $4,365.88 Payment Amount: $4,365.88 9324 03/03 0710 TOTAL 4365.85 doc: Receiot -06 Printed: 03 -03 -2008 Doc: RECSETS -06 Copy Reprinted on 10 -25 -2007 at 12:59:21 10125/2007 RECEIPT NO: R07 -02345 Initials: JEM Payment Date: 10/25/2007 User ID: 1165 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 Payee: PRECISION PERMIT SERVICE SET ID: S000000881 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D07 -402 2,834.90 EL07 -621 270.50 M07 -229 105.54 PG07 -289 39.50 TOTAL: 3,250.44 TRANSACTION LIST: Type Method Description Payment Check 5066 3,250.44 TOTAL: 3,250.44 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Total Payment: 3,250.44 Amount Account Code Current Pmts 000.345.832.00.0 270.50 000/345.830 2,979.94 TOTAL: 3,250.44 ?710 TOTAL ff Project: , / d / ( / � * / ep' Type of Inspection: . ed %I Address:es-7 ma " 1 Date Called: Special Instructions: Date Wanted ��� �)/ d a.m. 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 -3670 COMMENTS: Permit i1/-/ 'Inspector: PO7 Wog IZ Approved per applicable codes. Corrections required prior to approval. ( P r1 $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: /7 'ter (1n>MA. /C 7 Type of //,'L, .4) / A s5 7 M 9 7/ add Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: X D - .35'7- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: // / OK fn s7‘ J $60. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: ba - 17402 Project: I 40 L1.- l' S. il Type of Inspection: S 2 ( 5 /4) b Coe;1,,us Address: , _ _ ..10101 / iv. il i ( Date Called: Special Instructions: Date Wanted: a.m. Requester: ._A 0 -- 3 LI 7 -05 Co. Phone No: 0 Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. / COMMENTS: ( -h? 6.6Ver 1/A11 boxe.-5 _See M07-2 ?.ti 4-1 7/ fl $58 FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 Pk&i/V – 49-pop/pie Address: / 657 ,A %/ -/A ;I I zfacpA-hl74) AJhv-cJ FD C) N s' -bre iio.ti. ,c -,Lql L /r %4 4 l• Special Instructions: Date Wanted: a.m. Project 4 //a /AS l C G ," Type of Inspection: / / / Address: / 657 ,A %/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: a - .3 - 8 5 56 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. spec r: 0 REINSPECTION FEE hQUI 'Receipt No.: INSPECTION RECORD Retain a copy with permit Date PIT NO. (206)431-3670 Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Sui e 100. Call the schedule reinspection. Date: Project 1 i , i (_:97-/10c Type of Inspection 6 Add ess: e Called: ...."' Special Instructions: Date Wanted: il —//--- 0 P .1 7 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPEtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 14 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspec 7 1.4.4 CZ_ 4.00 REINSPECTION F REQU1 aid at 6300 Southcente lvd.. S 'Receipt No.: Dat D. Prior to inspection, fee must be te 100. Call the schedule reinspection. 'Date: 4)07-le. COMMENTS: p lq . Type of Inspection: /- 6 S7nW ,.:-,-mt )1 e ?, /t 1,/,-,,,,/ .g,/F /47 fig - ,e, Address: / ps 7 / 1./WS 4R/ P,,. Special Instructions: Date W�nte : / m ; G aiitfr ✓ .W.- /7,/h.4f t /3,/,s In lik / //v s (' /e40 .1 ✓ Fye xy /971 ' • /, /(. ,,..e ,• ( 4, ., /e 7 - LI, /e-it,4 c 4 4- ,S S,, y is /;"4-44/e' /fJ //S7' re/ vs /5/e// tri.� // } 4 k4 M —/, ' p,a if /,s gib t, f ;•pis7. Aid hA Wlied,Arie P /'fl1 t, ^O , , ,, i i , ,4 /fh r7t// /i! Projec . /� v / / S , P, l o„r Type of Inspection: /- Address: / ps 7 / Date Called: Special Instructions: Date W�nte : / m ; Requester: Phone No: /G -ft( 7 - ce"3s-.s C. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Date: y /7 /o" 1 - - ,..l .00 REINSPECTION EE REQUIRED. Prior to inspection. fee must be aid at 6300 Southcente Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project; , / Type of Inspection:— P/9/ 6 Address: Date Called: Special Instructions: Date Wanted: (al p.m. Requester: Phone No: 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 V.I., Corrections required prior to approval. Is COMMENTS: 7 I e.4,45 fitentove /24)/s1 7 e1Wr'. 1 7 7 e*1 Ar4 th*/ ,r;;-e ci,WS71 imei -_spe; Date: EINSPECTION FE REQUI D. Prior to inspection, fee must be t 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. Rece No.: 'Date: JJ Approved per applicable codes. Project: /i /s�e/ Type of Ins ection: f7 g/rli/t/ Ad s at S es: 7Sn/ /l4�.�/ f/ /74 Called: / Special Instructions: Date Wanted: —c::) p.m. Requester: Phone No: /D ..3 c °S54 CO ENTS: p 4. Oil '?/ / / / /,yr w' /k — ,?,,4/v _______ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. Inspect .00 REINSPECTION FEE RED. Prior to inspection, fee must be Id at 6300 Southcenter Bt JJ�idd uite 100. Call the schedule reinspection. 'Receipt No.: 'Date: rat 9-2 - && PERMIT NO. Project: ,/ , , Ale 7//s7 amp-1 Type of Irupgctpn: Aress: ciA ‘ 55 - 7-Cehr/Afif•Viel 1 / 4 4 ir Called: Special Instructions: Date WItyed: _ 0 Requester: Phone No: INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: ez Ftrg/ 1 ird# lnsp I Date: Corrections required prior to approval. ID $58.00 INSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Dar: Pro'eect: Type of Inspection: Address: S _7 50,14,€,..]( Mii Date Called: 3 -22 - 7 k Special Instructions: Date Wanted: a.m. 3 -22.-4 p.m. Requester: LoL Phone No: 73 6 0( r 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 -3670 Approved per applicable codes. l Corrections required prior to approval. COMMENTS: p„ As /1. „P«( oP, , 2/,, i 5 4, 4441 'Inspector: !Date: -22 —�� El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project /7 /5 ff fieThiPiktif Type of Inspection: r/?4 /N b Ad ress: 9S SI,/thrfA e'rmiAt Date Called: 1 _ Special Instructions: Date Wanted: 3 -- 2 I - v (-- 412s. p.m. Requester: Phone No: 2,v -3N -855 ‘ COMMENTS: 'Receipt No "t ' / 1 /a Z INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. .Corrections required prior to approval. 'Date: !Inspect r: / Date: El $58.00 REI EC11ON FEE REQUIR D. Prior o inspection. fee must be r paid at 6 outhcenter Blvd.. Suit- 100. Ca the schedule reinspection. Project: / S AP 1 OmP Type of Inspection: 1 7 A 04///t e A ress �^ /�� L / >� AS : s ► T/7�f�t/7� / /� Date ailed: l Special Instructions: Date Wanted: a.m Requester: Phone o: ad .........?e/ 7 -05 INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. CO NTS: fi - Ins . -ctor: Date: t. LI $58 0g INSPECTION FEE REQUIRD. P r to inspection. fee must be p ' r6300 Southcenter Blvd., Suite' 00. Call the schedule reinspection. 1 Reco.: .r 'Date: INSPECTION RECORD Retain a copy with permit ,)0 7 -yo2__ PERMIT NO. (206)431 -3Q70 COMMENTS: A). / (o /A109 //s - 404/„J.7,54>/*' /704 IV24i1/S ,'V2 r'e / 9,. r A '7' � /o,L " - A/ 10'4." Pktl/ ;°¢/ .v1//ftii ri4%? A re-p; rs J- /_e - 4 ?/ .4 — rtlrr ?- 7/'o'✓7) inn � - /o 'w'�� Requester: Phone No: a X0"%7 7 -Sss L Project) / /sue.- &mug/w e/ Type of Inspection: —4 �/ A . m ss: : 7 5 p/% ,tlqt'/ /,- ,y� /,(ii Date Called: Special Instructions: Date Wanted: G �m �- / G — e ' a - rF " i Requester: Phone No: a X0"%7 7 -Sss L 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 -3670 ID Approved per applicable codes. El Corrections required prior to approval. nspector Date: fr.44' /�`E�°` u , . S / L7 - REINSPECTION FEE RE IRED. Prior to inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Rect No.: 'Date: DO Ve2 Project: //J 7 // // r ,- / / / /y*r /3 X /✓ Type of Insp • n: v A 7 .St ;aA`Ade, nor/ / ate Called: Special Instructions: Date W t 3G �� ar p.m. Requester: Phone No: - J INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. COMMENTS: /< ,fm,40ri O - 7 4—( 4.w .5.eivl /A/ 4 //, ,o da .-�,L� v/d 64'd//5 A./41/6 6 ea El $ i s REINSPECTION FE REQU D. Prior to inspection. fee must be id at 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. 1 Rec ' eipt No.: 'Date: El Corrections required prior to approval. Project: A tivt ,, -L y Type of Inspection: Address: os ? S'' i144a Suite #: • Contact Person: Fa-,vvy Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: Y Fire Alarm: y Hood & Duct: /i Monitor: 4„ oic4-ri Pre -Fire: �C i� - - & Permits: Occupancy Type: `4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 `_ 'bog -yoa PERMIT NUMBERS Ando Park East Tukwila, Wa. 98188; 206- 575 -4407 n Corrections required prior to approval. COMMENTS: — nspector: li . ( Date: q/�/ 05 H rs.: $80.00 REINS TION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Sprinklers: Fire Alarm: Type of Inspection E � �p Q g l 7 Address: O S - -� 0rl/� Suite #: S . C . L L C ontact Person: Special Instructions: Phone No.: a iv — 5t r-2 - g5--5-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS kwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: EIL orsi C.2/44, . z7 �Gk I Inspector: ;/,, r Date: 7�»/ 3 Hrs.. J i'i. / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Fire Alarm: Type of Inspection: ( ' 1. f JAL I 1 ilA C t c frNV.. L ! l o-Ci - r ‘A. Address: 5 -- Suite #: c c PI S Q L Contact Person: Special Instructions: Phone No.: -) 5 alo - 3N- �s5 7 SP rot) A L of • -PA o K pup, e N A,L Ot E - t , eft...9.eps.,,, 0,4...;„,3 - CA + p5' Mote L ikt 0.1 - re, Avl ) �}icc.) A4 ... c.'1 'cot .9 c 0 c (') 1. Project: 4 1 C 16 I (> 1 Sprinklers: Fire Alarm: Type of Inspection: ( ' 1. f JAL I 1 ilA C t c frNV.. L ! l o-Ci - r ‘A. Address: 5 -- Suite #: c c PI S Q L Contact Person: Special Instructions: Phone No.: -) 5 alo - 3N- �s5 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER kwila Wa. 98188 206 - 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Po 7 - Lfoo2 OF -sr- 1 o$- 5.c'?( mai - aa� PERMIT NUMBERS r - Corrections required prior to approval. Inspector: Date: 7/04 Hrs.: { n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: '- Type of Inspection: SP, .' iL�- -Ib Address: Ss S o Suite #: -- e LAN. - 4\ E- U 1 cD -- gA - T - 04z_0 0,4, ._ _ c .- . -- 1.4 - 1 -- E - R___ -e D?i__ . k4-0-A p. 6a-L Gex ► _� Special Instructions: d pi ) CA — 4rnetivr 2.( c?; - I ym) t N o Z I S - - t Z .. -.. . t IL `to Co *-= 4 u c).: 6_t -1P-r- - RA -7 dzo 0 tux- (tek 7 ) Project: 4 o L..+ 5- Z_ 0 C(1. '4' ti Type of Inspection: SP, .' iL�- -Ib Address: Ss S o Suite #: Monitor: Mk_ Contact Person: 2- - ) , cE_ (R�rr - 17( 1 ,e67 Gex ► _� Special Instructions: Phone No.: (7 4£1 -766,9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 DO - 1 -(0 0)-S-0 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I I Corrections required prior to approval. Inspector: U/t Date: 1 j /3 /o ' rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Info Project Address Hollister Co. Date 10/19/2007 633 Southeaster Mall, Space 1440 For Building Department Use Tukwila, Washington 98188 Applicant Name: M- Retail Engineering Applicant Address: 750 Brooksedge Blvd. Westerville, OH 43081 Applicant Phone: 614 -818 -2323 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COPY Permit PLar review approval b cuWCc t) C ;vo: i ant ,• ,R C c. on :trUcti: n ()CUM l G:e r v ,vc;r ?IC C047:+ ♦_t:J COtrt1lt%OnZ t`✓ OCT 1 9 2007 Revised July 2007 RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 1704 4 -4 02. Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location CARRIER 45N - SIZE 7 2000 M- Retail Engineering 0.75 VAV STOCK VAV -2 CARRIER 45N - SIZE 4 900 0.25 VAV STOCK VAV -3 CARRIER 45N - SIZE 7 2000 0.75 VAV STOCK VAV -4 CARRIER 45N - SIZE 2 600 0.25 VAV STOCK Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP HP/BHP Flow Control Location of Service VAV -1 CARRIER 45N - SIZE 7 2000 M- Retail Engineering 0.75 VAV STOCK VAV -2 CARRIER 45N - SIZE 4 900 0.25 VAV STOCK VAV -3 CARRIER 45N - SIZE 7 2000 0.75 VAV STOCK VAV -4 CARRIER 45N - SIZE 2 600 0.25 VAV STOCK Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, Washington 98188 Applicant Name: M- Retail Engineering Applicant Address: 750 Brooksedge Blvd. Westerville, OH 43081 Applicant Phone: 614 -818 -2323 Project Info Project Address Hollister Co. Date 10/19/2007 633 Southcenter Mall, Space 1440 For Building Dept. Use Tukwila, Washington 98188 Applicant Name: M- Retail Engineering Applicant Address: 750 Brooksedge Blvd. Westerville, OH 43081 Applicant Phone: 614 -818 -2323 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 1 1f available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Tenant Fan Powered Terminals connected to Landlord provided supply air. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Heating'Cooling or Cooling Only Yes I Reference Section 1423 Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Fan E uipment Schedule Equip. ID Brand Name Model No. CFM SP HP /BHP Flow Control Location of Service Efficiency' Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Project Info Project Address Hollister co. Date 10/19/2007 633 Southcenter Mall, Space 1440 For Building Dept. Use Tukwila, Washington 98188 Applicant Name: M- Retail Engineering Applicant Address: 750 Brooksedge Blvd. Westerville, OH 43081 Applicant Phone: 614 -818 -2323 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System ® Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. t lf available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 HeatingiCooling or Cooling Only Yes Reference Section 1423 Simple System Yes Allowed (section 1420) Use Complex Systems (section 1430) i Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. • Mechanical - Complex Systems Checklist MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Hollister Co. Date 10/19/2007 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a. a. 1431.1 Field aysem. sys. Provide calculations n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans n.a. 1432.2.1 Air system reset Indicate automatic reset n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. a. a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 Is utilized n.a. 1434 Separate air sys. Indicate separate systems on plans n. a. 1435 Simul. htg. & cig. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n. a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules M3 n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n. a. 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup Start Here • Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14-1G Yes • 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input? 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, proviae explanation: Decision flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. as /Oil Fumac input 2 225.000 tuh or Gas /O' Hea Air System Serving Multiple Zones? apacity of H Heating System > 00,000 Btuh Yes Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes • Section 1432.22 Hot Water Supply Temperature Reset Required No 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems {back) MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms 0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? Total Clg Capacity vi Water Econo 500 Tons pply Air >5.0 cfm& OSA> 70% otor IncL qpmt. Coved by Tbl 14-1A-14- 1G? EER 10% Better than Code tal Cap. cono Btuhor20 %of otal Cap. Section 1436 50% Effective Heat Recovery Required Multi-speed Motor in Multi- geed system Section 1433 Economizer Required Yes Yes Yes . Yes Yes Yes Yes Yes No-* Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes ystem or Zon w/ Simultaneous Htg. & CIg.? Application Involves Variable Flow? No Yes♦ Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air i Yes Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes J Revised July 2007 Open Motors dosed Motors 3,600 I 1,800 I 1,200 3,600 I 1.800 I 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 • Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin ton State Nonresidential Ene • Code Com • fiance Form Hollister Co. Type (open /dosed) Description of Application or Use Date For Building Department Use Synch. Speed 10 /19/200 7 Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi-speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- I A or 14-1 B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less - efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Revised July 2007 Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Hollister Co. 'Date 10/19/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n. a. 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule n. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M1.1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M5.1 yes 1412.3 Humidity control Indicate humidistat M5. n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls a .a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule a. a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans Ml .1 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas a. a. 1422 Thermostat interlock Indicate thermostat interlock on plans a. a. 1423 Economizers Equipment schedule 1413 Air economizers a. a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate dg load & water econoe & dg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M6.1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M6.1 yes 1415.1 Piping insulation Indicate R - value of insulation on piping M6.1 1416 Completion Requirements a. a. 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M3 .1 n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n.a. 1434 Separate air sys. Indicate separate systems on plans I yes Mechanical Completed and attached. Equipment schedule with types, 'Summary Form 'input/output, efficiency, dm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n. a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n. a. 1443 Pipe Insulation Indicate R -value of insulation on piping n. a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provlae explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: if a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct- digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb/40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall indude the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system dm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Dud work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: if a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct- digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb/40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall indude the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system dm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Dud work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying ` air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) M•Engineering, Inc. Emphasis on Excellence Gocetfld ■ Serf/ (f 2;P 9$Ieg I) f e i 1 c L & Y e . S k i p H pa a sftf l t / 5 y6, Cwtcy S _. r REVIEWED FOR CODE COMPLIANCE APPROVED Nov 9 200 M•Engineering, Inc. Structural, Mechanical. Electrical & Industrial Engineers 700 Brooksedge Blvd. Phone: 614 - 818-9070 Westerville, Ohio 43081-2820 Fax: 614 - 818 -1931 Project : /4O 1 t f / (P T .Sp c - (P k Job No. Sht of Client: Date: / d By: SB V , NI PILE COPY RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER coot 1 C . 3 WI G ..ear A.`ed 1;o1 --4402 Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 Ss, Site Class B 1.0 0.489 S1, Site Class B Period Maximum Sa (sec) (g) 0.2 1.473 Ss, Site Class B 1.0 0.507 Si, Site Class B Period Minimum Sa (sec) (g) 0.2 1.377 Ss, Site Class B 1.0 0.470 Si, Site Class B Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS! Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 SMs, Site Class D 1.0 0.739 SM1, Site Class D Conterminous 48 States 2006 International Building Code Zip Code = 98188 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.952 SDs, Site Class D 1.0 0.493 SD1, Site Class D M•Engineering, Inc. Emphasis on Excellence 115,5r /c1Q ( 4, q d ct6e'&'P ro tavr+ M•Engineering, Inc. 700 Brooksedge Blvd. Westerville, Ohio 43081 -2820 (.154 L oo. Y "a "13 f f i 0, C .P ws « r y NSA' x I C /hc x 2 1 'A ' S LI U3C (a) 3 /a sc,py' S F n 156k P4r6,Y _ � 3, 6 C(e. (,. tue b !sty (it r .: r�l 560V‘ I' to 1 - a�Q�al d'`(V kp c 99/Act, a J(o((SPt/ 14 6 ,, 414- 3;11, T '1 Project : Ha f /1 Sf *r sraSfle 4/et Job No. Sht of Client: Date: VI/fl By: SB T 5" Structural, Mechanical, Electrical & Industrial Engineers Phone: 614 - 818 -9070 Fax: 614 - 818 -1931 tk c ( ; „J o t ; )0"/1 3 tP; i /jycAIxs 1 3 % P krt _ = 0354 (419 Air(' S GO' / Iiy` - ?Sr _ sl ie 4/c1 U d a Wai W f x 7 L I e l Via r t 161,5/Q— (i3(( /C' 0, 1 1/44-61 , r Akia' Loa , 737 J SECTION DESIGNATION: 600S162 -54 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = JOIST SPACING 12.0 in 16.0 in 24.0 in www.clarkwestem.com 2001 North American Specification ASD DATE: 9/2/2007 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in 7' 10" 7' 2" 4' 9" Hollister ALLOWABLE CEILING SPANS - SIMPLE SPAN Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 55.3 ksi Punchout Length = 4.000 in ALLOWABLE CEILING JOIST SPANS INPUT PARAMETERS Dead Load = 125.0 psf DL Multiplied by 1.00 for Strength Checks Deflection Limit = U360 Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web MECHANICAL BRACING AT: NONE MID Pt FULL in 9' 6" 9' 6" 7' 2" 7' 2" 4' 9" 4' 9" Gvv SECTION DESIGNATION: 6005162 -43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMETERS Dead Load = 125.0 psf Deflection Limit = L/360 12.0 in 16.0 in 24.0 in www.clarkwestem.com 2001 North American Specification ASD DATE: 9/2/2007 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in ALLOWABLE CEILING JOIST SPANS DL Multiplied by 1.00 for Strength Checks Bearing Lengths for Web Crippling: End Condition = 6.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST MECHANICAL BRACING AT: SPACING NONE MID Pt FULL in 7' 5" 6' 11" 5' 11" Hollister Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in 9' 3" 9' 3" 8' 5" 8' 5" 5' 11" 5' 11" M•Engineering, Inc. Emphasis on Excellence a, 1, 5p f - = fsa = a,S z-A 0 6, -f a ip4 [rood f C4r( bOr os..0e S- ,L1.3 in M•Engineering, Inc. 700 Brooksedge Blvd. Westerville, Ohio 43081 -2820 Project: h &Ilisf //M Q* 4'444- S ". / cu!c5 H ll d �a�iip G�Uf A,„ I P r c 04 /L3c/ ( "/G : ,1 7. �4o t ip 4 AC4at5 I 1(1 5 ; 0 5 14 .`" 4.) 2 %) hf r.� for 7a S >� N ' `3'X0l Its (3300 ' /' (f ^ f&; rL, rt�s�u , sc, e l4 9 G . C Co? (Aft 3 ' I //WO E P qri wi. n ,ty 3360 10 R' Structural, Mechanical, Electrical & Industrial Engineer Phone: 614 - 818 -9070 Fax: 614 - 818 -1931 q , ' 4 : ; , ' Job No. Sht a of Client: Date: 7 /olP7 By: SB tkr (9 6 C ,t *,v 6/d) ¥J) M•Engineering, Inc. Emphasis on Excellence S>'o, f des Cl44, -kej c- -16 SF Co,411cr � 5;2e 14,1;4.5 L. I' -Y" Dt /» PGI, 4 ; O(t M•Engineering, Inc. 700 Brooksedge Blvd. Westerville, Ohio 43081 -2820 Project : 1'1o11 t sCP/ Client: / 5� tt rec e! i T 1 y ,► cS " (jf = )495(x 1 '' V" = Lti,1 f /F =. a e � 0 ecc P.1d -f 47 I d-7 4 ^^ � rJJ _ / ' n r a . sit 4,4.4 ,/ [ t tibCO. 54/ sw5 t 0) / = /s 4, Si ze Be( w r 71 3 r ` geKM is ) Ti r fir+l 1I l c 1 ', , a •ry(p ',/Pk 46, a_= 6 6 an tc (&. 3 /r" C MI Cap of (I) 7. .5y O( �o( )6, 5,2 yj ®c � ah /a y� Structural, Mechanical, Electrical & Industrial Engineers Phone: 614 - 818 -9070 Fax: 614 -818 -1931 � `es q i Job No. Sht / of Date: V/0 7 By: SB H55 U L7 ore/ O/r 0 M•Engineering, Inc. Emphasis on Excellence vv 1 d Sze /455 . 6P41 L yam ' Pt ( 0 /lc ,S 04 A' Uri /' ytng L r fc wise 4 C €dlm ' PL fo„ai)/rA otscir9 -2 cavil �fS1 Sk / k L : 3 ( 4• 1I VOLE l L-3` X Chf(( Pos P � , 7 $7 Q ,� 8en4b ny M•Engineering, Inc. 700 Brooksedge Blvd. Westerville, Ohio 43081 -2820 Project :Ho 11,4p, 5 ra f C e.05.1 ; t(6 1 'y* M.d / / f «.(PcJ ! f -, p p t:# FC- /f i 50 �(ij - iU Cher {R k55 ) ( be �= 16kC e - C /F ' l g) Client: Date: ?7) 7 By: SB s f 0 -Is/ "=-41717 I f �s d (t. t 04 at ‘44 e f b et s t ! Pr uGq / W, rt WI ygvprn l ( gkl :t L itLp , d(C 4 - S V I x6 ' = /Joe e- , (otki r for ce• Structural, Mechanical, Electrical & Industrial Engineers Phone: 614 - 818 -9070 Fax: 614 - 818 -1931 Job No.o7).f Sht of Ass; rip Cqp See ctI(c s) M•Engineering, Inc. Emphasis on Excellence )) i • M•Engineering, Inc. 700 Brooksedge Blvd. Westerville, Ohio 43081 -2820 Project : s 4 i Job No. Sht of Client: Date: //1/07 By: SB ))P s/ ye, ( �GJ ; Ai i►�Q / gei j iL 1— A-14— cJ: Pet- = if 1--c.) CIIcc(k ? x(4 ; M11 St( e . f 6 `'(J. C A3f�'"e paJsu#p ( A d ( . 0 . 5 ( c fC /d c i d t'C wi nd wt C4ec Ce It # A14 4 R gr Sawl n. •P ft, Lq,,P 14(4? c!f t 65 o S,t 2 ley, . iv 4 @ r� G, 9'-6 Card -V ze. 4 0e4t�,5 ee � L41a1 (:I / X: o5f = 2- S 36 T1 3 of a, 4y lo sr,e!y 5e. CEIVC 0‘ -'{) CAer( 4e 19-2 f, Ac q' /cv 5 Pj ett(o = Vett _ X641.241- Cgs Check (i 1,4 { s q f44 17414*, -Soli 44 ° Structural, Mechanical, Electrical & Industrial Engineers Phone: 614 - 818 -9070 Fax: 614 - 818 -1931 g lc/ V l e top 04,914) Cu rr y dt cw SECTION DESIGNATION: 3625162 -43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = ALLOWABLE LOADS (lb) www.clarkwestern.com 2001 North American Specification ASD DATE: 9/3/2007 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in BRACING NONE MID Pt THIRD Pt SHEATH 2 SIDES DEFLECTION COMBINED AXIAL AND BENDING LOADS INPUT PARAMETERS Overall Wall Height = 16.0 Lateral Load = 5.0 psf Lateral Load Multiplied by 1.00 for interaction checks Listed Allowable Axial Load multiplied by 1.00 for interaction checks Lateral load not modified for deflection calculations Studs Considered Fully Braced for Bending SPACING 12 in 16 in 24 in 304 277 223 731 655 516 1026 912 707 1384 1217 930 L/545 L/409 L/273 Maximum KUr 314 157 133 133 SECTION DESIGNATION: 362S162 -43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = WEAK AXIS BRACING 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in TOTAL ALLOWABLE AXIAL LOADS (lb) NONE 314 MID Pt THIRD Pt www.clarkwestem.com 1996 AISI Specification ASD DATE: 9/3/2007 Brace Steel Thickness = 0.0451 Inside Corner Radius = 0.0712 Yield Stress, Fy = 50.0 Fy With Cold -Work, Fya = 50.0 Punchout Length = 4.000 ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 16 ft Load has not been modified for load type or duration MAXIMUM CONCENTRIC LOADED KUr LOADING THROUGH WEB 157 988 768 133 1461 1083 in in ksi ksi in SECTION DESIGNATION: 362S162-43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = www.clarkwestern.com 2001 North American Specification ASD DATE: 9/3/2007 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Ceiling Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE CEILING JOIST SPANS INPUT PARAMETERS Dead Load = 20.0 psf DL Multiplied by 1.00 for Strength Checks Deflection Limit = L/360 Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST SPACING 12.0 in 16.0 in 24.0 in MECHANICAL BRACING AT: NONE MID Pt THIRD Pt 10' 4" 9' 6" 8' 6" 11' 6" 10' 6" 9' 2" 11' 6" 10' 6" 9' 2" [ cw www.clarkwestern.com 1996 AISI Specification ASD DATE: 9/3/2007 Boxed Beam SECTION DESIGNATION: 6005162 -43 (2) Boxed INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMETERS With Web Stiffeners 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Steel Thickness = 0.0451 Inside Corner Radius = 0.0712 Yield Stress, Fy = 50.0 Fy With Cold -Work, Fya = 50.0 Punchout Length = 4.000 ALLOWABLE UNIFORM LOADS in in ksi ksi in Deflection Limit: L/720 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling =1 in Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS (Ib/ft) SPAN LENGTH (ft) 6.00 8.00 10.00 Without Web Stiffeners 260.2 195.1 101.2 468.6 197.7 1012 [ qW ] • INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = INPUT PARAMETERS Without Web Stiffeners With Web Stiffeners 3.786 in 1.250 in 1.250 in www.clarkwestem.com 1996 AISI Specification ASD DATE: 9/3/2007 Boxed Beam SECTION DESIGNATION: 362T125 -43 (2) Boxed End Bearing Length for Web Crippling =1 in Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS (lb /ft) Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi ALLOWABLE UNIFORM LOADS Deflection Limit: L/720 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks SPAN LENGTH (ft) 6.00 8.00 10.00 102.8 43.4 22.2 102.8 43.4 22.2 Rev: 580008 User. KW- 0602748, Ver 5.8.0, 1-Dec-2003 (c)1983.2003 ENERCALC Engineering Software Steel Column Page 1 stmctural.ecw:Calculations Description Check Post General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section Axial Load... Dead Load Live Load Short Term Load Summary Allowable & Actual Stresses Fa : Allowable fa : Actual Fbxx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Pex : DL +LL F'ey : DL +LL Pex:DL +LL +ST Fey : DL +LL +ST Max X -X Axis Deflection HSS5X5X1 /4 Column Height 12.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined [Loads 1.51 k k k Section : HSS5X5X1 /4, Height = 12.00ft, Axial Loads: DL = Unbraced Lengths: X -X = 12.00ft, Y -Y = 12.00ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0221 XX Axis : Fa calc'd per Eq. E2.1, K *[h < Cc YY Axis : Fa calc'd Der Ea. E2 -1. K *Ur < Cc [Stresses 26,796 psi 26,796 psi 35,639 psi 35,639 psi 0.000 in at Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Dead Live 15.94 ksi 0.00 ksi 0.35 ksi 0.00 ksi 21.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi 21.60 ksi 0.00 ksi Title : Dsgnr. Description : Scope : 36.00 ksi 1.330 29,000.00 ksi 12.000 ft 12.000 ft Ecc. for X-X Axis Moments Ecc. for Y Y Axis Moments 1.51, LL = 0.00, ST = Live DL + LL 0.00 ksi 0.00 ksi 0.0221 Cm:x DL +LL 0.60 Cmy DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection X-X Sidesway : Y -Y Sidesway : Kxx Kyy Column Design OK 0.00k, Ecc. = 0.000in DL + LL DL + Short 15.94 ksi 21.20 ksi 0.35 ksi 0.35 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Job # Date: 12:30PM, 3 SEP 07 0.000 in 0.000 in DL + ST + (LL if Chosen] 0.0166 Cb:x DL+LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL+ST 0.000 in at 28.73 ksi 0.00 ksi 28.73 ksi 0.00 ksi Restrained Restrained 1.000 1.000 Analysis Values I 1.00 1.00 1.00 1.00 0.000 ft Rev. 580008 User. KW-0602748, Ver 5.8.0, 1- Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software Steel Column Page 2 structural.ecw:Calculations Description Check Post [Section Properties HSS5X5X1 /4 Depth Web Thick Width Flange Thick Area Rt Weight boc lyy Sxx Syy Rxx Ryy Section Type = HSS- Square 5.000 in 0.233 in 5.000 in 0.233 in 4.30 in2 0.000 in Title : Dsgnr. Description : Scope : 14.61 #/ft 16.000 in4 16.000 in4 6.410 in3 6.410 in3 1.930 in 1.930 in Cw Zx Zy Job # Date: 12:30PM, 3 SEP 07 Values for LRFD Design.... 25.800 in4 10.50 in6 7.610 in3 7.610 in3 0.000 Rev: 580004 User. KW- 0602748, Ver 5.8.0, 1-Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 structural.ecw:Calculations Description Single Cantilevered Beam 'General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined [Deflections Section Name Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever 2x6 Summary I DL DL DL 1.500 in 5.500 in Sawn 1.250 Pin -Pin 55.000 pd 93.00 #/ft #/ft 93.00 #/ft Span= 7.00ft, Right Cant= 3.50ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 934.49 psi Fb 1,370.89 psi Center Span... Dead Load Deflection -0.058 in ...Location 2.934 ft ...Length/Defl 1,455.6 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.087 in @ Left 0.000 in @ Right 0.121 In Bending Analysis Ck 33.380 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.682 , 1 -0.6 k -ft 0.9 k-ft 0.33 k -ft at -0.59 k -ft at 0.00 k -ft -0.59 k-ft 0.86 fv 69.16 psi Fv 112.50 psi 2.574 ft 8.691 Max Moment 0.33 k -ft 0.00 k -ft 0.59 k -ft @ Left Support 0.32 k 2.828 in2 112.50 psi 0.25 k 0.76 k Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E LL LL LL Title : Dsgnr: Description : Scope : 7.00 ft ft 3.50ft 850.0 psi 90.0 psi 625.0 psi 1,800.0 ksi 'Full Length Uniform Loads Depth = 5.5in, Ends are Pin -Pin Maximum Shear * 1.5 0.6 k Allowable 0.9 k 2.641 ft Shear. @ Left 0.25 k 7.000 ft @ Right 0.42 k Camber. @ Left 0.000 in @ Center 0.087 in Reactions @ Right 0.121 in Left DL 0.25 k Max 0.25k Right DL 0.76 k Max 0.76 k Total Load Left Cantilever... -0.058 in Deflection 2.934 ft ... Length/Defl 1,455.61 Right Cantilever... Deflection ... Length/Defl Nit #/ft #/ft Lu Lu Lu Job # Date: 12:31PM, 3 SEP 07 1.25 ft 0.00 ft 1.25 ft Beam Design OK Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 -0.081 in -0.081 in 1,038.6 1,038.6 [Stress Calcs Sxx 7.563 in3 CI 0.992 Sxx Redd 2.90 in3 0.00 in3 5.16 in3 @ Right Support 0.57 k 5.071 in2 112.50 psi Bearing Length Req'd Bearing Length Req'd Area 8.250 in2 Allowable fb 1,370.89 psi 1,381.25 psi 1,370.89 psi 0.269 in 0.808 in U r KW-0602748, Ver 5.8.0.1- Dec-2003 ` (e) 1983.2003 ENERCALC Engineering Software General Timber Beam Page 2 structural.ecw:Calculations Description Single Cantilevered Beam [ery Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00k-ft Title : Dsgnr: Description : Scope : Job # Date: 12:31 PM, 3 SEP 07 Shear Deflection 0.25 k 0.0000 in 0.25 k 0.0000 in 0.00 k 0.0000 in Rev: 580004 User: KW- 0602748, Ver 5.8.0.1- Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 strudural.ecw:Calculations Description Rafters General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined [Deflections Section Name 2x6 Beam Width Beam Depth Member Type Bm WL Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.500 in 5.500 in Sawn 1.250 Pin -Pin 55.000 pcf LFuII Length Uniform Loads Center Left Cantilever Right Cantilever S um m ary Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D. @ Center @ Left @ Right Bending Analysis Ck 27.255 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL Span= 5.00ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 253.64 psi Fb 1,256.76 psi 0.16 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.79 fv Fv pead Load -0.029 in 2.500 ft 2,081.7 L. Deft ) ... 0.043 In 0.000 In 0.000 in Le 9.471 ft Rb 16.671 Max Moment 0.16 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.16 k 1.405 in2 112.50 psi 0.13 k 0.13 k 48.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv AIIow Fc AIIow E Depth = 5.5in, Ends are Pin -Pin 0.202 : 1 0.2 k -ft 0.8 k -ft at 2.500 ft at 5.000 ft 19.16 psi 112.50 psi Total Load -0.029 in 2.500 ft 2,081.73 Sxx CI LL LL LL Scope : Reactions... Left DL Right DL 7.563 in3 0.910 Sxx Reg'd 1.53 in3 0.00 in3 0.00 in3 @ Right Support 0.16 k 1.405 in2 112.50 psi Title : Dsgnr: Description : 5.00 ft ft ft 850.0 psi 90.0 psi 625.0 psi 1,200.0 ksi #m #/ft It/ft Maximum Shear * 1.5 Allowable Shear. 0.13 k 0.13 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ... Length/Defl Bearing Length Req'd Bearing Length Req'd Lu Lu Lu Area 8.250 in2 Allowable fb 1,256.76 psi 1,381.25 psi 1,381.25 psi Job # Date: 12:31PM, 3 SEP 07 5.00 ft 0.00 ft 0.00 ft Beam Design OK 0.2 k 0.9 k @Left 0.13k @ Right 0.13 k Camber. @ Left 0.000in @ Center 0.043 in @ Right 0.000 in Max 0.13 k Max 0.13 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 0.136 in 0.136 In Rev. 580004 User KW-0602748. Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 swcturaLecw:Calculaeons Description Rafters _Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Job # Date: 12:31PM, 3 SEP 07 Shear Deflection 0.13 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in Rev. 580006 User. KW- 0602748, Ver 5.8.0, 1-Dec-2003 (c) 1983 -2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 s W cluraLecw:Calculations Description Timber purlins [Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Roans Timber Section Beam Width in 3.000 Beam Depth in 1.000 Le: Unbraced Length 1.25 Timber Grade Fb - Basic Allow psi 850.0 Fv - Basic Allow psi 90.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No [Center Span Data Span 1.25 Dead Load #/ft 20.00 Live Load #/ft 25.00 Results Ratio = 0.1654 Mmax @ Center in-k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual Fv : Allowable [Reactions psi Psi @ Left End DL Ibs LL Ibs Max. DL +LL Ibs @ Right End DL Ibs LL Ibs Max. DL +LL Ibs 0.11 0.62 210.9 1,275.0 Bending OK 12.3 90.0 Shear OK 12.50 15.62 28.12 12.50 15.62 28.12 Deflections Ratio OK Center DL Deft UDefl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location UDefl Ratio -0.003 5,461.5 -0.003 4,369.2 -0.006 0.625 2,427.3 Title : Dsgnr. Description : Scope : Job # Date: 12:31 PM, 3 SEP 07 • Rev: 580004 User: KW-0602748, Ver 5.8.0, 1-Dec-2003 ` (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 structural.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 2x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density LFuli Length Uniform Loads Center Left Cantilever Right Cantilever Summary [Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * @ Center @ Left @ Right Outrigger Bending Analysis Ck 27.255 Le Cf 1.300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 1.500 in 5.500 in Sawn 1.250 Fix -Free 55.000 pcf Span= 3.33ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 423.62 psi Fb 1,381.25 psi 0.00 k -ft -0.27 k -ft 0.00 k -ft 0.00 k -ft 0.87 fv Fv Dead Load -0.051 in 3.330 ft 1,559.5 D.L. Defl) ... 0.077 In 0.000 In 0.000 In 0.000 ft 0.000 Max Moment 0.27 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.21 k 1.847 in2 112.50 psi 0.00 k 0.00 k 45.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E L L L L L L Scope: Depth = 5.5in, Ends are Fix -Free 0.307 : 1 -0.3 k -ft 0.9 k -ft at 3.330 ft at 0.000 ft 25.19 psi 112.50 psi taro l Load -0.051 In 3.330 ft 1,559.55 Sxx CI Reactions... Left DL Right DL 7.563 in3 0.000 Sxx Raga 2.32 in3 0.00 1n3 0.00 in3 @ Right Support 0.03 k 0.291 in2 112.50 psi Title : Dsgnr: Description : Bearing Length Req'd Beating Length Req'd 3.33 ft ft ft 850.0 psi 90.0 psi 625.0 psi 1,200.0 ksi #/ft /t/ft #/ft 0.16 k 0.00 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu 0.2 k 0.9 k @ Left 0.16 k @ Right 0.00 k Camber. @ Left 0.000in @ Center 0.077in @ Right 0.000in Maximum Shear * 1.5 Allowable Shear. Area 8.250 in2 Allowable fb 1,381.25 psi 1,381.25 psi 1,381.25 psi Max 0.00 k Max 0.00 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 tress Calcs 0.000 in 0.000 in Job # Date: 12:31PM, 3 SEP 07 0.00 ft 0.00 ft 0.00 ft Beam Design OK 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User. KW- 0602748, Ver 5.8.0, 1- Dec -2003 _(c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 s W ctural.ecw:Calculations Description Outrigger [Query Values 1 M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0.27 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Shear 0.16 k 0.00 k 0.00 k Job # Date: 12:31 PM, 3 SEP 07 Deflection 0.0000 in 0.0000 in 0.0000 in Rev: 580005 User: KW-0602748, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 structural.ecw:Calculations L Description HSS beam [General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS5X5X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length L Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location Summary Depth Web Thick Width Flange Thick Area Rt Shear @ Left Shear @ Right Values for LRFD Design.... #1 #2 #3 #4 #5 #6 #7 1.004 k 5.000 Using: HSS5X5X1 /4 section, Span = 10.25ft, Fy = 46.0ksi End Fixity = Pinned- Pinned, Lu = 3.00ft, LDF =1.000 Actual Allowable Moment 2.762 k -ft 16.217 k -ft b : Bending Stress 5.171 ksi 30.360 ksi fb/Fb 0.170:1 Shear • fv : Shear Stress fv / Fv [Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL +ST Maximum Only Center AS. Cants CO Cants Max. M + 2.76 k -ft 2.76 k -ft Max. M - k -ft Max. M @ Left k-ft Max. M @ Right k -ft 0.59 k 0.56 k 10.25 ft 0.00 ft 0.00 ft 3.00 ft 0.589 k 0253 ksi 0.014 :1 0.59 0.56 Pinned - Pinned Bm WL Added to Loads LL & ST Act Together Title : Dsgnr: Description : Scope : 42.872 k 18.400 ksi Fy 46.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Deft) Job # Date: 12:31PM, 3 SEP 07 k k Center Defl. -0.0921n -0.092 0.000 -0.092 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 In 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.59 Reaction @ Rt 0.56 Fa calc'd per Eq. E2 - 1, K1.k < Cc 5.000 in 0233 in 5.000 in 0.233 in 4.30 1n2 0.000 in 0.59 0.56 J 25.800 in4 Zx Cw 10.50 in6 Zy Weight Ixx lyy Sxx Syy R -xx R -yy 14.61 #/ft 16.000 in4 16.000 in4 6.410 in3 6.410 in3 1.930 in 1.930 In 7.610 in3 7.610 in3 0.59 0.56 k k k k ft -0.092 in 1,342.3 : 1 1,342.3 : 1 Section Properties HSS5X5X1 /4 Rein. 580005 User: KW. 0602748, Ver 5.8.0, 1-Dec-2003 (01983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 structurel.ecw:Calwiations Description Hss3x3x3 /16 between exist beams [General Information Depth Web Thick Width Flange Thick Area Rt Steel Section : HSS3X3X3 /16 Center Span Left Cant Right Cant Lu : Unbraced Length [Point Loads Dead Load Live Load Short Term Location Summary Using: HSS3X3X3/16 section, Span = 15.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 15.00ft, LDF = 1.000 Actual Allowable Moment 0.818 k -ft 4.149 k -ft fb : Bending Stress 5.986 ksi 30.360 ksi fb /Fb 0.197:1 Shear iv : Shear Stress fv1Fv Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST M aximum Only 61 Center 1156 Center ar7. Cants Caa Cants Max. M + 0.82 k -ft 0.82 k -ft Max. M - k -ft Max.M @Left k -ft Max. M @ Right k -ft Shear @ Left Shear @ Right # 1 0.170 7.500 0.13 k 0.13 k Reaction @ Left 0.13 Reaction @ Rt 0.13 Fa calcid per Eq. E2 - 2, K'Ur > Cc 3.000 in 0.174 in 3.000 in 0.174 in 1.89 1n2 15.00 ft 0.00 ft 0.00 ft 15.00 ft Note! Short Term Loads Are WIND Loads. # 2 #3 # 4 #5 #6 #7 k k k ft 0.133 k 0.128 ksi 0.007 :1 0.13 0.13 0.13 0.13 Weight Ixx Iyy Sxx Syy 0.000 in R -xx Values for LRFD Design.... R J 4.030 1n4 Zx Cw 2.76 1n6 Zy Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Title : Dsgnr. Description : Scope : 19.210 k 18.400 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 46.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Center Deft. -0.392 in -0.392 0.000 -0.392 0.000 0.000 in Left Cant Defl 0.000ln 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Section Properties HSS3X3X3/16 6.42 #/ft 2.460 in4 2.460 in4 1.640 in3 1.640 in3 1.140 in 1.140 in 1.970 in3 1.970 in3 0.13 0.13 Max. Deflection Length/DL Defl Length/(DL +LL Deft) Job # Date: 12:31PM, 3 SEP 07 Beam OK Static Load Case Governs Stress k k k k -0.392 in 459.2 :1 459.2 : 1 Rev: 580005 User: KW-0602748, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software Steel Beam Design Page 1 structural.ecw:Calculations Description Summary Diameter Thickness Area Dead Load Live Load Short Term Location Restraint G eneral Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : P1STD Center Span Left Cant. Right Cant Lu : Unbraced Length [Moments Note! Short Term Loads Are WIND Loads. #1 0.280 5.000 1 Using: P1STD section, Span = 10.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 0.161 k -ft 0.263 k -ft fb : Bending Stress 14.524 ksi 23.760 ksi fb / Fb 0.611 : Shear fv : Shear Stress fv /Fv [Force & Stress Summary <c- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL +ST Maximum Only fiaa Center 0). Center 0) Cants (5) Cants Max. M + 0.16 k -ft 0.16 k -ft Max. M - -0.12 k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.04 k Shear @ Right 0.02 k Reaction @ Left 0.04 Reaction @ Rt -0.02 Fa caldd per Eq. E2 - 1, K*L/r < Cc 1.320 in 10.00 ft 0.00 ft 0.00 ft 0.00 ft #2 0.036 k 0.128 ksi 0.009 : 0.04 0.02 0.04 -0.02 Weight Ixx l yy 0.133 in Sxx 0.49 in2 Syy R -xx R -yy Values for LRFD Design.... J 0.1751n4 Zx Zy Pinned - Pinned Bm Wt Added to Loads LL & ST Act Together #3 #4 Title : Dsgnr: Description : Scope : 2.528 k 14.400 ksi 1.68 #/ft 0.087 in4 0.087 in4 0.133 ln3 0.133 in3 0.421 in 0.421 in 0.187 in3 0.187 in3 0.04 -0.02 #5 Fy Load Duration Factor Elastic Modulus #6 Job # Date: 12:31 PM, 3 SEP 07 36.O0ksi 1.00 29,000.0 ksi #7 k -ft k-ft k -ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) k k Center Defl. -0.283 in -0.283 0.000 -0.283 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deli @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in k k -0.283 in 423.4 :1 423.4 : 1 Section Properties P1STD 1 SECTION DESIGNATION: 362S162-43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS BRACING NONE MID Pt THIRD Pt www.clarkwestern.com 2001 North American Specification ASD DATE: 9/3/2007 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in MAXIMUM KUr C2 Steel Thickness = 0.0451 Inside Comer Radius = 0.0712 Yield Stress, Fy = 50.0 Fy With Cold -Work, Fya = 50.0 Punchout Length = 4.000 ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 12 ft Load has not been modified for Toad type or duration CONCENTRIC LOADED LOADING THROUGH WEB 236 666 521 118 1658 1150 100 2475 1570 in in ksi ksi in Rev: 580008 User: KW-0602748, Ver 5.8.0, 1 -Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software Steel Column Page 1 structural.ftw:Calculations General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Description Steel Section Axial Load... Dead Load Live Load Short Term Load Summary fb : xx Actual Exist column Fbxoc : Allow [F1-6] Fb:xoc : Allow [F1-7] & [F1-8] Fb:yy : Allow [F1-6] Fb:yy : Allow [F1 -7] & [F1-81 fb : yy Actual F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL+ST Max X -X Axis Deflection W14X145 Column Height 18.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined 1.51 k k k XX Axis : Fa calc'd per Eq. E2.1, K *Ur < Cc XX Axis : I Beam, Major Axis, UrT < (102,000 * Cb 1 Fy) ".5, Fb = 0.6 Fy (F3) XX Axis :1 Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af 1 0 * d) YY Axis : Fa calc'd per Eq. E2-1, K *Ur < Cc YY Axis : I Beam. Minor Axis. Passes Table 85.1. Fb = 0.75 Fir per Ea. F2-1 'Stresses 128,178 psi 50,746 psi 170,476 psi 67,493 psi 0.000 in at Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Title : Dsgnr: Description : Scope : 36.00 ksi 1.330 29,000.00 ksi 18.000 ft 18.000 ft Loads Ecc. for X-X Axis Moments Ecc. for Y Y Axis Moments Section : W14X145, Height = 18.00ft, Axial Loads: DL = 1.51, LL = 0.00, ST = Unbraced Lengths: X -X = 18.00ft, Y -Y = 18.00ft Combined Stress Ratios bead Live AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0020 X -X Sidesway : Y -Y Sidesway : Kxx Kyy Job # Date: 10:48AM, 7 SEP 07 0.000 in 0.000 in Column Design OK 0.00k, Ecc. = 0.000in DL + LL 0.0020 DL + ST + (LL if Chosen] 0.0015 Allowable & Actual Stresses Dead �_ DL + LL DL + Short Fa : Allowable 17.97 ksi 0.00 ksi 17.97 ksi 23.90 ksi fa : Actual 0.04 ksi 0.00 ksi 0.04 ksi 0.04 ksi 21.60 ksi 0.00 ksi 21.60 ksi 28.73 ksi 21.60 ksi 0.00 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 27.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL+ST Cb:y DL +LL +ST 0.000 in at Restrained Restrained 1.00 1.00 1.00 1.00 0.000 ft 1.000 1.000 r Analysis Values Rev. 580008 User: KW-0602748, Ver 5.8.0, 1-Dec-2003 _(c) 1883.2003 ENERCALC Engineering Software Steel Column Page 2 s W ctural.ecw:Caladations Description Exist column 'Section Properties W14X145 1 Depth Web Thick Width Flange Thick Area Rt 14.780 in 0.680 in 15.500 in 1.090 in 42.70 in2 4.280 in Weight Ixx lyy Sxx Syy Rxx Ryy Section Type = W Title : Dsgnr. Description : Scope : 145.04 #Jft 1,710.000 in4 677.000 in4 232.000 in3 87.300 in3 6.330 in 3.980 in Cw Zx Zy K Job # Date: 10:48AM, 7 SEP 07 Values for LRFD Design.... J 15.200 in4 31,700.00 in6 260.000 in3 133.000 in3 1.690 in 11.13.07 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Hollister, Tukwila Permit No. D07 -402 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Divisio This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenatt P Name: Jose pL Cc r ,—, Title' : Construction Manager k1 a L S"rt:1 Tenant Name: Hollister Ty OF TUKWILA DEC 06 200 - ,i!T CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 a.- Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 '- Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 ta, Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential �r Sewer Use Certification Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name W e 5 T F t i s 1 40 C . o M - ZN C Property Tax ID # (Last, First, Middle Initial) Party to be Billed (if different from owner) Subdivision Name Lot # Party's Mailing Address: Subdiv. # Block # Building Name (if applicable) S oft} ''t hL ,(4p .` Property Street Address 053 900114 C- 6J - reMZ I i i 7D City, State, ZIP TVk W 1 -It" f grip Owner's Phone Number (3 10 ) 1476 q Y rL Owner's Mailing Address (if different from above) I 1I 01 (,i) (LS k4I ( • C tr i' I Z' F► — LoS 1 4D" *t.e?J f CA 7 rav 2S' A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total No. of Fixture Units _ 20 1058 (Rev. 1/03) (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Total Fixture Units I ((1 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE RCE White — King County Department of (� �) Natural Resources and Parks King County City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre - existing building? 0 Yes Ego Type of building demolished Sewer disconnect date 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 A B Total Discharge (gaVday) _ 187 RCE RECEIVED C. Total Residential Customer EquivaleflaW OF TUKWILA (add A & B) Representative RCE Print Name of Owner / —Z�� ` Representative Date Yellow — Local Sewer Agency Pink — Sewer Customer OCT 2 5 2007 PERMIT CENTER I certify that the information given is correct. T understan 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 Ow er/ DEPARTMENTS: B ing uivision O`IJ 11 Public Works hdl ID- '1 Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -402 DATE: 10 -25 -07 PROJECT NAME: HOLLISTER COMPANY SITE ADDRESS: '57 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 51( Aw P1 "15' 4 I°- . Fire Prevention an Ing ision Structural ❑ Permit Coordinator ❑ DUE DATE: 10-30-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: n DUE DATE: 11-27-07 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License RAYBEI *938MQ Licensee Name RAYBECK INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602738811 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 7423 COSGRAY RD Address 2 City DUBLIN County OUT OF STATE State OH Zip 43016 Phone 6143393381 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/18/2007 Expiration Date 7/18/2009 Suspend Date Separation Date Parent Company Previous License RAYBECI965M7 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 WESTERN SURETY CO 70339843 07/13/2007 Until Cancelled $12,000.00 07/18/2007 Business Owner Information Name Role Effective Date Expiration Date BECKMAN, JEFFREY T PRESIDENT 07/18/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 wr' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 1 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= RAYBEI *938MQ 03/03/2008 ::. :,. - 0 0 MALL LOCATION PLAN CODE SYNOPSIS/ PROJECT DATA HOLLISTER Co. STORE TYPE: NOLLISTER I ii.,.,,-, -r r T I LOCATION: SOUTHCENTER MALL -SPACE #1440 LEVEL: 1 of 3 _ BUILDING OCCUPANCY USE GROUP: M MERCANTILE C ONSTRUCTION CLASSIFICATION UNPROTECTED TYPE II -B UNPRO EC ED - NON-COMBUSTIBLE APPLICABLE CODES: BUILDING 20% INTERNATIONAL N/ WASH, AMENDS MECHANICAL 2006 INTERNATIONAL NI WASH• AMENDS L�06 PLUMBI 2 INTERNATIONAL W/ WASH. AMENDS ACCESSIBILITY CHAPTER 11 OF IBC ICC /ANSI A117.1 2003 ACCESSIBILITY REQUIREMENTS: ACCESSIBLE TO THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH GUIDELINES ANL THE AMERICAN DISABILITIES ACT - 1994 UPDATE C ABO / ANSI 117.1 AND LOCAL CODES OCCUPANT LOAD 5,931/30= 195 SALES 2,859/300= 10 NON -SALES 41. ' � i I t.,, - 7 � A. �- .._ �l h STORE #603 SOUTHCENTER MALL SPACE #1440 633 SOUTHCENTER L TER MAIL T U K WI L A, WASHINGTON 98188 - a ' p !may i ? �- � i �; ` �r ;� I I , I _ �_ , .- ` ? "' ,. m _• 1 P t �' 3 � 1 _ , � il • L :� - .� � �r � � ° � = - �d :s� ; P I ® :� � __ :�:� : 1 , � -_ " r ' r = . % i ; ! . " 1 _ " `� I �._ r �, , IN d � { - � ti _ r t h 1 _ TENANT if °' � x : : _ ._..._ NOLL Go. 6301 FITCH TN NEW ALBANY, ONO 43059 (614) 2$3 - 65 0 • TENANT REPRESENTATIVES (614) 283 -# - N II P4' a , • - , � � , �� i� �• - r gi , .9 l F •r.• - y - " ° ° ' ' '� �_ " =' ° + ' { T -_ W � Hollister 6 i DESIGNER 198 + 10= 208 TOTAL MINIMUM PLUMBING FIXTURES TRACI MOORE #6796 CONSTRUCTION MANAGER SPACE #1440 LEVEL 1 OF 3 w E WATER CLOSETS: 1 REQUIRED FOR MALE I REQUIRED FOR FEMALE RYAN ADAMS #6079 PURCHASING HOTLINE LAVATORIES: 1 REQUIRED FOR MALE I REQUIRED FOR FEMALE SYMBOL LEGEND GENERAL INFORMATION VICINITY MAP URINALS: N/A DRINKING FOUNTAINS: (1- HI /L0) SHALL BE PROVIDED MOP /SERVICE SINK: (1) PROVIDED FIRE PROT ECTION: DEMISING WALL - I HOUR UL #U 465 HOTLINE #7111 DEVELOPER X ( ) PLAN DETAIL I. G.G. TO PROVIDE # INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQ'D BY FIRE DEPARTMENT 2 NSPECTOR. AT A MINIMUM, 2 - A PR WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING PROVIDE A PORTABLE FIRE EXTINGUISHER N/A RATING BY NG OF DURIN G NOT LESS T CONSTRUCTION. -G G.C. . G . 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES AND MEET ALL APPLICABLE CODE REQUIREMENTS. 3 A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. 4, CONTRACTOR SHALL REPLACE ALL DAMAGED FIRE - PROOFING. 5. PORCH SECURITY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS, ! al = � y rz. $•1 I ,, _ TiF;ft•f €lj_i:f =: y �, , ? { ?-5 _ e ii = s fE1,5: `8 �t . WlnSTFIELD CORPORATION INC 11601 WILSHIRE BLVD. 12 TH FLOOR LAS ANGELES, CALIFORNIA 90025 TEL 310 - 478 -4456 FAX 310 - 575 -5991 TENANT COORDINATOR X J J am" SALES / NON -SALES WALL - 0 HOUR NOTE: -. �'P� : :rrl�-lnf, 1 t �1 ``'� ri ; • �,• <e !' ' , - r: ._.- :• 1 f f I ": , t r ALL F IRE SALES /NON -SALES DOOR - D HOUR PROTECTION CEILING - TYPE "A" BY LANDLORD COLUMN ENCLOSURES 0 HOUR SERVICE CORRIDOR WALL - 1 HOUR OR DOOR - 90 MIN SERVICE CORRIDOR SPRINKLERED - AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED EGRESS REQUIREMENTS: 2 EXITS REQUIRED 3 EXITS PROVIDED PLAN SECTION 0 N=W DOOR SECTION DETAIL x I y :iyl ; -'- 6. USE OF PLASTIC FOR WALL OR CEILING COVERING, OTHER THAN LUMINOUS CEILING, IS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING FOR• EACH USE BY BUILDING OFFICIAL 7. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE 50 AS TO ENABLE DOOR TO BE n LOCKED IN THE OPEN POSITION AND SO LOCKED _URIN.�.B..SINFS5 HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) ENCY LI HTIN - SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTCANDLE MINIMUM AT 8. EMERGENCY G LIGHTING-, FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 9. ONLY PANIC HA RDWARE APPROVED AND LISTED .r 3Y THE STATE OR LOCAL FIRE MARSHALL SHALL BE INSTALLED. 10. EX DOORS SHALL SWING N TWE DIRECTION OF EXIT TRAVEL WWE SERVING AREAS WITH AN OCCUPANT DA EXIT IN T R F N R G RF P NT L D OF lO OR MORE SONS F M RE PER 11. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 90 MINUTE RATING 12. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND TWE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRGUIT5, ILLUMINATION SNAIL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM A 90 MINUTE BATTERY BACKUP EMERGENCY SYSTEM EMERGENCY LIGHTING GIVE A VALUE OF ONE FOOTCANDLE MINIMUM B G S AT FLOOR LEVEL THROUGHOUT EGRESS PATH. 13. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 14. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT- 15, ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE, It .' •, R " - '�'�1 F '" 3 -� Ai W X __ DETAIL E L E V ,SECTI ®IV - a� � A. k - i� . ,; _ , 'r 'ra ' " -= - � ar, ; � '�`': ire ,F. x . r "� il " : • -. .: - i:! =' :: :_ - : :'- ::, . .i ' : : :• : =- ; : " - :;: , -;._ :. *= :; ,:= ,.::::;;:.::::; - :;- ;;: :_.: == •a.,_. ! :. -- r 1 . : . : .:.; :...;. :• : : : -- :- : , _ • . _.. r �j �,, • yl'�f y ��I i y . _- - °'_ -- -..' - : -' .. :• - „ ^ .. . ,.. :: , ' i' 'o ! ; 1 ' JOSHUA KIMMEL TEL 310 - 893-4761 EMAIL: JKIMMEL @WESTFIELP COM ARCHITECT/ENGINEER cs :� _ t � • ..::: - - - - - - - - L`t SCALD NOTE A E DISTANCE 75 MA X. TRAVEL E NOTE: USAGE HISTORY: NEW SPACE IN MALL EXPANSION PROPOSED USE "HOELISTER" RETAIL SALES IS TO BE USED EXCLUSIVELY FOR BOYS AND GIRLS APPAREL RETAIL SALES N TE: ENTIRE SALES 4 NON -SALES AREA OF THE STORE IS TO RECEIVE AUTOMATIC FIRE SPRINKLER PROTECTION AS PER APPROVED FIRE PROTECTION PLANS BY LOCAL AUTHORITIES -_ - - _ aa•' - -- _ -- - - - 4y 1 - - P. y f . "` ..� -_ i13a9 rBl�td j = 4 _' En '•' . "` .. . `' s " f ,,�} :� O •�. l ; : �s;M ± = .•, s s3 Iv. r- ; r ;vl -JttL r ±; i Vl /_ +1,��� �n u,_4. t.; r.. •. .._ .. _:_ `.. . :. : :r : : • - .::. :.. : : :• :. :--- : :; : : :; :. -. - : : : _:. ,.: . 5s- dp i + t � .... ........::.M,,,.,,,,1,.,„:,.•., le,_ .,,., ; ,, : ,,� t . .xr_; :l :.r., - - _ »;, • := : : : :_: . : :. : : : : : : -: •• =- :=- : : <. :;. „ . WILLIAM E. ABBOT ARCHITECT 130 EAST 5 U EAT CH !; TNT STREET, SUITE 302 COLUMBUa OHIO 43215 614 -461 -0101 BILL ABBOT X 228, E - MAIL: BAbbot @Abbot Abbot.com KIMM ST.CLAIR X 247, E - MAIL: KStclair@Abbot Abbot.com ENGINEER FIN I FINISH MARK Q CODED NOTE hf . �. = ti.. „Si..„ . pad :_: ,;i`; ..;: .. = : : =_ . ''•' • ' -� • - ' h - ' ,::,: : CLrHc T CEILING HEIGHT x DOOR IDENTIFICATION CEILING FINISH ! ; +� 1 Y1 �.� .. . !111101:F =,. `�' ;�, l•.,nl INDEX OF DRAWINGS CLGFIN i. ELEVATION NUMBER IIV ELEVATION SHEET NUMBER -`" -; N T M- RETAIL ENGINEERING, INC. 750 BROOKSEDGE BLVD. WESTERVILLE, OHIO 43081 X: 614-618-2323 �am GREGORY HOUSE, E -MAIL: ghous- corporations,com STRUCTURAL TITLE TITLE SHEET A0.1 SPECIFICATIONS A0.2 SPECIFICATIONS / FINISH SCHEDULE A0.3 DOOR SCHEDULE E A0.4 FRAMING DETAILS /RESPONSIBILITY SCHEDULE AO.S U.L. DETAILS A1.1 EXISTING CONDITIONS PLAN A1.2 BARRICADE PLAN DETAILS Al.3 BARRICADE DETAILS A2.1 CONSTRUCTION PLAN A2 .2 CONSTRUCTION PLAN A3.1 REFLECTED CEILING /LIGHTING PLAN A3.2 REFLECTED CEILING /LIGHTING PLAN A4 FINISH /PRESENTATI PLAN A4.2 FINISH/PRESENTATION PLAN q A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A3.1 STOREFRONT ELEVATION A8.10 STOREFRONT ELEVATION A8.2 STOREFRONT PLAN AND DETAILS A8.20 STOREFRONT PLAN AND DETAILS A3.3 STOREFRONT SECTIONS A8.4 STOREFRONT SECTIONS A`g 4a STOREFRONT SECTIONS A8.5 STOREFRONT SECTIONS / DE I _ AI LS A8 FRAMING PLANS / DETAILS A1O.1 CABINET DETAILS A10.2 GO -BACK CABINET DETAILS A11 .1 CASE IAIRAP /BACKWRAP DETAILS _ -� - - Al2.1 LOCKER ROOM DETAI LS - ° , - : Al 2.2 LOUNGE 22 DETAILS " •. = �.3p ..'°`` ' ; Al2.3 CONSTRUCTION DETAILS a - a ' '-'°' r Al2.4 CONSTRUCTION DETAILS Al2.5 CONSTRUCTION DETAILS ` ;;u l .. 9 -6 Al2.6 CONSTRUCTION DETAILS \ . • � � Al2.7 CONSTRUCTION DETAI LS _ / �� �, ` -� " �`.a �/s E1.1 POWER PLAN :; , :° R. �.. - -,.i ,. - -- x . E1 POWER NOTES � "`"`� E2 . 1 LIGHTING PLAN ` E2.2 LIGHTING NOTES E3 .1 AUDIO PLAN A DETAILS E3 SECURITY PLAN E4 .1 ELECTRICAL DETAI LS E4 .2 POWER RISER $ PANEL SCHEDULES E5 .1 ELECTRICAL SPECIFICATIONS E6 .1 ENERGY CODE FPI.I FIRE PROTECTION PLAN FP 1.2 FIRE PROTECTION NOTES M1.1 MECHANICAL PLAN M2.1 MECHANICAL NOTES PLUMBING M3.1 MECHANICAL SCHED M4.1 MECHANICAL DETAILS r .1 MECHANICAL CONTROL DETAILS 1"16.1 MECHANICAL SPECIFICATIONS S1 . 0 PLATFORM FRAMING PLAN $ DETAILS 51.1 PORCH BASE PLAN $ NOTES S2.1 1 PORCH FRAM I NCB PLAN $ SE CTION S 53.1 FACADE FRAMING PLAN $ SECTIONS 53.2 FACADE FRAMING SECTIONS 54.1 SEISMIC DETAILS SOUTHCENTER MALL y y Ak s ACCESSIBILITY COMPLIANCE REQM'TS. BUILDING DEPARTMENT COMMENTS 1. poi...,42p3.9......, M ENGINEERING, INC. 700 BROOKSEDGE BLVD. 1E$TERVILLE, OHIO 43081 TEL.: 614- 818 - 3I FAX: 614- 818 -R31 COLLEEN REZABECK, E- MAIL :crexabeck@m- corporations.com UPDATED ELECTRONIC FILES FOR TI PROJECT CAN BE VIEWED OR DOWNLOADED FROM THE DIGITAL PLANROOM AT www.franklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD 614 885 - 6894. ( ) KEY TO ABBREVIATIONS ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 2. ALL REQUIRED DOORWAYS SHALL BE 3' -0" x 6' -8" (MINIMUM). 3. WAND ACTIVATED DOORS SHALL 13E OPERABLE WITH SINGLE EFFORT TYPE HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 4• HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 5. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48 AS MEASURED AT RIGHT A.F.F. ALUM. ALUMINUM INUM 15N FLOOR G.C. GENERAL (130ARD) ACTOR FLEX. PLEXIGLAS PLYWD PLYWOOD B /W. BACKWRAP PREFIN. PREFINISHED BLK G. BLOCKING N.C. HANDICAPPED BD. BOARD WGT. HEIGHT RAD. RADIUS H,D -F. HIGH DENSITY REQ'D. REQUIRED FIBERBOARD G /W. CASHWRAP R.O. ROUGH OPENING CLG, CEILING HORZ, HORIZONTAL (REF). REFERENCE . CENTERLINE HR. HOUR SECT. SECTION COL. COLUMN INLAND. INCANDESCENT SWT. SHEET GONR. CONSTRUE INT. INTERIOR SIM• SIMILAR CONSTR. CONSTRUCTION MANAGER SQ. SQUARE . CONSTRUCTION C.M. .M CONT. CONTINUOUS K.D. KNOCK DOWN STRUCT, STRUCTURE C.T.F. CUT TO FIT L.L. LEASE LINK LAV. LAVATORY TEMP. TEMPERATURE EA, EACH THRU. THROUGH ELEV. ELEVATION MFG. MANUFACTURER �P, TYPICAL EQ. Q. EQUAL M. MASONRY OPENING EX. EXISTING MAX. MAXIMUM U.N.O. UNLESS NOTED OTHERWISE EXTERIOR MECH. MECHANICAL M.D,F. MEDIUM DEN. :T'i FIBERBOARD V.I.F. VERIFY IN FIELD S F.D. FIELD DETERMINED FIN. FINISH M.p.p. MEDIUM DENSITY OVERLAY VERT. VERTICAL V.C. VOLUME CONTROL MIL. METAL FL.D. FLOOR DRAIN MIN. MINIMUM W/ WITH FL. FLOOR MISS. MISCELLANEOUS 1A1/0. WITHOUT F.O. FINISHED OPENING ND. WOOD F.R. FITTING ROOM N.I.C. NOT IN CONTRACT F.R.T. FIRE RETARDANT THE TED N.T.S. NOT TO SCALE F,R,P. FIBERGLASS REINFORCED PANEL N.P. NEUTRAL PIER ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 6. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLD AND FLOOR LEVEL " CHANGES BETWEEN 1/4 AND 1/2 SHALL BE BEVELED WITH A SLOPE No GREATER THAN 1:2. 7. MAX. EFFORT TO OPERATE INTERIOR DOORS SHALL NOT EXCEED 5 LBS WHEN FIRE DOORS ARE REQUIRED MAX. EFFORT MAY BE INCREASED TO MINIMUM RATING OF FIRE CODE 8. FLOORS TO BE SLIP - RESISTANT, WITH A SLIP COEFFICIENT OF .6 OR HIGHER.. 9. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN 3 -0" NOR MORE THAN 4' - ABOVE THE FLOOR OR WORKING PLATFORM. 10.BOT1"OM OF THE MIRROR @ H.C. TING FIT ROOMS SHALL BE LOCATED WITHIN 18" OF THE FLOOR. II. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48 „ FROM THE FLOOR. REVISIONS shall be made to of wor without prior approval of Tu kwila Buildr� Division, NOTE Revisions WI�II require a new submi�tai and f118 include additional Ian review fees. y' p AREA CALCULATIONS APPROX. GROSS AREA - 8 790 SQ.FT. APPROX, SALES AREA - 5 931 SQ. / 12.GRAB BARS FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS. POINT LOAD BEARING SHEAR AND TORSION. 13•WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOILET (EXCEPT TANK TYPE) THE FORGE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBS. 14.LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 15" MIN. (IS" IN CALIFORNIA) FROM SIDENALL WITH RIM OF SINK NO HIGHER THAN 34 FROM FINISH FLOOR. 15. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORGE NOT EXCEEDING 5 LBS. I6.SELF- CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS- 17.WATEP. COOLER SHALL CONFORM TO REQUIREMENTS OF THE ADAAG 1992 18.1-10T WATER PIPES UNDER LAVATORY SHALL B E INSULATED PER PLUMBING SPECIFICATIONS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. THESE DRAWINGS HAVE BEEN REDUCED FROM THEIR ORIGINAL SIZE OF 30 !f X42 �� ORIGINAL TO ACCOMMODATE THE BUILDING DEPARTMENT REQUIREMENTS THE 7 DRAWING SCALES STATED ON ALL SHEETS ARE THEREFORE NOT VALID. APPROX. \O\ SALES AREA - 2 SQ.F L \EAR FEET OF STOREFRONT - , :7 THIS SET OF ALL DESIGN UPDATES I S INCLUSIVE THROUGH: HDU °OO85 ADA STANDARDS LANDLORD COMMENTS -07 Note: ADA specifications are a summary of requirements, and (2) Other Doors. (4) Tensile force induced in a fastener by a direct tension force are intended to be noted for reference only. G.C. shell] follow of 250 Ibf (1112N plus the maximum moment from the application all guidelines , figures and specifications of ADA for (a) exterior hinged doors : (Reserved). of 250 lbf (1112N) be less than the allowable withdrawal load accesibility compliance. between the fastener and the supporting structure. (b) interior hinged doors : 5 lbf (22,2N) FILE COPY , RECEIVED LANDLORD DATE. 9 -6 -07 CITY of Tul(WILA vu .1 5 [uui � i PERMIT DATE: ~ O7 PERMIT CENTER (5) Grab bars shall not rotate within their fittings. 4.5.2 Changes in Level (c) sliding or folding doors : 5 lbf (22.2N) These forces do not a 1 to the farce required to retrer latch 4.27 CONTROLS AND OPERATING MECHANISMS Changes in level up to 1/4" may be vertical and without edge ppY qP t " a bolt or di sen g a g e other devices that. may hold the door in a closed 4,27,3 Wei ht treatment, changes in level between 1/4 and 1/2 shall be g posisition. beveled with a slope no re than 1:2• Changes in level The highest aaerable part of controls, dispensers, receptacles, E 3.2 greater than 1/2" shall be accomplished by means of a ramp 4.26 HANDRAILS, GRAB BARS, AND TUB AND SHOWER SEATS and other operable equipment shall be placed within at least o that complies with 4.7 or 4.8 of the reach ranges speciFied in 4.2,5 and 4.2.6. Electrical and m 4.26.2 Size and Spacing of Grab Bars and Handrails communications syste receptacles on walls shall be mounted no 4.13.8 Thresholds at Doorways less than 15 in (380 mm) above the floor. The nominal diameter or width of the gripping surfaces oF a handrail or grab Thresholds at doorways shall not exceed 3/4 in (19 mm) in height for EXCEPTION: These do the Is is Approval �^ � f 1 ,, . . I r � l ( , F - .., , / Is 4 / / //A.∎ B � .. � ! `ter � � BID DATE: 11. -12 -07 REVISIONS 4 INDICATES NO REVISION THIS SHEET REV. NO• DATE COMMENTS b shall be 1 -1/4 in to I - I/2 in (32 mm to 38 mm), or the shape shall requirements not apply where use oF special exterior sliding doors or 1/2 in (13 mm) for other types of doors. provide an ivalent gripping surface. IF hmdrails or grab bars ore mounted equipment dictates otherwise or where electrical and communications Raised thresholds and floor level changes at accessible doorways shall o a wall, the space be the wall and the grab bar shall be 1 -1/2 in (38 systems receptacles are not normally intended for use by building -- =�. SEPARATE AP' may. /t p aNirT AND i, be beveled with a slope no greater than 12 (see 4.5.2). mm) (see Fig. 39(a), 39(b), 39(c), and 39(e)). Handrails may be located occupants, 4.13.9 Door Hardware in a recess if the recess is a maximum of 3 in (75 mm) deep and extends 4.30 SIGNAGE at least 18 in (455 mm) above the top oF the rail (see Fig. 39 (d) ). Handles, pulls, latches, locks, and other operating devices on accessible 4.30.4 Raised and Brained Characters and Pictorial Symbol Signs doors shall have a shape that is easy to grasp u th one hand and does 4.26.3 Structural Strength Letters and numerals shall be raised l/ 2 in, upper case, sans serif not require tight grasping, tight pinching, or twisting of the wrist to or simple serif type and shall be accompanied with Grade 2 Braille. operate, Lever - operated mechanisms, push -type mechanisms , and The structural strength of grab bars, tub and shower seats, Raised characters shall be at least 5/8 in (16 mm) high, but no U-shaped handles are acceptable designs ,When sliding doors are fully fasteners, and mounting device shall meat the following s higher than 2 in (50 mm). Pictograms shall be accompanied by open, operating hardware shall be exposed and usable from both sides. the equivalent verbal description placed directly below the pictogram. Hardware required for accessible door passage shall be mounted no (I) &ending stress in o grab bar or seat induced by the The border dimension of the pictogram shall be 6 in ( 152 mm) higher than 48 in (1220 mm) above finished floor. maximum bending moment from the application of 250 IV minimum in height. (1112N) shall be less than the allowable stress for the material 4.13.10 Door Closers oF the g rab bar or seat. 4 Mounting Location and Height If a door has a closer, then the sweep period of the closer shall be (2) Shear stress induced in a grab bar or seat by the application adjusted so that from an open position of 70 degrees, the door will of 250 IV (1112N shall be less than the allowable shear stress Where permanent identification is provided for rooms and spaces take at least 3 seconds to move to a point 3 in (75 mm) from the for the material of the grab bar or seat. If the connection signs shall be installed an the wall adjacent to the latch side of the latch, measured to the leading edge of the door. between the grab bar or seat aid its mounting bracket or other door. Where there is no wall space to the latch side of the door, support su PP is considered to b e f all Y restrained then direct and including signs laced 9,13.11 poor Opening Force 9 at double leaf doors , gn shall be placed the n earest torsional shear stresses shall be totaled for the combined shear adjacent wall, Mounting height shall be 60 in 1525 mm above the stress, which Shall not exceed the allowa she ar stress, g g ( ) The maximum Force For pushing or pulling open o door shall , finish floor to th centerlin of the sign . Mounting P 9 p 9 P g location for such be as follows : (3) Shear force induced in a fastener or mounting device from signage shall be so that ❑ person may approach within 3 in (76 the application of 250 Ibf (1112N) shall be less than the allowable mm) cf signage without encountering protruding objects or standing (I) Fire doors shall have the minimum opening force allowable by lateral load oF either the fastener or mounting device or the within the swing of a door) the appropriate administrative authority. supporting structure whichever is the smaller allowable load. . . __ • .... ,.. .. . • Ai i'ROVAL of TIMM REQUIRED BUILDING DIVISION ' SEPARA TE P ror REQUIRE p MOChanICa EIBCtriC� lambing i Gas Pip ng of T City e B D%VI SION ,_......,...... ...,...__, . .. .. r - �® REVISION DIRECTIVE KEY L•L• -LANDLORD DIRECTIVE S.D. - BUILDING DEPT. DIRECTIVE T.D. - TENANT DIRECTIVE G.C. - CONTRACTOR DIRECTIVE 1\11. 708 / / ;�•' il � � r 1 i .� 5 : 'L , ,ems k lECT AS�1d TC)PJ • y '0 c]` ' TVI L J 'MEET PARTS LIST SERGER IThl NUMBER DESCRIPTION OTT/STORE 3 END CAP- 4' RD. GUTTER 2 1 1/2 RD. 4' GUTTER (10 LENGTH) 2 I 112 RD. 4' GUTTER (2d 1-5NGT11) I 6 4' OUTSIDE MIER 2 6 3" OUTLET TIJSE IV Pt:°P R1vE HOLES 2 7 3 RD. CORRUGATED ELBOWS 6 2 3 D. PIPE (10 LENGTH) 2 24 3 RP. SICKLE 1400K 6 R 210 COMOINATION HANGER 28 31 COPPER POP RIVETS 100 B 3° SLIP JOINT CONNECTOR 22 SECTION 01100 - SUMMARY NOTE: I F ICEO SCI-4 EDULE 15 NOTED ON 51-1EET A2 .1, TI-4AN THOSE NUMBERS OR PRODUCTS S1-4ALL OVERRIDE PRODUCT SPECIFICATIONS INDICATED IN THIS SCHEDULE, OTHERWISE, NO 'OR EQUALS' SHALL BE PERMITTED UNLESS SPECIFICALLY REQUIRED BY OWNER. PART I GENERAL 1.1 PROJECT C01451STS OF CONSTRUCTION OF A NEN HOLLISTER CO. RETAIL STORE, INCLUDING ALL MECHANICAL AND ELECTRICAL WORK. PROJECT KILL BE CONSTRUCTED UNDER A SINGLE GENERAL CONSTRUCTION CONTRACT IN A SINGLE PHASE. 1.2 GENERAL CONTRACTOR SHALL HAVE FULL USE OF PREMISES FOR CONSTRUCTION OPERATIONS DURING CONSTRUCTION PERIOD. A. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL ME LANDLORD'S REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PERFORMANCE OF ANY 'NOISY OR DISTURBING' CONSTRUCTION TECHNIQUES OR PROCEDURES DURING HOURS WHEN THE MALL OR STORF-5 ARE NOT OPEN FOR OPERATION, SAFETY PROCEDURES AND OPERATION OF GAS POWERED EQUIPMENT. B. THE CONTRACTOR SHALL COOPERATE KIM THE LANDLORD AND TENANTS OF ADJACENT SPACES IN SCHEDULING WORK IN ORDER TO CAUSE ME LEAST INCONVENIENCE TO PERSONNEL AND PROPERTI WE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SECURITY REQUIRED WHILE WORKING IN ADJACENT SPACES. 1.3 CODES AND STANDARDS: ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND UXAL BUILDING CODES. 1.4 CONTRACT DOCUMENTS A. DRAWINGS AND SPEOFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND INI-IAT (9 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE INTIRE COMPLETION OF THE WORK DESCRIBED IN ME CONTRACT DOCUMENTS AND REASONABLY IMPLIED THEREFROM TO PRODUCE THE INTENDED RESULTS. 13. IN THE EVENT OF INCONSISTENCIES WITHIN OR BETNEEN CONTRACT DOCUMENTS, WE GONTRACTOR SNALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND SHALL COMPLY WITH THE MORE STRICT MEANINGS. C, IF 114E CONTRACTOR FINDS ANY PERCEIVED CONFLICT, ERROR, OMISSION OR DISCREPANCY ON OR BETWEEN THE DRA1ING5 AND SPECIFICATIONS, OR ANY OF ME CONTRACT DOCUMENTS, THE CONTRACTOR, BEFORE PROCEEDING W ITN WE WORK, 511ALL CONTACT ME OWNER'S CONSTRUCTION MANAGER FOR AN INTERPRETATION OR CI-ARIFICATION, ME CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED IF WORK PROCEEDS WITHOUT TNE OWNER'S RESPONSE. 1.5 SEPARATE COiNTRACTS: OWNER WILL AWARD SEPARATE CONTRACTS FOR CERTAIN CONSTRUCTION OPERATIONS AT PROJECT SITE. MESE OPERATICNS WILL BE CONDUCTED SIMULTANEOUSLY WIT11 WORK UNDER MIS CONTRACT. THESE CONTRACTS WILL A INCLUDE THE FOLLOWING: L WOOD FINISH FLOORING: A SEPARATE CONTRACT WILL BE AWARDED TO FURNISH AND INSTALL FINISHED WOOD FLOORING, INCLUDING ALL SUB-FLOORING AND FASTENERS AT TI4E SALES ROOMS AND PORCHES. FINsi NCOD FLOORING CONTRACT WILL INCLUDE WOOP THRESHOLDS AT OPENINGS AS DETAILED ON THE DRAWINGS AND PORCH STEPS/EDGING. 2. SOUND SYSTEM: A SEPARATE CONTRACT WILL BE AWARDED TO FURNISH AND INSTALL A COMPLETE SOUND SYSTEM FOR THE STORE. 3. ROOF TILE: A SEPARATE CONTRACT WILL BE ANARDED TO FURNISH AND INSTALL THE ROOFING TILES ON TNE PORCH AT STOREFRONT. 4. FAUX PAINTING. 5. SECURITY SYSTEMS. 6. PHONE MD DATA. 7. CCTV (WHERE APPLICABLE) B. COOPERATE FULLY HIM SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE CARRIED CUT SMOOTHLY, WITHOUT INTERFERIN IT11 OR DELAYING WORK UNDER TI415 CONTRACT. CONTRACTOR IS REQUIRE.D TO PROVIDE COMPLETED WORK IN A TIME-Y MANNER SO AS NOT TO DELAY OWNER'S CONTRACTORS. I. OWNER SUPPLIED MATERIALS (OSM) A. OWNER WILL FURNISH PRODUCTS AS INDICATED IN THE RESPONSIBILITY SCHEDULES ON 114E DRAWINGS AND AS INDICATED IN THE BID PACKAGE. ME NORK INCLUDES PROVIDING SUPPORT SYSTEMS TO RECEIVE OWNER'S PRODUCTS, L OWNER WILL ARRANGE AND PAY FOR DELIVERY Of OSNIS ACCORDING TO SCHEDULE CONTAINED IN THE BID PACKAGE 2. AFTER DELIVERY, CONTRACTOR WILL INSPECT DELIVERED ITEMS FOR DAMAGE. 3. IF ONNER-FUREIISHED ITEMS ARE DAMAGED, DEFECTIVE, OR MISSING, CONTRACTOR NULL CONTACT ME OWNER. 4, CONTRACTOR 15 RESPONSIBLE FOR RECEIVING, UNLOADING, AND HANDLING OSMS AT PROJECT SITE. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OSMS FROM DAMAGE DURING STORAGE AN HANDLING, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS. 6. IF 0511 ARE DAMAGED AS A RESULT OF CONTRACTORS OPERATIONS, CONTRACTOR SHALL REPAIR OR REPLACE THEM. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ANY OFF SITE STORAGE AND OR FREIGHT AND SHIPPING CHARGES IF HE 15 UNABLE TO ACCEPT DELIVERIES OF OSII 1.7 THE CONTRACTOR 5I4ALL FURNISH DUMPSTERS AS REQUIRED FOR 111E EXCLUSIVE USE BY STORE PERSONNEL DURING MERCHANDISING. TI-IE CONTRACTOR SHALL INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EXCEEDS 8, 000 SQUARE FEEI, THE CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DUMPSTER. PART 2 - PRODUCTS (NOT USED) FART 3 - EXEOJTION 3.1 NIGHT BEFORE STORE OPENING, THE CONTRACTOR SHALL PERFORM THE FOLLOWING ACTIVITIES. CONTRACTOR'S SUPERINTENDENT OR PROJECT MANAGER 514ALL BE PRESENT FOR THIS WORK. A. STAPLE ALL RUGS ft ATTA04 ANY AND ALL PROPS AS REQUIRED C, TOUCH UP PAINT (2 NIGHTS PRIOR TO OPENING OF STORE) D. CLEAN STORE (2 NIGHTS PRIOR TO OPENING OF STORE) SECTION 01700 - PROJECT CLOSEOUT PART I - GENERAL 1.1 THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO INSPECTION PROCEDURES, PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WARRANTIES, INSTRUCTION'S OF OMER'S PERSONNEL AND FINAL CLEANING, 1.2 PROJECT RECORD DOCUMENTS, WARRANTIES AND OPERATION AND MAINTENANCE MANUALS: PROVIDE IN ACCORDANCE NIT]] HOLLISTER'S BID PACKAGE REQUIREMENTS, PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING! PERFORM DEMONSTRATION AND OPERATIONAL INSTRUCTIONS/TRAINING IN ACCORDANCE WITH HOLLISTER'S BID PACKAGE REQUIREMENTS. 3.2 FINAL CLEANING: THE CONTRACTOR SHALL TURN OVER THE PROJECT IN A CLEAN, DUST FREE, DIRT FREE CONDITION. THE CONTRACTOR %ALL EMPLOY A PROFESSIONAL. CLEANING SERVICE, EMPLOYING ONLY TRAINED PERSONNEL. SITE TO BE 'SPARKLING CLEAN' ON TURNOVER, AS WELL AS FINAL CLEANING - 11-1E NIGHT BEFORE STORE OPENING. A. CLEANING SHALL INCLUDE, BUT NOT E3E LIMITED TO: L STOREFRONT GLASS (INSIDE AND OUT) 2. MIRRORS 3, STOREFRONT WOOD AND METAL SURFACES 4. SIGNS 5. CABINETS, INCLUDING SRELVES, BASES, VALANCES, FILLERS AND END PANELS 6. FLOORING 7, PRESENTATION ITEMS, PROPS AND TRADE FIXTURES B. WALLS AND BASES RESTRCOLI FIXTURES AND ACCESSORIES 10. NON SALES AREA SHELVING, STORAGE PLATFORMS ETC. LIGI-IT FIXTURES INCLUDING CANS, TRIM, TRACKS AND TRACK HEADS, ft CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL AREAS OUTSIDE OF THE LEASE SPACE THAT HAVE BEEN UTILIZED IN CONJUNCTION WITH HIS WORK. COMPLY WITH REDUIREMENTS OF THE LANDLORD. SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 MIS SECTION INCLUDES THE FOLLOWING AS INDICATED ON - ME DRAWINGS: A. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF A BUILDING OR STRUCTURE. TNE CONTRACTOR SHALL F3E RESPONSIBLE FOR 114E REMOVAL AND OFF SITE DISPOSAL OF ALL ISTING LEASE POD IMPROVEMENTS INCLUDING BUT NOT LINITEI) TO INTERIOR WALLS AND CEILINGS, FLOOR COVERINGS AND ADHESIVES, PLATFORMS, FIXTURES, LOOSE EQUIPMENT AND FURNITURE, STOREFRONTS, ETC. ALL E(15TING UNUSED MECHANICAL AND ELECTRICAL FIXTURES, EQUIPMENT AND PIPING, DUCTWORK AND CONDUITS SHALL BE REMOVED EXCEPT WHERE INDICATED ON WE MECHANICAL AND ELECTRICAL DRAWINGS. B. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS WHERE INDICATED ON ME DRAWINGS. C. REPAIR PROCEDURES FOR SELECTIVE DEMOLITIGN OPERATIONS INCLUDING PATCHING OF ROOF SURFACES H-IERE eQUIPMEW HAS BEEN REMOVED. 1.2 EXCEPT FOR ITEMS OR MATERIALS INDICATED TO E3E REUSED, SALVAGED, REINSTALLED, OR OTHERNISE INDICATED TO REMAIN LANDLORD PROPERTY, DEMOLISHED MATERIALS SMALL BECOME CONTRACTOR'S PROPERTr AND SHALL BE REMOVED FROM PROJECT SITE MD DISPOSE) OF IN A LEGAL MANNER. L3 PRE-DEMOLITIGN CONFERENCE; CONDUCT CONFERENCE AT PROJECT SITE WITI4 THE LANDLORD'S ON SITE MANAGER TO REVIEW METHODS AND PROCEDURES RELA TO SELECTIVE DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY DEMOLISHED. 5. REVIEW STRUCTURAL LOAD LIMITATIONS OF EXISTING STRUCTURE. C. RENIEN AND FINALIZE SELECTIVE DEMOLITION SCHEDULE AND VERIFY AVAILA13ILITY OF MATERIALS, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. COORDINATE AVAILABILITY OF DUMPSTER PLACEMENT NITH THE LANDLORD'S ON SITE MAN.AGER. D. REVIEW REQUIREMENTS FOR DEMOLITION OPERATIONS THAT ARE 'NOISY OR DISTURBING', REQUIREMENTS FOR DUST AE3ATEMENT AND ACCESS DISPOSAL LXATIONS. 1.4 PROJECT CONDITIONS A. MAINTAIN ACCESS AND CODE REQUIRED CLEARANCES TO EXISTING WALKWAYS, CORRIDORS, AND OTHER ADJACENT OCCUPIED OR U5ED FACILITIES. DO NOT CLOSE OR OBSTRUCT WALKWAYS, CORRIDORS, OR OMER OCCUPIED OR USED FACIUTIES WITHOUT KRIT PERMISSION FROM AUTHORITIES HAVING JURISDICTION B. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF AREAS TO BE SELECTIVELY DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL. BE MAINTAINED AS FAR AS PRACTICAL. C. 14A2ARDOU5 MATERIAL-5: • IT 15 NOT.EXPECTED TWAT HAZARDOUS MATERIALS WILL BE IENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT 1)15TURB; IMMEDIATELY NOTIFY' OWNERS CONSTRUCTION MANAGER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT, D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE PERMITTED. E. UTILITY SER.VICE: MAINTAIN E(ISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS, MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS. F. GENERAL CONTRACTOR IS TO MAINTAIN ADEQUATE TEMPORARY LIGHTING FOR GENERAL ILLUMINATION AND EMERGENCY LIGHTING/ EXIT SIGNS AS REQUIRED PER CODE FOR MEANS OF EGRESS DURING TI-IE ENTIRE DEMOLITION, PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 NII-IE4 UNANTICIPATED MECI4ANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE INF NATURE AND EXTENT OF CONFLICT. PROMPTLY SUE3MIT A WRITTEN REPORT TO °INNER'S CONSTRUCTION MANAGER. 3.2 UTILITY SERVICES A. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL TEMPORARY UTILITIES. GC SHALL BE BACK-CHARGED IF LANDLORD BILLS ME OWNER. B. EXISTING UTILITIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT TI4E11 AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. CONTRACTOR 54ALL EXERCISE E(TREME CAUTION WRING DEMOLITION PROCEDURES 50 AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH PASS THROUGH TS SPACE, TO SERVE 0 TENANT SPACES OR MALL FACILITIES. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FCYR REPAIR OR REPLACEMENT OF ANY SERVICES DAMAGED OR DISRUPTM. I. DO NOT INTERRUPT IXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING sr LANDLORD AND AUTHORITIES WAVING JURISDICTION, PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO IE(15T1NG UTILITIES, AS ACCEPTABLE TO OWNER AND TO AUTHORITIES HAVING JURISDICTION. C. unurr REGUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. I. LANDLORD WILL ARRANGE TO SHU OFF INDICATED UTILITIES WHEN REQUESTED BY CONTRACTOR. 2. IF UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELATED, OR ABANDONED, BEFORE PROCEEDING NITH SELECTIVE DEMOLITION PROVIDE TEMPORARY UTILITIES TI-IAT E3'PASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER PARTS OF BUILDING. 3. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING, 4. GENERAL CONTRACTOR 5I4ALL APPLY FOR AND INSTALL ALL REQUIRED METERS 35 PREPARATION A. SITE ACCESS ANI) TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES, I. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM LANDLORD AND AU HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES ARGUN!) CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. 2. ERECT TEMPORARY PROTECTION, SUCH AS N1ALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WERE REQUIRED BY AUTHORITIES WING JURISDICTION, 3. PROTECT EXISTING 5ITE IMPROVEMENTS, APPURTENANCES, ANI) LANDSCAPING TO REMAIN, B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTI-IER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACEIT BUILDINGS AND FACILITIES TO REMAIN, 1, PROVIDE PROTECTION TO ENSURE 5AFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF }BUILDING. 2. PRCNIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN SELECTIVE DEMOLITION OF VISTING CONSTRUCTION ON ECTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS, 3. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER ISTING FINISH WORK TWAT ARE TO REMAIN OR THAT ARE Ek'POSED DURING SELECTIVE DEMOLITION OPERATIONS. C, TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF EXISTING BUILDING AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM E{POSURE, FOUL WEATHER, 0111ER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE TEMPORARY WEATHERTIGI-IT EN FOR BUILDING EXTERIOR. I. WHERE HEATING OR COOLING 15 NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, PROVIDE INSULATED TEMPORARY ENCLOSURES. COORDINATE ENCLO5URE WITH VENTILATING AND MATERIAL DRYING OR CURING REQUIREMENTS TO AVOID DANGEROUS CONDITIONS MD EFFECTS. D. TEMPORARY PARTITIONS: ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FRO1 FUMES AND NOISE. 3.4 POLLUTION CONTROLS A. DUST CONTROL: USE WATER MIST, TEMPORARY ENCLOSURES, AND OHER SUITABLE METHODS TO LIMIT SPREAD Of DUST AND DIRT. COMPLY WITH LANDLORD'S REGULATIONS, B. DISPOSAL: REMOVE AND TRANSPORT DEBRIS N A MANNER 111AT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. I. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, 14015T OR OTHER DEVICE MAT WILL CONVEY' DEBRIS TO GRADE LEVEL IN A CONTRCLLED DESCENT. C. CLEANING: CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 35 SELECTIVE DEMOLITION A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE 5C1ENT REQUIRED 5Y NEW CONSTRUCTION AND AS INDICATED, USE MEMODS REQUIRED TO COMPLETE TI-IE WORK WIMIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: 1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION, USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN, 2. CUT OR DRILL FROM T14E E(POSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. 3, DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. 4, MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS 50 AS NOT TO IMPOSE E(CESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. 7. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES THAT ARE TO REMAIN TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 5. EXISTING FACILITIES: COMPLY WITH LANDLORD'S REQUIREMENTS FOR USING MD PROTECTING ELEVATORS, STAIRS, VIAU:NLAYS, LOADING DOCKS, BUILDING ENTRIES, AND 0T1-ER BUILDING FACILITIES DURING SELECTIVE DEMOLITION OPERATIONS. C. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. D. CONCRETE SLABS-ON-GRADE: SAW-OJT PERIMETER OF AREA TO BE DEMOLISHED, THEN BREAK UP AND REMOVE. E. RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RECI-NP AND ITS ADDENDUM. I. REMOVE RESIDUAL ADHESIVE AND PREPARE SUBSTRATE FOR NEW FLOOR COVERINGS BY ONE OF THE METHODS RECOMMENDED BY RFCI. F. ROOFING: REMOVE NO MORE EXISTING ROOFING TAN CAN 13E COVERED IN ONE DAY II3Y NEN ROOFING. REFER TO APPLICABLE DIVISION 7 SECTION FOR NEW ROOFING REQUIREMENTS, 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL: PROMPTLY DISPOSE Cf DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-5ITE. B. BURNING: DO NOT BURN DEMOLISHED MATERIALS. 3.7 VERIFICATION OF EXISTING CONDITIONS A. IMMEDIATELY UPON COMPLETION OF DEMOLITION OPERATIONS AND PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER OF ANY DESCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS FOR THE FOLLOWING I. OVERALL WIDTH (FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD AT DEMISING WALLS FOR EACH VARIANCE IN DIMENSION. 2, OVERALL LENGTH (LEASE LINE TO INNER FACE a GYPSUM BOARD ON REAR WALL) FOR EACH VARIANCE IN DIMENSION. 3, ANY AND ALL COLUMN LOCATIONS (FREE STANDING OR PROJECTING) 4, AVAILABLE CLEAR HEIGHT FOR STOREFRONT AND CEILINGS 5. ANY EXPANSION JOINTS, CLEAN-OUTS OR ACCESS PANELS, ETC. 6, ar IRREGULARITIES IN FLOOR SLAB ELEVATIONS. B. CONTRACTOR SHALL FORWARD T5 INFORMATION TO THE OWNER'S CONSTRUCTIN MANAGER IN WRITING, PRIOR TO COMMENCEMENT OF WORK. SECTION 02300 - EARTHWORK PART 1 •-• GENERAL 1,1 11115 SECTION INCLUDES ALL E(CAVATION AND BACKFILLING FOR FOUNDATIONS, CONCRETE FROST SLABS AND OTHER WORK AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS, PART 2 - PRODUCTS (NOT USED) PART 3 - IXECLTEION 3.1 CONTRACTOR SALL LOCATE ALL UNDERGROUND UTILITIES IN ME AREA OF EXCAVATIONS PRIOR TO COMMENCING WORK. COORDINATE WITH THE LANDLORD'S REPRESNTATIVE TO VERIFY ALL UNDERGROUND UTILITIES IN THE AREA. 3.2 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED 13T SETTLEMENT, LATERAL. MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTMORK OPERATIONS. PROTECT SUB-GRADES AND FOUNDATION SOILS AGAINST FREEZING TEMPERATURES OR FROST. 3,3 PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUB--GRADES AND FROM FLOODING. PROTECT SUB-GRAPES FROM SOFTENING, UNDERMINING, NIAS14CUT AND DAMAGE BY RAIN CR WATER ACCUMULATION, 3.4 BACKELL ALL EXCAVATIONS FOLLOWING COMPLETION OF FOUNDATIONS. TAKE PRECAUTIONS AS REWIRED SO NOT TO DISTURB OR MISALIGN FOUNDATIONS, COMPACT BACKFILL MATERIALS IN LIFTS TO ELIMINATE possisiLrry FOR FUTURE SETTLEMENT OF PAVEMENTS AND GRADES SURROUNDING STOREFRONT AREAS. SECTION 03301 - CONCRETE PART I - GENERAL 1.1 13115 SECTION INCLUDES PREPARATION OF EXISTING CONCRETE SLABS FOR NEW FLOOR FINISHES AND NEW CONCRETE SLABS ON GRADE WHERE INDICATED ON 111E DRAWINGS. ALL WORK BY GENERAL CONTRACTOR. 1,2 FLOOR SLAB PREPARATION: GENERAL CONTRACTOR SI-kLL PATCH TOP OF CONCRETE FLOOR SLAB TO OBTAIN A 5M0011-1, F1-1194 SURFACE. NEIN CONCRETE FLOORS SHOULD CURE A MINIMUM OF 28 DAYS BEFORE INSTALLATION OF SUB-FLOOR MATERIALS AND HAVE A !DENSITY GREATER TIIAN 90 LBS. PER CUBIC FOOT. FLOORS ON GRADE MUST BE PROPERLY HYDRATED. CHECK NE MOISTURE SUITABILITY Of THE SLABS ON GRADE. A. CONCRETE MOISTURE TESTING: G.C. 51-1ALL TEST CONCRETE SLABS USING EITHER (1) A MOISTURE METER MEASURING CHANGE IN RELATIVE HUMIDITY SUCH AS THAT AVAILABLE FROM BONE DRY PRODUCTS Of KEN051-1A, lI 262-564-8422 OR (2) MOISTURE MOISTURE MISSION CALCIUM CHLORIDE TEST KIT #625 AS AVAILABLE FROM TAYLOR TOOLS OF DENVER, CO. 303-371-7667. GENERAI- CONTRACTOR SHALL PERFORM AND RECORD ONE READING OF THE SLAB IN EACH OF THE SALES ROOMS, THE LOUNGE 22 AND THE STOCKROOM AREA. MEASUREMENTS TO BE CONDUCTED IN ACCORDANCE WIT11 MEASUREMENT METER MANUFACTURE1R5 INSTRUCTIONS. B. AVERAGE RELATIVE HUMIDITY CHANGE REAPING OF 801 OR BELOW OR MOISTURE EMISSION RATE READINGS NOT E(CEEDING 3 LB5. Of MOISTURE PER 1,000 SQ, FT. IN 24 HOURS IS ACCEPTABLE. IF READINGS EXCEED THESE LIMITS REPORT FINDINGS TO 14OLLISTER CONSTRUCTION MANAGER. FOR CONCRETE SLABS WITH RELATIVE RUMIDITY OR MOISTURE EMISSION READINGS ABOVE T1-1ESE ACCEPTABLE LEVELS G.C. WILL SCARIFY' OR SHOTBLAST SLAB AND APPLY A MOISTURE VAPOR BARRIER, AS MANUFACTURED BY BOSTIK, BONE DRY OR EQUAL. G.C. WILL ADVISE WOOD FLOOR INSTALLER OF THIS CONDITION SO THAT FLOOR INSTALLER WILL ARRIVE ON SITE PREPARED TO STALL FLOOR UTILIZING THE APPROVED FLOATING SUBFLOOR INSTALLATION PROCEDURE, C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING, REPAIRING OR REPLACEMENT OF E(ISTING CONCRETE SLABS. E(ISTING CONCRETE SLAB SURFACE SHALL BE SMOOTHED TO RECEIVE SUBFLOOR OR TILE, ENTIRE SLAB WILL BE LEVELED TO I/2 OVER 10-0' FOR - 114E SALES FLCOR AND 1/8 AT CASHWIRAP, BACKWRAP AND STOCKROOM USE SELF-LEVELING UNDERLAYMINT MATERIAL AS SPECIFIED IN 2.8 BELOW, FOLLOW ALL MANUFACTURERS' INSTALLATION SPECIFICATIONS. GENERAL CONTRACTOR SALL REPORT CONDITION OF CONCRETE SLAB AND PLAN FOR REMEDIAL ACTION IF NECESSARY TO OWNER'S CONSTRUCTION MANAGER DURING - 111E 2ND WEEK OF TI4E CONSTRUCTION SCHEDULE. D. NEIN CONCRETE SLABS TO RECEIVE PLYWOOD SUBFLOOR SHALL HAVE A SOFT BROOM FINISH AND EfISTING CONCRETE SLABS SHALL BE SCARIFIED OR 5+10113LASTED AS NECESSARY TO INSURE AND ACHIEVE ADHESION OF TI4E PLYWOOD TO THE SLAB. REMOVE PAINT OLD ADHESIVES OR OTHER IMPURITIES THAT WOULD HINDER ADHESION Of THE SUB-FLOOR MATERIALS, 1.3 QUALITY ASSURANCE: COMPLY WITH ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE', INCLUDING STEEL REINFORCEMENT AND SUPPORTS, CONCRETE MIXTURES AND I4ANDLING, PLACING AND CONSTRUCTING CONCRETE UNLESS MODIFIED BY - ri4E CONTRACT DOCUMENTS. L4 THIS SECTION INCUJDES CAST-IN-PLACE CONCRETE INCLUDING FORMWORK, REINFORCING, CONCRETE MATERIALS, PLACEMENT PRGCEDURE-5 AND FINISHING OF IXTERIOR FOUNDATIONS, FROST SLABS AND PORCH SLAB AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS. INCLUDES METAL FORMS FOR FROST SLAB SUPPORT. ALL WORK BY - n4E GENERAL CONTRACTOR. PART 2 - PRODUCTS 2.1 REINFORCING BARS: ASTM A6I5/A 615M, GRADE 60, DFORI1ED 2.2 PLAIN STEEL WELDED WIRE FABRIC: ASTM A IS, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS, 2.3 CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 1E0, TYPE 1 B. NORTAL WEIGNT AGGREGATES: As-rm CA UNIFORMLY GRADED, NOT EXCEEDING 3/4 INCI-I NOMINAL SIZE. NOMINAL MAXIMUM SIZE FOR FOUNDATIONS SHALL BE I-1/2'. C. WATER POTABLE COMPLYING WITH ASTN C 94 2.4 ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE NAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE COMPATIBLE INITh OTHER ADMIXTURES. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. A. AIR ENTRAINING ADMXTURES: AST11 C 94. 2.5 VAPOR RETARDER 10 MIL STEGONRAP BY STEGO INDUSTRIES 8T1-464-78341 2.6 CURING MATERIALS: CLEAN WATERBORNE MEMBRANE FORMING CURING COMPOUND, ASTM C 309, rrPE I CLASS B, 18 TO 22 PERCENT SOLIDS. VERIFY C.OMPATIBILITY OF CURING COMPOUNDS 111114 APPLICATION OF FINISH FLOORING MATERIALS INIT14 THE OWNER'S CONSTRUCTION MANAGER PRIOR TO APPLICATION, 2.7 CONCRETE MIXTURES: COMPLY WITH ACI 301 FOR CONCRETE MIXES. MATERIAL SHALL BE READY MIXED COMPLYING WITH ASTM. C94 UNLESS JOB SITE MIXES APPROVED BY NE OWNER'S CONSTRUCTION MANAGER. A. INTERIOR SLABS ON GRADE SHALL HAVE COMPRESSIVE STRENGTR OF 3,500 P5I; SUMP 4 +/- B. FOOTINGS SHALL HAVE COMPRESSIVE STRENGTH OF 3,000 P5I, NON-AIR-ENTRAINED. MAXIMUM 51_1J11P 4 +/- 1. C, EXTERIOR AND OTHER CONCRETE EXPOSED TO WEATHER: COMPRESSIVE STRENGTH OF 5,000 P5I, AIR ENTRAINED. MAXIMUM SLUMP +/- T. MINIMUM CEMENTITIOUS MATERIAL CONTENT TO BE 610 LB/CY, MAXIMUM LNATER/CEMENTITIOUS MATERIAL RATIO Of 0.40. 1. AIR CONTENT OF CONCRETE EXPOSED TO FREEZING AND OR DE-ICING CHEMICALS - 6 PERCENT. 2.8 PATCHING AND LEVELING CONCRETE MIXTURES: PROVIDE LATE{ SKIM COAT MATERIALS FOR PATCHING AND LE/ELI UP TO V2 INCH TNICKNESS RERE RECOMMENDED BY ThE MANUFACTURER. FOR AREAS REQUIRING THICKNESS GREATER THAN V2 NCH THICKNESS, USE ARDE( SELF LEVELING CONCRETE MIXTURE APPROVED BY THE ONNE1R CONSTRUCTION MANAGER. ARDE{ MATERIALS 51-1ALL BE K-I5, SELF-LEVELING UNDERLAYMENT CONCRETE FOR APPLICATIONS FROM FEATHEREDGE TO 5 A. ARDE( INC. 412404-1200 PART 3 - EXECUTION 3j STEEL REINFORCEMENT: COMPLY WITH CRSIS MANUAL OF STANDARD PRACTICE FOR FABRICATING, PLACING AND SUPPORTING REINFORCEMENT, A. JOINTS: CONSTRUCT JOINTS TRUE TO LINE INITH FACES PERPEVICULAR TO SURFACE PLANE OF CONCRETE. LOCATE CONSTRUCTION JOINTS AT LOCATIONS INDICATED OR AS APPROVED 13Y TNE LANDLORD B. PROVIDE CONTROL JOINTS IN SLABS ON GRADE BY SAW CUTTING INIT1-1 POWERED SAWS. CUT 1/8 WIDE JOINTS INTO CONCRETE WNEN curriNG ACTION WITH NOT TEAR, ABRADE OR OTHERWISE DAMAGE SURFACES AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. PROVIDE JOINTS AT 20 FOOT ON CENTER EACH MY UNLESS INDICATED OTHERWISE. 3.2 CONCRETE PLACEMENT: COMPLY W1114 RECOMMENDATIONS OF ACI 304R FOR MEASURING, NIXING, TRANSPORTING AND PLACING CONCRETE. DO NOT ADD WATER DURING DELIVERY OR AT PROJECT SITE. 3,3 FINISHING UNFORMED SURFACES: COMPLY WITH ACI 302.1R FOR SCREE1ING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. A. TROWEL FINISH: APPLY A HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEN OR TO BE COVERED WITH RESILIENT FLOORING, HOOD FLOORING, PAINT OR OTHER THIN FILM FINISH C0AT11.4 SYSTEM, B. TROWEL AND FINE BROOM FINISH: APPLY A PARTIAL TROWEL FINISH, STOPPING AFTER SECOND TROWELING, TO SURFACES INDICATED AND WHERE CERAMIC TILE 15 TO BE INSTALLED BY THINSET METHODS. IMMEDIATELY AFTER SECOND TROWELING, AND WHIN CONCRETE 15 STILL PLASTIC, SLIGHTLY SCARIFY SURFACES W1114 A FINE BROOM. 3,4 CONCRETE PROTECTION AND CURING: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD CR 140T TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD NEATNEIR PROTECTION AND FOLLON RECOMMENDATIONS IN ACI 305R FOR HOT WEATHER PROTECTION DURING CURING, BEGIN CURING AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACES, A. CURE FORMED CONCRETE FOR AT LEAST SEVEN DAYS BY MOISTURE CURING, MOISTURE-RETAINING COVER CURING, CURING COMPOUND OR A COMBINAT1014 OF THESE METHODS. PATCRING AND LEVELING MIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, SECTION 05400 - COLD FORMED METAL FRAMING PART I - GENERAL 1.1 11-11S SECTION INCLUDES EXTERIOR NON-LOAD BEARING WALL FRAMING AND MISCELLANEOUS FRAMING AS INDICATED ON THE DRMINGS PART 2 - PRODUCTS 2.1 STEEL STUDS: MANUFACTURER'S STANDARD CNSHAPED STUDS OF WEB DEPTPS INDICATED, PUNCHED, WITH STIFFENED FLANGES COMPLYING WITH ASTI1 C 95 AND AS FOLLOWS: A. MINIMUM UNCOATED STEEL THICKNESS: 18 GAUGE (0.0428 INCH) ID{CEPT WHERE ThICKER GAUGES INDICATED. FLANGE WIDTH 1 5/8 2.2 STEEL TRACK: MANUFACTURER'S STANDARD U-SHAPED TRACK OF WEB DEPTHS INDICATED, UNPUNCHED, WITH UNSTIFFENED FLANGES COMPLYING WITH AST11 C 95. GAUGE TO MATCR STEEL STUDS. 2.3 STEEL COATING FOR STUDS, TRACK AND ACCESSORIES SHALL BE GALVANIZED WITH MINIMUM G60 PER ASTM A 653/A 653m. A. FRAMING ACCESSORIES: PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND CONFIGURATION FOR SUPPLEMENTARY FRAMING, BRACING, BRIDGING AND SOLID BLOCKING, END CLIPS, ETC. FABRICATE OF SAME MATERIAL AND FINISI4 USED FOR FRAMING MEMBERS. B. CURING MATERIALS: CLEAN WATERBORNE MEMBRANE FORMING CURING COMPOUND, ASTM C 309, TYPE PART 3 - EXECUTION 3.1 INSTALL COLD-FORMED METAL FRAMING (CFMF) ACCORDING TO ASTM C 1007 UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. INSTALL FRAMING AND SECURELY ANCHOR TO SUPPORTING STRUCTURE. 3.2 INSTALL CFMF AND ACCESSORIES PLUM, SQUARE MD TRUE TO LINE AND WITH CONNECTIONS SECURELY FASTENED ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS AND REQUIREMENTS. 3,3 INSTALL CONTINUOUS TRACKS SIZED TO MATC11 STUDS. FASTEN BOTH FLANGES OF STUDS TO TOP AND BOTTOM TRACKS. ISOLATE NON-LOAD BEARING STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER Of VERTICAL LOADS WHILE PROVIDING LATERAL SUPPORT. INSTALL DEFLECTION TRACKS WHERE REQUIRED. 3.4 INSTALL. HORIZONTAL BRIDGING IN STUDS SPACED NOT MORE MAN Er APART. FASTEN AT EACH STUD INTERSECTION, INSTALL ROW OF HORIZONTAL BRIDGING WITHIN 18 INCHES OF DEFLECTION TRACK, BRIDGING %ALL BE COLD ROLLED STEEL CHANNEL, 3.5 INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING STUD KICKERS, CLIP ANGLES, ANCHORS AND FASTENERS TO PROVIDE A COMPLETE AND STABLE FRAMING SYSTEM. SECTION 05800 - EXPANSION CONTROL PART 1 - GENERAL 1.1 THIS SECTION INCLUDES E(PANSION JOINT DETAILS AT CEILING AND WALLS. A. DECORATIVE METALS: INSTALL OMER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFIN151-IED METAL, ETC... AS INDICATED ON DRAWINGS, PER MANUFACTURER'S RECOMMENDATIONS. G.C. TO MAKE TWO (2) SEPARATE ORDERS TO LAMBERT SHEET METAL INC. CONTACT: DANNY BLOTS (614)237-0384. PART 2 - PRODUCTS 2.1 GNIB CEILING AND WALLS TO GET USG 14093 BY G.C,, REFER TO DETAILS. 2.2 NON-SEISMIC FLOORING ID{PANSION JOINT TO BE SUPPLIED BY OWNER THRU LAMBERT SNEET METAL CO. (614) 237-0834, REFER TO DETAILS. 2,3 SEISMIC a(PANSION JOINTS NOT APPLICABLE 2.4 THE CONTRACTOR 15 RESPONSIBLE TO CAMINE THE S1JB5TRATE AND INSTALL CONTROL OR EXPANSION JOINTS AS REQUIRED DUE TO EXISTIts1G CONDITIONS. WHEN CONTROL JOINTS/EXPANSION JOINTS ARE REQUIRED, VE CONSTRACTOR 15 TO CONTACT TNE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL OF MEVODS OR SYSTEMS PRIOR TO INSTALLATION. G.C. TO IDENTIFY ALL JOINTS IF IN THE SUBSTRATE IN AREAS WITH FINISHED LIGHT WEIGHT CONCRETE FOR PURPOSE OF REPLICATION IN FINI5WED MATERIALS. (IF THE SLAB HAS A JOINT, 50 WILL THE FINISH FLOOR.) SECTION 06105 - CARPENTRY PART 1 - GENERAL 1.1 114IS SECTION INCLUDES WOOD BLOCKING, &WEANING, SUB-FLOORING AND PLYWOOD BACKING PANELS. 1.2 INCLUDES ROUGI4 CARPENTRY FOR EXTERIOR STOREFRONT FRAMING, PORCH ROOF CONSTRUCTION, BLOCKING, PLYWOOD 54IEATHING AND UNDERLA111ENT. L3 SECTION INCLUDES INSTALLATION OF ALL OWNER SUPPLIED MILLNORK, STANDING AND RUNNING TRIM, INTERIOR PANELING, SHELVING AND STANDARDS, CABINET CASENORK, AND DOORS AND FRAMES AS INDICATED ON THE DRAWINGS. A, MATERIALS OF QUESTIONABLE QUALITY SHALL NOT BE INSTALLED. IF MATERIALS Of QUESTIONABLE QUALITY ARE INSTALLED, THEY SHALL BE REPLACED BY THE CONTRACTOR AT I-115 SOLE IB(PBNSE WITH NO CONSIDERATION FOR ADDITIONAL TIME. 1.4 RECEIPT, INVENTORY, STORAGE AND HANDLING OF ALL OWNER SUPPLIED PRODUCTS SNALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR %IALL, WININ 48 HOURS OF RECEIPT OF PRODUCTS, NOTIFY THE ONNER CONSTRUCTION MANAGER Of ANY DISCREPANCIES, DAMAGES OR M1S5NG ITEMS. PART 2 - PRODUCTS 2.1 LUMBER: DOC P5 20 AND APPLICABLE RULES OF LUMBER GRADING AGENCIES CERTIFIED 13i AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW, FACTORY 11ARK EACH PIECE OF LUMBER WITH GRADE STAMP OF AGENCY. PROVIDE DIMENSION LUMBER WITH H PERCENT MAXIM1J141 MOISTURE CONTENT FOR CONCEALED APPLICATIONS. 2.2 FIRE RETARDANT TREATED MATERIALS: PROVIDE MATERIALS MAT COMPLY WIT14 PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND C27 (PLYWOOD), IDENTIFY ALL PRODUCTS WITH APPROPRIATE CLASSIFICATION MARKINGS OF UL OR ANOTHER TESTING AGENCY ACCEPTABLE TO THE AUTNORITIES HAVING JURISDICTION, 2.3 SHEATHING: A. PLYWOOD SHEATHING: APA RATED SHEATHING EXTERIOR, EXPOSURE I, THICKNESS AS INDICATED ON THE DRAWINGS. 114ICKNESS NOT LESS THAN 23/32'. B. /41ALL SHEATHING: APA RATED SHEATHING, ECTERIOR, E(POSURE I, THICKNESS A5 INDICATED ON THE DRAWINGS, MINIMUM THICKNESS 15/32. FIRE RETARDANT MATERIAL UNLESS 0114ERINISE INDICATED. C. ROOF 5EAThIN APA RATED SHEATHING, EXTERIOR, EXPOSURE 1, THICKNESS AS INDICATED ON TRE DRANIINGS, MINIMUM THICKNESS 15/32. FIRE RETARDANT MATERIAL UNLESS OTHERWISE INDICATED. 2.4 PLYWOOD BACKING PANELS: DCC PS I, EXPOSURE 1, C-D PLUGGED, FIRE RETARDANT TREATED NOT LESS THAN V2 TNICKNESS. 2.5 FASTENERS; PROVIDE FASTENERS OF SIZE AND TYPE INDICATED TNAT COMPLY WITH REQUIREMENTS OF GOVERNING AUTHORITIES, AS A MINIMUM COMPLY WITH TABLE 2345.2 ''FA5TENING SCHEDULE' IN THE BOCA NATIONAL DUILDING CODE. PROVIDE EASTENERS INITH HOT-DIP 7IN COATING COMPLYING WITI4 ASTM A153/A153M 14-1ERE ROO CARPENTRY 15 EXPOSED TO WEATHER. 2.6 BUILDING PAPER: ASPI4ALT SATURATED ORGANIC FELT C.OMPLYING WITH ASTil D226, TYPE 1 (NO, 5 ASPHALT FELT), UNPERFORATED. 2.7 SILL SEALER GASKETS: CLOSED CELL NEOPRENE FOAM, I/4 THICK. 2.B FIBERGLASS REINFORCED PANELS (FRP): K EML. I T E FIBERGLASS REINFORCED PLASTIC PANELING, FIR E-X GLASBOARD, PIN ITE - EMBOSSED FINISH, .09' THICKNESS. FURNISH WITI-1 PERIMETER MATCHING J-MOLDINGS AND TRIM. PART 3 - EXECUTION 3.1 SET ROUGH CARPENTRY WORK TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB, TRUE TO LINE, CUT AND FITTED, SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS INDICATED OR COMPLYING WITH FASTENING SCHEDULE CONTAINED IN LOCAL OR STATE BUILDING CODES, 3.2 PROVIDE FIRE RETARDANT LUMBER, SHEATRING AND SUB-FLOORING WHERE REQUIRED BY TI4E DRAWINGS OR GOVERNING ALTMORITIES, 3.3 BLOCKING AND NAILER INSTALLATION: INSTALL WERE INDICATED AND WHERE REQUIRED FOR ATTACHMENT OF OTHER WORK. PROVIDE N-WALL BLOCKING FOR ATTACHMENT OF ALL STORE FIXTURES, 3.4 SHEATHING: FASTEN WALL SHEATHING TO METAL FRAMING WITH SCREWS. SPACE PANELS 1/8 APART AT EDGES AND ENDS. 3.5 BACKING PANELS: SCREW TO SUPPORTS, 36 INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE AND ALIGNED WITH ADJACENT MATERIALS, SCRIBE AND CUT FINISH CARPENTRY TO FIT ADJOINING WORK. COUNTERSINK FASTENERS, FILL SURFACES FLUSH AND SAND INHERE FACE FASTENING 15 UNAVOIDABLE. 3.7 STANDING AND RUNNING TRIM: INSTALL. WITH A MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL-LENGT14 PIECES FROM MAXIMUM LEKTHS OF TRIM AVAILA13LE. DO NOT USE PIECES LESS THAN 24 ECEPT WHERE NECESSARY. STAGGER JOINTS IN ADJACENT AND RELATED STANDING AND RUNNING TRIM, COPE AT RETURNS AND MITER AT CORNERS TO PRODUCE TIGHT-FITTING JOINTS WITI4 FULL SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. USE SCARF JOINTS FOR END-TO-END JOINTS. A. BACK CUT FLAT TRIM TO PREVENT WARPING AND DRILL INHERE NECESSARY TO PREVENT SPLITTING. 3.8 MILLWORK AND CABINETS: INSTALL MILLWORK AND CABINETS WITHOUT DISTORTION AND ANCHOR SECURELY TO BLOCKING AND SUPPORTS. 3.9 SEE MILLWORK INSTALATION DRAWINGS. 3.10 DOORS AND FRAMES: INSTALL DXR5 AND FRAMES, INCLUDING OWNER SUPPLIED MILUNORK DOORS PER INDUSTRY STANDARDS. INSTALL DOORS WITH EVEN SPACES ON ALL SIDES. 3.11 PROTECTION: THE CONTRACTOR SI-IALL BE RESPONSIBLE FOR PROTECTING ALL MILLNIORK, CA.BNET5 AND TRIM, PROVIDE. VISQUEEN, CARDBOARD ETC AS REQUIRED. SECTION 07210 - BUILDING INSULATION PART I - GENERAL 1.1 THIS SECTION INCLUDES INSULATION UNDER SLABS ON GRADE, CONCEALED BUILDING INSULATION AND VAPOR BARRIERS N-IERE SPECIFICALLY REQUIRED ON T14E DRAWINGS.. L2 PROVIDE INSULATION WITH FIRE TEST RESPONSE CHARACTERISTICS ACCEPTABLE TO ALTMORITIES HAVING JURISDICTION, IDENTIFY MATERIALS WITN APPROPRIATE MAIRKING5 OF APPLICABLE TESTING AND INSPECTING AGENCY, PART 2 - PRODUCTS 2.1 EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE VII, 2.20 LWCU.FT. KITH MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDICES OF 75 AND 450 RESPECTIVELY, 2,2 FACED MINERAL FIBER BLANKET INSULATION: ASTLI C665, TYPE III, CLASS A; CATEGORY 1, FACED WITH FOIL-SCRIM-KRAFT MEMBRANE ON ONE FACE, CONSISTING OF FIBERS MANUFACTURED FROM GLASS, MEMBRANE FACED SURFACE WITH A FLAME SPREAD OF 25 OR LESS. 2.3 UNFACED MINERAL FIBER BLANKET INSULATION: ASTM C665, TYPE I CONSISTING OF FIBERS MANUFACTURED FROM GLASS, INITI-1 MAXIMUM FLANIE SPREAD AND SMOKE DEVELOPED INDICES OF 25 AND 50 RESPECTIVELY; PASSING ASTM E 136 FOR COMBUSTION CI4ARACTERISTICS. 2.4 POLYETHYLENE VAPOR RETARDER: ASTM P 43q7, 6 MILS THICK WIM MAXIMUM PERMEANCE RATING OF 0.13 PERM. 2.5 UNEACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C. 665 TYPE I. PASSING ASTM E 11'9 AS PART OF A COMPLETE EIRE TESTED NALL ASSEMBLY 1411714 STC RATING OF 54 OR EQUAL. PART 3 - EXECUTION 3.1 COMPLY NITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. INSTALL INSULATION NAT IS UNDAMAGED, DRY AND UNSOILED AND MAT HAS NOT BEEN LEFT EXPOSED ANY TIME. 3.2 EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE AREA TO BE INSULATED, CUT AND FIT TIGI4TLY AROUND OBSTRUCTIONS AND FILL VOIDS. 3.3 SET VAPOR-RETARDER-FACED UNITS WITH VAPOR RETARDER TO WARM SIDE Of CONSTRUCTION, TAPE JOINTS AND RUPTURES AND SEAL EACH CONTINUOUS AREA OF INSULATION, SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.1 TI415 SECTION INCLUDES NON-STRUCTURAL, CLASS P5, ECTERJOR INSULATION AND FINISH SYSTEM (EIF5), CONSISTING Of ADHESIVE AND/OR MECHANICAL ATTACHMENT, INSULATION BOARD, BASE COAT, REINFORCING MES14 AND FINISH COATS AT EXTERIOR STOREFRONT APPLICATIONS A5 INDICATED ON THE DRAWINGS, 1.2 CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR AND EQUIPMENT REQUIRE) TO APPLY EIFS AND RELATED WORK 1,3 UNLOADING, RECEIVING, STORAGE AND HANDLING OF EIFS PRODUCTS AT II-1E PROJECT SITE SHALL BE PERFORMED DT THE CONTRACTOR. 1.4 QUALITY ASSURANCE: FIFS FINISH AND BASE COAT SHALL BE TESTED AS WAVING A FLAME SPREAD OF 25 OR LESS PER As E-l. 1.5 SUI3MITTALS: CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH COLORS AND TEXTURES TO WE OIABIER FOR APPROVAL PRIOR TO COMMENCING INSTALLATION. PART 2 - PRODUCTS 2.1 EIFS SYSTEM 15 BASED ON SENERGY SENERFLID<, CLASS P13 SYSTEM. EGUIVALENT SYSTEMS BY OTREIR MANUFACTURERS ARE ACCEPTABLE WHEN APPROVED BT WE ARCNITECT, NEN THE OMER. 2.2 INSULATION RETAINER: MANUFACTURER'S APPROVED SURFACE MOUNTED RETAINER OF TYPE AND SIZE APPROVED BT ThE MANUFACTURER, WIND DEVIL OR EQUIVALENT. 2.3 INSULATION BOARD: MANUFACTURER'S INSULATION BOARD MEETING OR IXCEEDING ASTN C 578, NOMINAL 1,0 PCF, AGED EXPANDED POLYSTYRENE A. FLANIESPREAD AND SMOKE DEVELOPMENT SHALL DE 25 AND 450 OR LESS RESPECTIVELY PER 5111 E 54. B. MAXIMUM SIZE V X 4' X 4'. INICKNESS AS INDICATED ON THE DRAWINGS, 2.4 REINFORCING MESH SHALL BE A BALANCED, OPEN WEAVE, TREATED GLAS5 FIBER FAI3RIC TREATED FOR ALKALINE RESISTANCE AND CONFORMING TO ASTM P 579, ATOM D 682, ASTM D 5035 AND CLASSIFICATIONS INDICATED: A. STANDARD MESH: 4$ OZ. HIGH IMPACT MESH: INTERMEDIATE (12.0 OZ,) + STANDARD (41.5 OZ.) 2.5 BASE COAT: 100 PERCENT PURE ACRYLIC-BASED PRODUCT, SITE MIXED INITI4 PORTLAND CEMENT, SENERGY AVNESIVE/BASE COAT OR APPROVED EQUAL, 2.6 FINISH COAT: FACTORY MIXED FORMULATION OF 100 PERCENT PURE ACRYLIC POLMERS AND AGGREGATE CONTAINING A MINIMUM OF 10 PERCENT ACRYLIC SOLIDS Of TOTAL SOLIDS BY WEIGHT. INTEGRALLY PIGMENTED AND FORMULATED FOR SPECIFIC TEXTURES. SENERGY SENERFLEX FINISH OR APPROVED EQUAL. A. COLORS FOR EIF5 FINIS1-1 COAT SHALL BE CUSTOM COLORS TO MATCH OWNER'S STANDARDS COLORS AND PAINT FINISHES. TWO COLORS REQUIRED, B. TaTURE OF EIFS FINISH COATS SHALL BE CUSTOM TEXTURE AS APPROVED BY IRE OWNER. 2.7 EXTERIOR SEALANTS: SEALANTS %ALL BE COMPATIBLE 111 ElF5 AS APPROVED BY THE MANUFACTURER. DOW CORNING 7140 AND 791 SILICONE SEALANTS OR OTHER APPROVED EQUAL. COLOR AS SELECTED ST THE OWNER. A. BACKER ROD SNALL BE CLOSED CELL, NON-STAINING, NON-ABSORBENT ECTRUDED POLYET14YLENE FLEXIBLE ROD AS RECOMMENDED 131 THE MANUFACTURER OF THE SEALANT. 5. PRIMER: USE AND APPLICATION AS RECOMMENDED BY TWE SEALANT MFG. SURFACES SHALL BE PRIMED IF REQUIRED PRIOR TO INSTALLATION OF SEALANT. PART 3 - EXECUTION 3.1 !DOMINATION: INSTALLER SHALL EXAMINE SUBSTRATES TO DETERMINE IF THEY ARE SATISFACTORY CONDITION TO RECEIVE EIFS. DO NOT PROCEED NITH INSTALLATION OF EIES UNTIL UNSATISFACTORY CONDITIONS NAVE BEEN CORRECTED, 3.2 COMPLY WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION OF EFS AS APPLICABLE TO EACH TYPE OF SUBSTRATE INDICATED. 3.3 BACKWRAPPING: APPLY A SINGLE LATER OF MESH TO SUBSTRATE. 3.4 INSULATION APPLICATION: MECRANICALLY FASTEN INSULATION TO APPROVED SUBSTRATE FOLLOWING MANUFACI1JRER RECOMMENDED PATTERNS. APPLT BOARDS OVER DRY SUBSTRATES IN COURSES WITH TYPICALLY LONG EDGE ORIENTED HORIZONTALLY. STAGGER VERTICAL JOINTS IN SUCCESSIVE COURSES TO PRODUCE RUNNING BOND PATTERN, OFFSET JOINTS FROM JOINTS IN SUBSTRATES (MIN 6 OFFSET). A. COORDINATE INSTALLATION OF INSULATION WITH CONTIGUOUS CONSTRUCTION TO PRODUCE A NALL SYSTEM 114AT DOES NOT ALLOW WATER TO PENETRATE BEHIND EFS. 35 BASE COAT PREPARATION: COMPLETE BACKWRAPPING OF MESH IN ACCORDANCE kl BACKWRAPPING REQUIREMENTS. INSTALL A MINIMUM q 1/2 X 12 DIAGON.AL REINFORCEMENT AT ALL WINDOWS, DOORS, OR 011-1ER PEIE1 RATIONS CORNERS. APPLY DOUBLE WRAP OF MESH AT ALL INSIDE AND OUTSIDE CORNERS aTENDING A MINIMUM OF 12 ONTO ADJACENT SURFACES. 3.6 BASE COAT APPLICATION: APPLY ADHESIVE/BASE COAT TO ID(P05E10 SURFACES OF INSULATION IN MINIMUM NOMINAL THICKNESS REQUIRED FOR FARC EMBEDMENT. 1/10 FOR STANDARD MESH AND 3/32 FOR OTHER MESI-1 ES. IMMEDIATELY IMBED MESH INTO NET BASE COAT. 3.7 REINFORCING MESN APPLICATION: EMBED ME5I4 INTO NET ADHESIVE BASE COAT MIXTURE AND SMOOTH SURFACE UNTIL MES14 IS NOT VISIBLE. LAP MESH 2 1/2 MINIMUM ON ALL SIPES. MESH MUST BE CONTINUOUS THROUGH ALL INTEIRIOR AND ID:TERIOR CORNERS EXTENDING BETCND CORNERS A MINIMUM OF 12'. A. ALLOW BASE COAT TO CURE A MINIMUM OF 12 HOURS, B. FOR AREAS INDICATED TO RECEIVE IMPACT RESISTANT EIFS, APPLY A SECOND LAYER OF INTERMEDIATE MESH OVER CURED ME5W13ASE COAT. 3.8 FINISH COAT APPLICATION: APPLY FIN151-1 COAT OVER CLEAN DRY CURED BASE COAT IN MINIMUM THICKNESS REQUIRED BY SYSTEM MANUFACTURER TO PRODUCE A UNIFORM TEXTURED FINISH. APPLY FINISH COAT USING SUFFICIENT MANPOWER AND EQUIPMENT TO INSURE INSTALLATION INITI4OUT JOINTS, SCAFFOLDING LINES, ETC. TEXTURE FINS I4 COAT TO MATCH APPROVED SAMPLE. A. ALLOW FINISH COAT TO CURE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED LITERATURE. FROTEff FROtl, RAIN AND 4 TEMPERATURES BELOW 40 DEGREES F. FOR A MINIMUM OF 24 HOURS AFTER APPLICATION. PROVIDE LONGgR.PRaMTIOgYAS NECESSARY DURING LONER TEMPERATURES AND OR RIGN NUMIDITI" CONDITIONS. CJ t<=, yko:No:o B. CLEANING AND PROTECTION: PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS 11-IAT ENSUE EFS BELEIG DAMAGE OR DETERIORATION AT THE TIME OF OWNER ACCEPTANCE. SECTION 07320 - ROOFING TILES PART I - GENERAL Nov . ci 20(17 Of Tuky, ALL rlfq 0'0 51- " 1 .5WISI 1.1 T1-115 SECTION INCLUDES INSTALLATION OF 'MISSION STYLE CLAY ROOF TILES AT 11-1E ENTRY PORCH, BY THE OWNER. OWNER TO INSTALL ALL COMPONENTS FOR INTERIOR INSTALLATION, A. INSTALLATION FOR INTERIOR (MALL) APPLICATIONS DOES NOT REQUIRE INSTALLATION OF UNERLA19NFS,IGE DAMS AND FLASHINGS. EXTERIOR APPLICATIONS INHERE INDICATED SHALL BE CONSTRUCTa) NIT14 UNDERLAYMENTS, ICE DAMS AND FLAB4ING5 AS REGUIRED TO PROVIDE A WEATHERTIGHT INSTALLATION BY G.C. REMAINING PORCH CONSTRUCTION Err OWNER. G.C. TO COORDINATE CONSTRUCTION NT4 OWNER'S VENDOR 1.2 UNLOADING, RECEIVING, STORAGE AND HANDLING OF ROOF TILE PRODUCTS AT THE PROJECT SITE SRALL BE PERFORMED BY WE CONTRACTOR, PART 2 - PRODUCTS INTERIOR COMPONET5 2.1 ROOFING TILES: MISSION STYLE CLAY TILE UNITS AND TRIM. EXTERIOR COMPONET5 2.2 ROOFING TILES: MISSION STYLE CLAY TILE UNITS AND TRIM. 2.3 UNDERLAYMENT: NO. 30, UNPERFORATED ORGANIC FELT, CCMPLYING NITh ASTM D226, TYPE II, 36 INCHES WIDE. PROVIDE T1410 (2) LAYERS OVER ENTIRE Rca AREA. 2.4 PERIMETER UNDERLAYMENT: POLYETHYLENE SHEET BACKED RUBBERIZED A5F1-1ALT MEMBRANE, 40 MILS THICK. W. R, GRACE ICE AND WATER 51-1IELD OR EQUIVALENT, 25 COPPER FLAWING: ASTI1 13370, TEMPER H100 (COLD ROLLED) EXCEPT WHERE TEMPER 060 Is REQUIRE!) FOR FORMING. 5 OZ. (0.0216 INCI-1 THICK), MEET WHERE NOTED OTHERWISE. 2.6 ROOFING NAILS: N GAGE COPPER NAILS, CNISEL POINT TILING NAILS WITH A MINIMUM 5/16 DIAMETER MEAD AND OF SUFFICIENT LENGTH TO PENETRATE 3/4' INTO SUBSTRATE, 2.7 MORTAR: COMPLY WITH ASTM C270, PROPORTION SPECIFICATION FOR TYPE 1 11' MORTAR MIX. NATURAL COLOR. MIX ONE PART TYPE 'M' PORTLAND CEMENT MORTAR TO FOUR PARTS CLEAN RIVER SAND. 2.8 ROOF DECK - V2' C.D.X FRT 2,9 CONTINUOUS 4 RALF ROUND COPPER GUTTERS WITH HANGERS AT 30 O.C. INIT14 3 DIA, COPPER DOWNSPOUTS. PART 3 - EXECUTION 3.1 COMPLY WIT1-1 OWNER'S WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, AS WELL A5 OWNER SUPPLIED PHOTOS. 32 COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS BUT NOT LESS TI-IAN RECOMMENDED BY 11-IE NRCA STEEP ROOFING MANUAL', OR STRICTER REQUIREMENTS INDICATED ON THE DRAWINGS. 3.3 FELT UNDER1ATMENT: APPLY ONE LATER OF FELT UNDERLATMENT HORIZONTALLY OVER ENTIRE SURFACE, LAPPING COURSES A miNimum OF 2, END LAPS A MINIMUM OF 4 AND IFS AND VALLEYS A MINIMUM OF 6'. FASTEN FELT WITH SUFFIC1 ENT NUMBER OF ROOFING NAILS TO Nap UNDERPAYMENTS IN PLACE UNTIL TILE APPLICATION. A, PROVIDE AN ADDITIONAL LAYER OF FELT UNDERLAYNENT OVER ENTIRE ROOF COMPLYING WITI4 ABOVE. 3.4 PERIMETER UNDERLA1T1ENT; APPLY A MINIMUM 36 INCH WIDE LAYER OF PEIRIMETER UNDERLAYMBIT AT EAVES. 3.5 ROOFING TILE INSTALLATION: BEGINNING AT EAVES, INSTALL ROOFING TILE PER MANUFACTURER'S RECOMMENDATIONS, OWNER'S INSTRUCTIONS AND N ACCORDANCE kirri-i DETAILS AND RECOMMENDATIONS OF THE 1 NRCA STEEP ROOFING'IlANUAL UNLESS OTHERWISE INDICATED PROVIDE MINIMUM 3 LAP BETWEEN SUCCEEDING COURSES. DRIVE NAILS TO CLEAR THE TILE SO TUT TNE TILE WANGS FROM THE NAIL AND 15 NOT DRAWN UP. A. INSTALL MORTAR AT JOINTS AND LEAVE IN l IR0UG1-1' STATE PER OWNER'S APPROVAL, MORTAR DOES NOT HAVE TO BE TOOLED. B. INSTALL MATCHING SPECIAL UNITS AT 14IP5, SET HIP TILES IN FULL BED OF MORTAR. 3,6 FLASWING: INSTALL METAL FLASHING AS INDICATED AND IN ACCORDANCE NITI4 DETAILS AND SPECIFIED REQUIREMENTS. 3.7 REPLACE DAMAGE MATERIALS INSTALLED UNDER THIS SECTION. SECTION 07620 - SHEET METAL FLASHING & TRIM PART I - GENERAL 1.1 THIS SECTION INCLUDES SHEET METAL FLASHING AND TRIM AT AREAS WITH CLAY TILE ROOFING TILE AND EIFS AT VTERIOR STOREFRONT AREAS AS INDICATED ON THE DRAWINGS. ALL FLASHING AND 51-IEET METAL WORK 514A1J- BE FURNISHED AND INSTALLED BT THE CONTRACTOR 1,2 QUALITY ASSURANCE: ENGAGE AN EXF'ERIENCED INSTALLER INNO RAS COMPLETED SHEET METAL FLASHING AND TRIM WORK SIMILAR IN MATERIAL AND DESIGN AND CTENT OF NAT INDICATED FOR THIS PROJECT. PART 2 - PRODUCTS 2.1 COPPER: 16 OZ, 2.2 FABRICATION: A. FABRICATE COPPER FLASNINGS AND TRIM TO COMPLY WITH RECOMMENDATIONS OF SMACNA 'ARCHITECTURAL SHEET METAL MANUAL ° TNAT APPLY TO THE DESIGN, DIMENSIONS, METAL AND 011-1ER CHARACTERISTICS OF THE ITEMS INDICATED. 13, COMPLY WITH - mE DETAILS SUN TO FABRICATE COPPER AND TRIM THAT FIT SUBSTRATES AND RESULT IN A WATERPROOF AND NEATI-IER-RESISTANT PERFORMANCE ONCE INSTALLED. C. FORM EXPOSED COPPER METAL WORK TWAT IS WITHOUT EXCESSIVE OIL CANNING, BUCKLING AND TOOL MARKS AND 114AT IS TRUE TO LINE AND LEVELS INDICATED. D. SEPARATE METAL. FROM NON-COMPATIBLE METAL OR CORROSIVE SUBSTRATES 13Y COATING CONCEALED SURFACES AT LOCATIONS OF CONTACT WITH ASFHALT MASTIC OR OTHER PERMANENT SEPARATION. E. CONCEAL FASTENERS AND EXPANSION PROVISIONS WRERE POSSIBLE. EXPOSED EASTERNERS ARE NOT ALLOWED ON FACES OF COPPER EXPOSED TO pouc viEw. 2.3 FABRICATE COPPER ITEMS IN TI4ICKNES5 OR WEIGHT NEEDED TO mini NIP PERFORMANCE REQUIREMENTS BUT NOT LESS THAN THAT LISTED BELOW FOR EACH APPLICATION: A. EIFS BASE AND COUNTERELASHING: ALUMINUM 0,32 INCH B. CHANNEL FLASNING AND COUNTERFLASHING AT CLAY TILE ROOFING: COPPER 16 OZ, C, COPPER GUTTERS AND DOWNSPOUTS: COPE R 16 OZ., SEE CHART BELOW FOR PARTS LIST, SUPPLIED Dj: SERER BUILDING PRODUCTS 805 PEMSTLVANIA BLVD, FEASTERVILLE, PA. picis3 PH: I-800-5234852 REFERENCE THE 'HALF ROUND GUTTER STSTENI ON THE BERGER FOLDING PRODUCTS ONLINE CATALC4 @ WWW.BERGERBROS.COM 2,4 FAUX PATINA SOLUTION 5UppLiED BY: JAX CHMICAL CO, 78-11 2671H STREET FLORAL PARK, NY 11004 PH: 718-347-0057 ININN.1AXCRE1CALCOM 25 PROCESS FOR NRISTRIAL APPLICATION OF JAN GREEN PATINA TO COPPER, I3RASS AND BRONZE; VIRGIN SHEET COPPER U5UALLT 14AS A FILM OF PRESERVATIVE OF SOME TYPE OF OIL. REMOVE TS FILM WITH A SOLUTION OF TSP (TM-SODIUM PHOSPHATE), DIS1414A514ING POWDER DISSOLVED IN WATER OR OTHER APPROPRIATE SOLVENT; RINSE virm WATER AND DRY. APPLY GREEN PATINA WITH A PAINT BRUSR OR 5PARY GUN GIVING THE COPPER THREE (3) LIGHT NON-DRIPPING COATS. LET EACH COAT AIR DRY. DO NOT RINSE. DO NOT RE-APPLY OVER NET METAL EACH COAT WILL AIR-DRY IN SEVERAL MINUTES. AFTER THE THIRD COAT, THE FINISH 15 PERMANENT AND WILL CONTINUE TO AS NATURAL VERDIGRIS, FINISH DOES NOT REQUIRE LACQUER. PART 3 - E(ECUTICN 3,1 UNLESS OTHERNISE INDICATED, INSTALL SHEET METAL FLASHING AND TRIM TO COMPLY WITH PERFORMANCE REQUIREMENTS AND SMACNA ARCHITECTURAL SHEET METAL MANUAL. ANCI4OR UNITS OF WORK SECURELY IN PLACE, PROVIDING FOR THERMAL ETANSION OF METAL UNITS. 3,2 FORM NON-E{PANSION, BUT MOVABLE JOINTS IN METAL TO ACCOMMODATE ELASTOMERIC SEALANT TO COMPLY WIT11 STANDARDS. FILL JOINTS WITH SEALANT AND FORM METAL TO COMPLETELY CONCEAL SEALANT. SECTION 07900 - SEALANTS PART 1 - GENERAL 1.1 THIS SECTION INCLUDES SEALANTS FOR JOINTS BETWEEN DISSIMILAR MATERIALS INCLUDING JOINTS BETNEEN DOORS, WINDOWS, TRIM WORK AND OT1-IER JOINTS AS INDICATED, CONTRACTOR SHALL PROVIDE AND INSTALL ALL SEALANT MATERIALS, 1,2 PROVIDE ELASTOMERIC JOINT SEALANTS FOR EXTERIOR APPLICATIONS 'fl-IAT ESTAI3L1514 AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATE. PART 2 - PRODUCTS 2.1 PROVIDE JOINT SEALANTS, BACKINGS AND OTHER RELATED MATERIALS T14AT ARE COMPATIBLE WITH ONE AN0114ER AND WIT1-1 . JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, COMPLY KITH ASTN C 920 AND 0114ER REQUIREMENTS INDICATED 2.2 SEALANT PRODUCTS SHALL BE AS FOLLOWS BY TREMCO INC. OR EGU1VALENT APPROVED BY TNE OWNER'S CONSTRUCTION MANAGER A. INTERIOR SEALANT SHALL BE TREMCO TREMFLEX 834, SILCON1ZED ACRYLIC LATEX PAINTABLE, 13. INTERIOR SEALANT FOR TOILET ROOM FIXTURES SALL BE TRENICO TREMSIL 200, SILICONE SEALANT. C. EXTERIOR SEALANT SHALL BE TREMCO D1T1ONIC, ONE COr1PONENT POLYURETHANE JOINT SEALANT COLORS AS SELECTED BY THE NER. 2.3 SEALANT BACKINGS PRIMERS! PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE TRAT ARE N0IN-5TAINING, ARE COMPATIBLE KITH JOINT SUBSTRATES, SEALANTS, PRIMERS AND 011-IER JOINT FILLERS AND ARE APPROVED BT THE SEALANT MANUFACTURER. PRIMERS: MATERIAL AS RECOMMENDED Br SEALANT MANUFACTURER. PART 3 - EXECUTION 3,1 COMPLY WITH JOINT SEALANT MANUFACTURER'S wRrn INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED. COMPLY WITH RECOMMENDATIONS OF ASTM C 1193 FOR USE OF JOINT SEALANT AS APPLICABLE TO MATERIALS, APPLICATIONS AND CONDITIONS OF USE, INSTALL JOINT SEALANTS IN WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER OF SEALANT PRODUCTS. 3.2 CLEANING: CLEAN OFF ALL EXCESS SEALANT OR SEALANT SMEARS ADJACENT OF JOINS AS WORK PROGRESSES BY METI40D5 AND WITH CLEANING MATERIALS APPROVED BY THE SEALANT MANUFACTURER. SECTION 08110 - STEEL DOORS & FRAMES PART 1 GENERAL LI T1415 SECTION INCLUDES INSTALLATION OF STEEL DOORS AND FRAMES FURNISHED 51 THE GENERAL CONTRACTOR. 1.2 RECEIVING, STORAGE AND HANDLING OF STEEL DOORS AND FRAMES AT TNE PROJECT SITE SHALL BE PERFORMED 131 ME -. CONTRACTOR, 1.3 F RATED DOOR ASSEMBLIES: ASSEMBLIES COMPLY MTN NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTI-ORITIE5 RAVING JURISDICTION, FOR FIRE PROTECTION RATINGS INDICATED. PARit 2 - PRODUCTS 2.1 L'E'ANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIRE1ENTS, PROVIDE PRODUCTS BY ONE OF TI-1E FOLLOWING: AI AMWELD BUILDING PRODUCTS, INC., CECO DOOR PRODUCTS, KEWANEE CORP., PIONEER INDUSTRIES INC., REPLUBLIC BUILDERS IPRODUCTS OR STEELCRAFT. 2,2 DOORS PROVIDE DOORS OF SIZES, THICKNESS AND DESIGNS AS INDICATED. AI INTERIOR DOORS: ANSI 250,8, LEVEL 3 (0.053-INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 2 (SEAMLESS) I 3 13. I/TERIOR DOORS: ANSI 250.8, LEVEL 3 (0.463 INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 1 (FULL FLU ,,, , C. VISION LITE SYSTEM: MANUFACTURER'S STANDARD KITS CONSISTING OF GLASS LITE MOLDINGS TO ACCOMMODATE GLASS ;JO HICKNESS AND SIZE OF VISION LITE INDICATED. 2.3 WELDED FRAMES: PROVIDE FRAMES FOR DOORS TWAT COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROF' A. FRAMES OF 0.067-INCI4 114ICK STEEL SWEET, 2,4 SUPPORTS AND ANC1-1ORS: FABRICATED FROM NOT LESS WAN 0.042-INCH THICK ZINC COATED STEEL 514EET, PART 3 - EXECUTION 3.1 INSTALL STEEL DOORS, FRAMES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S DATA. 3.2 PLACING FRAMES: COMPLY WITH PROVISIONS OF SDI 145, UNLESS OP-1E14415E INDICATED. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET, A. IN METAL STUD PARTITIONS, PROVIDE AT LEAST 114REE WALL ANCHORS PER JAMB; INSTALL ADJACENT TO HINGE LOCATIONS ON HINGE JA113 AND AT CORRESPONDING HEIGHTS ON STRIKE JAMB. ATTACH KALI ANCHORS TO STUDS NI1114 SCREWS. B. INSTALL FIRE RATED FRAMES IN ACCORDANCE WITH NEPA 80 33 DOOR INSTALLATION: COMPLY WITH ANSI 4250.8. FIT 14OLLOW METAL DOORS ACCURATELY IN FRAMES WIT14IN CLEARANCES SPECIFIED IN ANSI A250.B, A. INSTALL FIRE RATED DOORS WT1 CLEARANCES SPECIFIED IN NEPA ao 3.4 PRIME COAT TOUCH-UP: IMMEDIATELY AFTER INSTALLATION, SAND 5MCC ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCI-I UP OF COMPATIBLE AIR DRYING PRIMER. CTION 08310 - ACCESS DOORS AND FRAMES PART 1 - G •L LI THIS SECTION 1NCLU CONTRACTOR. A. CONTRACTOR SHALL INSTAL CEILING PLANS AND IN ABSENCE REASONABLE AND SAFE ACCESS TO S ACCESS 514ALL BE 31' A TECHNICIAN STAND PART 2 - PRODUCTS 2.1 MANUFACTURERS: SUBJECT TO COMPLIANC A, J. L. INDUSTRIES, INC., KARP ASSOCIATES INC OR WILLIAM BROS. CORP. 2.2 ACCESS PANES SHALL BE FLUSH, PANELS ARE REQUIRED IN A RAT WALLS OR CEILINGS. EIN1 A. OPERATION MALL. B. FRAMES AND PART 3 - UTION CEILING AND NALL ACCESS DOORS AND FRAMES FURNISHED BY ONIMER AND INS NER PROVIDED ACCESS DOORS FOR ALL COMPONENTS AS FINED LOCATION, CONTRACTOR S14ALL INSTAL ALL COMPONENTS OF EACH PIECE IRMLY ON A LADDER. TED, ACCESS DOORS MTN EXPOSED TRI EILING. PROVIDE FIRE RATED ACCESS DOORS AND BE PRIMED STEEL. LUSN SCREWDRIVER CAM PANELS TO BE MINIMUM 16 GAUGE STEEL. INSTALLATION 9F ACCESS DOORS S1-IALL COMPLY NITH MANUFACTURERS WRITTEN INSTRUCTIONS. SECTION 08331 - ROLLING SERVICE DOOR PART I - GENERAL 1.1 MIS SECTION INCLUDES ROLLING STEEL SERVICE DOOR AT PORCH AT EXTERIOR STOREFRONT APPLICATIONS AS INDICATED ON ,TNE DRAWINGS. DOOR, TRACKS SYSTEM AND ELECTRIC MOTOR FURNIS14ED AND INSTALLED BY OWNER. STEEL SUPPORTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CON1RACTOR 51441- MAKE ALL FINAL ELECTRICAL CONNECTIONS AND INSTALL OPERATOR PROVIDED BY OWNER. PART 2 - PRODUCTS ED BY TNE GENERAL. GATED ON WE HVAC AND REFLECTED F.ss PANELS AS NECESSARY TO FURNIS1-1 UIPMENT REQUIRING SERVICE. ASSUMED ENT , 5 BY ONE OF THE FOLLOWING: RSEN MANUFACTU CO,, MILCOR LTD., NYSTROM BUILDING PRODUCTS CO. EPT /11-IERE FIRE RATED ACCESS ES IN LOCATIONS OF FIRE RATED 2,1 PERFORATED STEEL ROLLING SERVICE DCOR SHALL BE MODEL AS MANUFACTURED BY METRO DOOR. 20 GAUGE GALVANIZED PERFORATED FLAT SLATS WITH ROUND PERFORATIONS ON STAGGERED CENTERS. BAKED ON GREY FINISH, SIZE AS INDICATED ON TUE DRAWINGS. A. DOOR TO BE PROVIDED WI114 ALUMINUM GUIDES, SLIDE BOLTS AT EACH JAMB AND CYLINDER LOCK ON BOTTOM BAR WITH INTERIOR THUMBTUK B. OPERATION SHALL BE MOTOR OPERATED. PROVIDE UL APPROVED NEMA ELECTRICAL COMPONENTS WITH FLUSH MOUNTED KEY SWITCH AND SAFETY EDGE ON R. 22 STEEL SUPPORT FRAMING BY CONTRACTOR SHALL BE SIZED AS RECOMMENDED BY THE DOOR MANUFACTURER. PART 3 - EXECUTION 3.1 INSTALLATION WALL BE PERFORMED BY DOOR SUPPLIER IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, 3,2 CONTRACTOR SHALL INSTALL STEEL SUPPORT MEMBERS PER DOOR MANUFACTURERS WRIT INSTRUCTIONS. ANCI4OR SECURELY TO BUILDING STRUCTURE AS APPROVED BY THE LANDLORD. INSTALLATION SNALL BE PLUMB AND LEVEL. 409- RECEIVED CITY OF TUKWI OCT 2 5 2007 PERMIT CENTER HOLLISTER Co. ___________-11 B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE REVISION DIRECTIVE KEY 1 REVISIONS: i ISSUE DATE: 9 -6 -07 PERMIT DATE: 9 -6 -07 LANDLORD DATE:9 -6 -07 1 BID DATE: 11 -12 -07 NS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 I 113M E1RM: A &A DRAWN: DMB DSGNR: T.M. SCALE:AS NOTED 7087 WILLIAM ST. i 'OF ‘ II* \\ Pc ST ARCHITECT EDWARD ABBOT WASHINGTON _ olto 11060390603 SHEET A0.1 SECTION 01100 - SUMMARY NOTE: I F ICEO SCI-4 EDULE 15 NOTED ON 51-1EET A2 .1, TI-4AN THOSE NUMBERS OR PRODUCTS S1-4ALL OVERRIDE PRODUCT SPECIFICATIONS INDICATED IN THIS SCHEDULE, OTHERWISE, NO 'OR EQUALS' SHALL BE PERMITTED UNLESS SPECIFICALLY REQUIRED BY OWNER. PART I GENERAL 1.1 PROJECT C01451STS OF CONSTRUCTION OF A NEN HOLLISTER CO. RETAIL STORE, INCLUDING ALL MECHANICAL AND ELECTRICAL WORK. PROJECT KILL BE CONSTRUCTED UNDER A SINGLE GENERAL CONSTRUCTION CONTRACT IN A SINGLE PHASE. 1.2 GENERAL CONTRACTOR SHALL HAVE FULL USE OF PREMISES FOR CONSTRUCTION OPERATIONS DURING CONSTRUCTION PERIOD. A. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL ME LANDLORD'S REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PERFORMANCE OF ANY 'NOISY OR DISTURBING' CONSTRUCTION TECHNIQUES OR PROCEDURES DURING HOURS WHEN THE MALL OR STORF-5 ARE NOT OPEN FOR OPERATION, SAFETY PROCEDURES AND OPERATION OF GAS POWERED EQUIPMENT. B. THE CONTRACTOR SHALL COOPERATE KIM THE LANDLORD AND TENANTS OF ADJACENT SPACES IN SCHEDULING WORK IN ORDER TO CAUSE ME LEAST INCONVENIENCE TO PERSONNEL AND PROPERTI WE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SECURITY REQUIRED WHILE WORKING IN ADJACENT SPACES. 1.3 CODES AND STANDARDS: ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND UXAL BUILDING CODES. 1.4 CONTRACT DOCUMENTS A. DRAWINGS AND SPEOFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND INI-IAT (9 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE INTIRE COMPLETION OF THE WORK DESCRIBED IN ME CONTRACT DOCUMENTS AND REASONABLY IMPLIED THEREFROM TO PRODUCE THE INTENDED RESULTS. 13. IN THE EVENT OF INCONSISTENCIES WITHIN OR BETNEEN CONTRACT DOCUMENTS, WE GONTRACTOR SNALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND SHALL COMPLY WITH THE MORE STRICT MEANINGS. C, IF 114E CONTRACTOR FINDS ANY PERCEIVED CONFLICT, ERROR, OMISSION OR DISCREPANCY ON OR BETWEEN THE DRA1ING5 AND SPECIFICATIONS, OR ANY OF ME CONTRACT DOCUMENTS, THE CONTRACTOR, BEFORE PROCEEDING W ITN WE WORK, 511ALL CONTACT ME OWNER'S CONSTRUCTION MANAGER FOR AN INTERPRETATION OR CI-ARIFICATION, ME CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED IF WORK PROCEEDS WITHOUT TNE OWNER'S RESPONSE. 1.5 SEPARATE COiNTRACTS: OWNER WILL AWARD SEPARATE CONTRACTS FOR CERTAIN CONSTRUCTION OPERATIONS AT PROJECT SITE. MESE OPERATICNS WILL BE CONDUCTED SIMULTANEOUSLY WIT11 WORK UNDER MIS CONTRACT. THESE CONTRACTS WILL A INCLUDE THE FOLLOWING: L WOOD FINISH FLOORING: A SEPARATE CONTRACT WILL BE AWARDED TO FURNISH AND INSTALL FINISHED WOOD FLOORING, INCLUDING ALL SUB-FLOORING AND FASTENERS AT TI4E SALES ROOMS AND PORCHES. FINsi NCOD FLOORING CONTRACT WILL INCLUDE WOOP THRESHOLDS AT OPENINGS AS DETAILED ON THE DRAWINGS AND PORCH STEPS/EDGING. 2. SOUND SYSTEM: A SEPARATE CONTRACT WILL BE AWARDED TO FURNISH AND INSTALL A COMPLETE SOUND SYSTEM FOR THE STORE. 3. ROOF TILE: A SEPARATE CONTRACT WILL BE ANARDED TO FURNISH AND INSTALL THE ROOFING TILES ON TNE PORCH AT STOREFRONT. 4. FAUX PAINTING. 5. SECURITY SYSTEMS. 6. PHONE MD DATA. 7. CCTV (WHERE APPLICABLE) B. COOPERATE FULLY HIM SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE CARRIED CUT SMOOTHLY, WITHOUT INTERFERIN IT11 OR DELAYING WORK UNDER TI415 CONTRACT. CONTRACTOR IS REQUIRE.D TO PROVIDE COMPLETED WORK IN A TIME-Y MANNER SO AS NOT TO DELAY OWNER'S CONTRACTORS. I. OWNER SUPPLIED MATERIALS (OSM) A. OWNER WILL FURNISH PRODUCTS AS INDICATED IN THE RESPONSIBILITY SCHEDULES ON 114E DRAWINGS AND AS INDICATED IN THE BID PACKAGE. ME NORK INCLUDES PROVIDING SUPPORT SYSTEMS TO RECEIVE OWNER'S PRODUCTS, L OWNER WILL ARRANGE AND PAY FOR DELIVERY Of OSNIS ACCORDING TO SCHEDULE CONTAINED IN THE BID PACKAGE 2. AFTER DELIVERY, CONTRACTOR WILL INSPECT DELIVERED ITEMS FOR DAMAGE. 3. IF ONNER-FUREIISHED ITEMS ARE DAMAGED, DEFECTIVE, OR MISSING, CONTRACTOR NULL CONTACT ME OWNER. 4, CONTRACTOR 15 RESPONSIBLE FOR RECEIVING, UNLOADING, AND HANDLING OSMS AT PROJECT SITE. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OSMS FROM DAMAGE DURING STORAGE AN HANDLING, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS. 6. IF 0511 ARE DAMAGED AS A RESULT OF CONTRACTORS OPERATIONS, CONTRACTOR SHALL REPAIR OR REPLACE THEM. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ANY OFF SITE STORAGE AND OR FREIGHT AND SHIPPING CHARGES IF HE 15 UNABLE TO ACCEPT DELIVERIES OF OSII 1.7 THE CONTRACTOR 5I4ALL FURNISH DUMPSTERS AS REQUIRED FOR 111E EXCLUSIVE USE BY STORE PERSONNEL DURING MERCHANDISING. TI-IE CONTRACTOR SHALL INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EXCEEDS 8, 000 SQUARE FEEI, THE CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DUMPSTER. PART 2 - PRODUCTS (NOT USED) FART 3 - EXEOJTION 3.1 NIGHT BEFORE STORE OPENING, THE CONTRACTOR SHALL PERFORM THE FOLLOWING ACTIVITIES. CONTRACTOR'S SUPERINTENDENT OR PROJECT MANAGER 514ALL BE PRESENT FOR THIS WORK. A. STAPLE ALL RUGS ft ATTA04 ANY AND ALL PROPS AS REQUIRED C, TOUCH UP PAINT (2 NIGHTS PRIOR TO OPENING OF STORE) D. CLEAN STORE (2 NIGHTS PRIOR TO OPENING OF STORE) SECTION 01700 - PROJECT CLOSEOUT PART I - GENERAL 1.1 THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO INSPECTION PROCEDURES, PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WARRANTIES, INSTRUCTION'S OF OMER'S PERSONNEL AND FINAL CLEANING, 1.2 PROJECT RECORD DOCUMENTS, WARRANTIES AND OPERATION AND MAINTENANCE MANUALS: PROVIDE IN ACCORDANCE NIT]] HOLLISTER'S BID PACKAGE REQUIREMENTS, PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING! PERFORM DEMONSTRATION AND OPERATIONAL INSTRUCTIONS/TRAINING IN ACCORDANCE WITH HOLLISTER'S BID PACKAGE REQUIREMENTS. 3.2 FINAL CLEANING: THE CONTRACTOR SHALL TURN OVER THE PROJECT IN A CLEAN, DUST FREE, DIRT FREE CONDITION. THE CONTRACTOR %ALL EMPLOY A PROFESSIONAL. CLEANING SERVICE, EMPLOYING ONLY TRAINED PERSONNEL. SITE TO BE 'SPARKLING CLEAN' ON TURNOVER, AS WELL AS FINAL CLEANING - 11-1E NIGHT BEFORE STORE OPENING. A. CLEANING SHALL INCLUDE, BUT NOT E3E LIMITED TO: L STOREFRONT GLASS (INSIDE AND OUT) 2. MIRRORS 3, STOREFRONT WOOD AND METAL SURFACES 4. SIGNS 5. CABINETS, INCLUDING SRELVES, BASES, VALANCES, FILLERS AND END PANELS 6. FLOORING 7, PRESENTATION ITEMS, PROPS AND TRADE FIXTURES B. WALLS AND BASES RESTRCOLI FIXTURES AND ACCESSORIES 10. NON SALES AREA SHELVING, STORAGE PLATFORMS ETC. LIGI-IT FIXTURES INCLUDING CANS, TRIM, TRACKS AND TRACK HEADS, ft CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL AREAS OUTSIDE OF THE LEASE SPACE THAT HAVE BEEN UTILIZED IN CONJUNCTION WITH HIS WORK. COMPLY WITH REDUIREMENTS OF THE LANDLORD. SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 MIS SECTION INCLUDES THE FOLLOWING AS INDICATED ON - ME DRAWINGS: A. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF A BUILDING OR STRUCTURE. TNE CONTRACTOR SHALL F3E RESPONSIBLE FOR 114E REMOVAL AND OFF SITE DISPOSAL OF ALL ISTING LEASE POD IMPROVEMENTS INCLUDING BUT NOT LINITEI) TO INTERIOR WALLS AND CEILINGS, FLOOR COVERINGS AND ADHESIVES, PLATFORMS, FIXTURES, LOOSE EQUIPMENT AND FURNITURE, STOREFRONTS, ETC. ALL E(15TING UNUSED MECHANICAL AND ELECTRICAL FIXTURES, EQUIPMENT AND PIPING, DUCTWORK AND CONDUITS SHALL BE REMOVED EXCEPT WHERE INDICATED ON WE MECHANICAL AND ELECTRICAL DRAWINGS. B. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS WHERE INDICATED ON ME DRAWINGS. C. REPAIR PROCEDURES FOR SELECTIVE DEMOLITIGN OPERATIONS INCLUDING PATCHING OF ROOF SURFACES H-IERE eQUIPMEW HAS BEEN REMOVED. 1.2 EXCEPT FOR ITEMS OR MATERIALS INDICATED TO E3E REUSED, SALVAGED, REINSTALLED, OR OTHERNISE INDICATED TO REMAIN LANDLORD PROPERTY, DEMOLISHED MATERIALS SMALL BECOME CONTRACTOR'S PROPERTr AND SHALL BE REMOVED FROM PROJECT SITE MD DISPOSE) OF IN A LEGAL MANNER. L3 PRE-DEMOLITIGN CONFERENCE; CONDUCT CONFERENCE AT PROJECT SITE WITI4 THE LANDLORD'S ON SITE MANAGER TO REVIEW METHODS AND PROCEDURES RELA TO SELECTIVE DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY DEMOLISHED. 5. REVIEW STRUCTURAL LOAD LIMITATIONS OF EXISTING STRUCTURE. C. RENIEN AND FINALIZE SELECTIVE DEMOLITION SCHEDULE AND VERIFY AVAILA13ILITY OF MATERIALS, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. COORDINATE AVAILABILITY OF DUMPSTER PLACEMENT NITH THE LANDLORD'S ON SITE MAN.AGER. D. REVIEW REQUIREMENTS FOR DEMOLITION OPERATIONS THAT ARE 'NOISY OR DISTURBING', REQUIREMENTS FOR DUST AE3ATEMENT AND ACCESS DISPOSAL LXATIONS. 1.4 PROJECT CONDITIONS A. MAINTAIN ACCESS AND CODE REQUIRED CLEARANCES TO EXISTING WALKWAYS, CORRIDORS, AND OTHER ADJACENT OCCUPIED OR U5ED FACILITIES. DO NOT CLOSE OR OBSTRUCT WALKWAYS, CORRIDORS, OR OMER OCCUPIED OR USED FACIUTIES WITHOUT KRIT PERMISSION FROM AUTHORITIES HAVING JURISDICTION B. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF AREAS TO BE SELECTIVELY DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL. BE MAINTAINED AS FAR AS PRACTICAL. C. 14A2ARDOU5 MATERIAL-5: • IT 15 NOT.EXPECTED TWAT HAZARDOUS MATERIALS WILL BE IENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT 1)15TURB; IMMEDIATELY NOTIFY' OWNERS CONSTRUCTION MANAGER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT, D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE PERMITTED. E. UTILITY SER.VICE: MAINTAIN E(ISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS, MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS. F. GENERAL CONTRACTOR IS TO MAINTAIN ADEQUATE TEMPORARY LIGHTING FOR GENERAL ILLUMINATION AND EMERGENCY LIGHTING/ EXIT SIGNS AS REQUIRED PER CODE FOR MEANS OF EGRESS DURING TI-IE ENTIRE DEMOLITION, PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 NII-IE4 UNANTICIPATED MECI4ANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE INF NATURE AND EXTENT OF CONFLICT. PROMPTLY SUE3MIT A WRITTEN REPORT TO °INNER'S CONSTRUCTION MANAGER. 3.2 UTILITY SERVICES A. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL TEMPORARY UTILITIES. GC SHALL BE BACK-CHARGED IF LANDLORD BILLS ME OWNER. B. EXISTING UTILITIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT TI4E11 AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. CONTRACTOR 54ALL EXERCISE E(TREME CAUTION WRING DEMOLITION PROCEDURES 50 AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH PASS THROUGH TS SPACE, TO SERVE 0 TENANT SPACES OR MALL FACILITIES. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FCYR REPAIR OR REPLACEMENT OF ANY SERVICES DAMAGED OR DISRUPTM. I. DO NOT INTERRUPT IXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING sr LANDLORD AND AUTHORITIES WAVING JURISDICTION, PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO IE(15T1NG UTILITIES, AS ACCEPTABLE TO OWNER AND TO AUTHORITIES HAVING JURISDICTION. C. unurr REGUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. I. LANDLORD WILL ARRANGE TO SHU OFF INDICATED UTILITIES WHEN REQUESTED BY CONTRACTOR. 2. IF UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELATED, OR ABANDONED, BEFORE PROCEEDING NITH SELECTIVE DEMOLITION PROVIDE TEMPORARY UTILITIES TI-IAT E3'PASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER PARTS OF BUILDING. 3. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING, 4. GENERAL CONTRACTOR 5I4ALL APPLY FOR AND INSTALL ALL REQUIRED METERS 35 PREPARATION A. SITE ACCESS ANI) TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES, I. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM LANDLORD AND AU HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES ARGUN!) CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. 2. ERECT TEMPORARY PROTECTION, SUCH AS N1ALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WERE REQUIRED BY AUTHORITIES WING JURISDICTION, 3. PROTECT EXISTING 5ITE IMPROVEMENTS, APPURTENANCES, ANI) LANDSCAPING TO REMAIN, B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTI-IER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACEIT BUILDINGS AND FACILITIES TO REMAIN, 1, PROVIDE PROTECTION TO ENSURE 5AFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF }BUILDING. 2. PRCNIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN SELECTIVE DEMOLITION OF VISTING CONSTRUCTION ON ECTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS, 3. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER ISTING FINISH WORK TWAT ARE TO REMAIN OR THAT ARE Ek'POSED DURING SELECTIVE DEMOLITION OPERATIONS. C, TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF EXISTING BUILDING AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM E{POSURE, FOUL WEATHER, 0111ER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE TEMPORARY WEATHERTIGI-IT EN FOR BUILDING EXTERIOR. I. WHERE HEATING OR COOLING 15 NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, PROVIDE INSULATED TEMPORARY ENCLOSURES. COORDINATE ENCLO5URE WITH VENTILATING AND MATERIAL DRYING OR CURING REQUIREMENTS TO AVOID DANGEROUS CONDITIONS MD EFFECTS. D. TEMPORARY PARTITIONS: ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FRO1 FUMES AND NOISE. 3.4 POLLUTION CONTROLS A. DUST CONTROL: USE WATER MIST, TEMPORARY ENCLOSURES, AND OHER SUITABLE METHODS TO LIMIT SPREAD Of DUST AND DIRT. COMPLY WITH LANDLORD'S REGULATIONS, B. DISPOSAL: REMOVE AND TRANSPORT DEBRIS N A MANNER 111AT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. I. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, 14015T OR OTHER DEVICE MAT WILL CONVEY' DEBRIS TO GRADE LEVEL IN A CONTRCLLED DESCENT. C. CLEANING: CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 35 SELECTIVE DEMOLITION A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE 5C1ENT REQUIRED 5Y NEW CONSTRUCTION AND AS INDICATED, USE MEMODS REQUIRED TO COMPLETE TI-IE WORK WIMIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: 1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION, USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN, 2. CUT OR DRILL FROM T14E E(POSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. 3, DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. 4, MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS 50 AS NOT TO IMPOSE E(CESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. 7. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES THAT ARE TO REMAIN TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 5. EXISTING FACILITIES: COMPLY WITH LANDLORD'S REQUIREMENTS FOR USING MD PROTECTING ELEVATORS, STAIRS, VIAU:NLAYS, LOADING DOCKS, BUILDING ENTRIES, AND 0T1-ER BUILDING FACILITIES DURING SELECTIVE DEMOLITION OPERATIONS. C. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. D. CONCRETE SLABS-ON-GRADE: SAW-OJT PERIMETER OF AREA TO BE DEMOLISHED, THEN BREAK UP AND REMOVE. E. RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RECI-NP AND ITS ADDENDUM. I. REMOVE RESIDUAL ADHESIVE AND PREPARE SUBSTRATE FOR NEW FLOOR COVERINGS BY ONE OF THE METHODS RECOMMENDED BY RFCI. F. ROOFING: REMOVE NO MORE EXISTING ROOFING TAN CAN 13E COVERED IN ONE DAY II3Y NEN ROOFING. REFER TO APPLICABLE DIVISION 7 SECTION FOR NEW ROOFING REQUIREMENTS, 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL: PROMPTLY DISPOSE Cf DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-5ITE. B. BURNING: DO NOT BURN DEMOLISHED MATERIALS. 3.7 VERIFICATION OF EXISTING CONDITIONS A. IMMEDIATELY UPON COMPLETION OF DEMOLITION OPERATIONS AND PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER OF ANY DESCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS FOR THE FOLLOWING I. OVERALL WIDTH (FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD AT DEMISING WALLS FOR EACH VARIANCE IN DIMENSION. 2, OVERALL LENGTH (LEASE LINE TO INNER FACE a GYPSUM BOARD ON REAR WALL) FOR EACH VARIANCE IN DIMENSION. 3, ANY AND ALL COLUMN LOCATIONS (FREE STANDING OR PROJECTING) 4, AVAILABLE CLEAR HEIGHT FOR STOREFRONT AND CEILINGS 5. ANY EXPANSION JOINTS, CLEAN-OUTS OR ACCESS PANELS, ETC. 6, ar IRREGULARITIES IN FLOOR SLAB ELEVATIONS. B. CONTRACTOR SHALL FORWARD T5 INFORMATION TO THE OWNER'S CONSTRUCTIN MANAGER IN WRITING, PRIOR TO COMMENCEMENT OF WORK. SECTION 02300 - EARTHWORK PART 1 •-• GENERAL 1,1 11115 SECTION INCLUDES ALL E(CAVATION AND BACKFILLING FOR FOUNDATIONS, CONCRETE FROST SLABS AND OTHER WORK AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS, PART 2 - PRODUCTS (NOT USED) PART 3 - IXECLTEION 3.1 CONTRACTOR SALL LOCATE ALL UNDERGROUND UTILITIES IN ME AREA OF EXCAVATIONS PRIOR TO COMMENCING WORK. COORDINATE WITH THE LANDLORD'S REPRESNTATIVE TO VERIFY ALL UNDERGROUND UTILITIES IN THE AREA. 3.2 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED 13T SETTLEMENT, LATERAL. MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTMORK OPERATIONS. PROTECT SUB-GRADES AND FOUNDATION SOILS AGAINST FREEZING TEMPERATURES OR FROST. 3,3 PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUB--GRADES AND FROM FLOODING. PROTECT SUB-GRAPES FROM SOFTENING, UNDERMINING, NIAS14CUT AND DAMAGE BY RAIN CR WATER ACCUMULATION, 3.4 BACKELL ALL EXCAVATIONS FOLLOWING COMPLETION OF FOUNDATIONS. TAKE PRECAUTIONS AS REWIRED SO NOT TO DISTURB OR MISALIGN FOUNDATIONS, COMPACT BACKFILL MATERIALS IN LIFTS TO ELIMINATE possisiLrry FOR FUTURE SETTLEMENT OF PAVEMENTS AND GRADES SURROUNDING STOREFRONT AREAS. SECTION 03301 - CONCRETE PART I - GENERAL 1.1 13115 SECTION INCLUDES PREPARATION OF EXISTING CONCRETE SLABS FOR NEW FLOOR FINISHES AND NEW CONCRETE SLABS ON GRADE WHERE INDICATED ON 111E DRAWINGS. ALL WORK BY GENERAL CONTRACTOR. 1,2 FLOOR SLAB PREPARATION: GENERAL CONTRACTOR SI-kLL PATCH TOP OF CONCRETE FLOOR SLAB TO OBTAIN A 5M0011-1, F1-1194 SURFACE. NEIN CONCRETE FLOORS SHOULD CURE A MINIMUM OF 28 DAYS BEFORE INSTALLATION OF SUB-FLOOR MATERIALS AND HAVE A !DENSITY GREATER TIIAN 90 LBS. PER CUBIC FOOT. FLOORS ON GRADE MUST BE PROPERLY HYDRATED. CHECK NE MOISTURE SUITABILITY Of THE SLABS ON GRADE. A. CONCRETE MOISTURE TESTING: G.C. 51-1ALL TEST CONCRETE SLABS USING EITHER (1) A MOISTURE METER MEASURING CHANGE IN RELATIVE HUMIDITY SUCH AS THAT AVAILABLE FROM BONE DRY PRODUCTS Of KEN051-1A, lI 262-564-8422 OR (2) MOISTURE MOISTURE MISSION CALCIUM CHLORIDE TEST KIT #625 AS AVAILABLE FROM TAYLOR TOOLS OF DENVER, CO. 303-371-7667. GENERAI- CONTRACTOR SHALL PERFORM AND RECORD ONE READING OF THE SLAB IN EACH OF THE SALES ROOMS, THE LOUNGE 22 AND THE STOCKROOM AREA. MEASUREMENTS TO BE CONDUCTED IN ACCORDANCE WIT11 MEASUREMENT METER MANUFACTURE1R5 INSTRUCTIONS. B. AVERAGE RELATIVE HUMIDITY CHANGE REAPING OF 801 OR BELOW OR MOISTURE EMISSION RATE READINGS NOT E(CEEDING 3 LB5. Of MOISTURE PER 1,000 SQ, FT. IN 24 HOURS IS ACCEPTABLE. IF READINGS EXCEED THESE LIMITS REPORT FINDINGS TO 14OLLISTER CONSTRUCTION MANAGER. FOR CONCRETE SLABS WITH RELATIVE RUMIDITY OR MOISTURE EMISSION READINGS ABOVE T1-1ESE ACCEPTABLE LEVELS G.C. WILL SCARIFY' OR SHOTBLAST SLAB AND APPLY A MOISTURE VAPOR BARRIER, AS MANUFACTURED BY BOSTIK, BONE DRY OR EQUAL. G.C. WILL ADVISE WOOD FLOOR INSTALLER OF THIS CONDITION SO THAT FLOOR INSTALLER WILL ARRIVE ON SITE PREPARED TO STALL FLOOR UTILIZING THE APPROVED FLOATING SUBFLOOR INSTALLATION PROCEDURE, C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING, REPAIRING OR REPLACEMENT OF E(ISTING CONCRETE SLABS. E(ISTING CONCRETE SLAB SURFACE SHALL BE SMOOTHED TO RECEIVE SUBFLOOR OR TILE, ENTIRE SLAB WILL BE LEVELED TO I/2 OVER 10-0' FOR - 114E SALES FLCOR AND 1/8 AT CASHWIRAP, BACKWRAP AND STOCKROOM USE SELF-LEVELING UNDERLAYMINT MATERIAL AS SPECIFIED IN 2.8 BELOW, FOLLOW ALL MANUFACTURERS' INSTALLATION SPECIFICATIONS. GENERAL CONTRACTOR SALL REPORT CONDITION OF CONCRETE SLAB AND PLAN FOR REMEDIAL ACTION IF NECESSARY TO OWNER'S CONSTRUCTION MANAGER DURING - 111E 2ND WEEK OF TI4E CONSTRUCTION SCHEDULE. D. NEIN CONCRETE SLABS TO RECEIVE PLYWOOD SUBFLOOR SHALL HAVE A SOFT BROOM FINISH AND EfISTING CONCRETE SLABS SHALL BE SCARIFIED OR 5+10113LASTED AS NECESSARY TO INSURE AND ACHIEVE ADHESION OF TI4E PLYWOOD TO THE SLAB. REMOVE PAINT OLD ADHESIVES OR OTHER IMPURITIES THAT WOULD HINDER ADHESION Of THE SUB-FLOOR MATERIALS, 1.3 QUALITY ASSURANCE: COMPLY WITH ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE', INCLUDING STEEL REINFORCEMENT AND SUPPORTS, CONCRETE MIXTURES AND I4ANDLING, PLACING AND CONSTRUCTING CONCRETE UNLESS MODIFIED BY - ri4E CONTRACT DOCUMENTS. L4 THIS SECTION INCUJDES CAST-IN-PLACE CONCRETE INCLUDING FORMWORK, REINFORCING, CONCRETE MATERIALS, PLACEMENT PRGCEDURE-5 AND FINISHING OF IXTERIOR FOUNDATIONS, FROST SLABS AND PORCH SLAB AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS. INCLUDES METAL FORMS FOR FROST SLAB SUPPORT. ALL WORK BY - n4E GENERAL CONTRACTOR. PART 2 - PRODUCTS 2.1 REINFORCING BARS: ASTM A6I5/A 615M, GRADE 60, DFORI1ED 2.2 PLAIN STEEL WELDED WIRE FABRIC: ASTM A IS, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS, 2.3 CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 1E0, TYPE 1 B. NORTAL WEIGNT AGGREGATES: As-rm CA UNIFORMLY GRADED, NOT EXCEEDING 3/4 INCI-I NOMINAL SIZE. NOMINAL MAXIMUM SIZE FOR FOUNDATIONS SHALL BE I-1/2'. C. WATER POTABLE COMPLYING WITH ASTN C 94 2.4 ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE NAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE COMPATIBLE INITh OTHER ADMIXTURES. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. A. AIR ENTRAINING ADMXTURES: AST11 C 94. 2.5 VAPOR RETARDER 10 MIL STEGONRAP BY STEGO INDUSTRIES 8T1-464-78341 2.6 CURING MATERIALS: CLEAN WATERBORNE MEMBRANE FORMING CURING COMPOUND, ASTM C 309, rrPE I CLASS B, 18 TO 22 PERCENT SOLIDS. VERIFY C.OMPATIBILITY OF CURING COMPOUNDS 111114 APPLICATION OF FINISH FLOORING MATERIALS INIT14 THE OWNER'S CONSTRUCTION MANAGER PRIOR TO APPLICATION, 2.7 CONCRETE MIXTURES: COMPLY WITH ACI 301 FOR CONCRETE MIXES. MATERIAL SHALL BE READY MIXED COMPLYING WITH ASTM. C94 UNLESS JOB SITE MIXES APPROVED BY NE OWNER'S CONSTRUCTION MANAGER. A. INTERIOR SLABS ON GRADE SHALL HAVE COMPRESSIVE STRENGTR OF 3,500 P5I; SUMP 4 +/- B. FOOTINGS SHALL HAVE COMPRESSIVE STRENGTH OF 3,000 P5I, NON-AIR-ENTRAINED. MAXIMUM 51_1J11P 4 +/- 1. C, EXTERIOR AND OTHER CONCRETE EXPOSED TO WEATHER: COMPRESSIVE STRENGTH OF 5,000 P5I, AIR ENTRAINED. MAXIMUM SLUMP +/- T. MINIMUM CEMENTITIOUS MATERIAL CONTENT TO BE 610 LB/CY, MAXIMUM LNATER/CEMENTITIOUS MATERIAL RATIO Of 0.40. 1. AIR CONTENT OF CONCRETE EXPOSED TO FREEZING AND OR DE-ICING CHEMICALS - 6 PERCENT. 2.8 PATCHING AND LEVELING CONCRETE MIXTURES: PROVIDE LATE{ SKIM COAT MATERIALS FOR PATCHING AND LE/ELI UP TO V2 INCH TNICKNESS RERE RECOMMENDED BY ThE MANUFACTURER. FOR AREAS REQUIRING THICKNESS GREATER THAN V2 NCH THICKNESS, USE ARDE( SELF LEVELING CONCRETE MIXTURE APPROVED BY THE ONNE1R CONSTRUCTION MANAGER. ARDE{ MATERIALS 51-1ALL BE K-I5, SELF-LEVELING UNDERLAYMENT CONCRETE FOR APPLICATIONS FROM FEATHEREDGE TO 5 A. ARDE( INC. 412404-1200 PART 3 - EXECUTION 3j STEEL REINFORCEMENT: COMPLY WITH CRSIS MANUAL OF STANDARD PRACTICE FOR FABRICATING, PLACING AND SUPPORTING REINFORCEMENT, A. JOINTS: CONSTRUCT JOINTS TRUE TO LINE INITH FACES PERPEVICULAR TO SURFACE PLANE OF CONCRETE. LOCATE CONSTRUCTION JOINTS AT LOCATIONS INDICATED OR AS APPROVED 13Y TNE LANDLORD B. PROVIDE CONTROL JOINTS IN SLABS ON GRADE BY SAW CUTTING INIT1-1 POWERED SAWS. CUT 1/8 WIDE JOINTS INTO CONCRETE WNEN curriNG ACTION WITH NOT TEAR, ABRADE OR OTHERWISE DAMAGE SURFACES AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. PROVIDE JOINTS AT 20 FOOT ON CENTER EACH MY UNLESS INDICATED OTHERWISE. 3.2 CONCRETE PLACEMENT: COMPLY W1114 RECOMMENDATIONS OF ACI 304R FOR MEASURING, NIXING, TRANSPORTING AND PLACING CONCRETE. DO NOT ADD WATER DURING DELIVERY OR AT PROJECT SITE. 3,3 FINISHING UNFORMED SURFACES: COMPLY WITH ACI 302.1R FOR SCREE1ING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. A. TROWEL FINISH: APPLY A HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEN OR TO BE COVERED WITH RESILIENT FLOORING, HOOD FLOORING, PAINT OR OTHER THIN FILM FINISH C0AT11.4 SYSTEM, B. TROWEL AND FINE BROOM FINISH: APPLY A PARTIAL TROWEL FINISH, STOPPING AFTER SECOND TROWELING, TO SURFACES INDICATED AND WHERE CERAMIC TILE 15 TO BE INSTALLED BY THINSET METHODS. IMMEDIATELY AFTER SECOND TROWELING, AND WHIN CONCRETE 15 STILL PLASTIC, SLIGHTLY SCARIFY SURFACES W1114 A FINE BROOM. 3,4 CONCRETE PROTECTION AND CURING: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD CR 140T TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD NEATNEIR PROTECTION AND FOLLON RECOMMENDATIONS IN ACI 305R FOR HOT WEATHER PROTECTION DURING CURING, BEGIN CURING AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACES, A. CURE FORMED CONCRETE FOR AT LEAST SEVEN DAYS BY MOISTURE CURING, MOISTURE-RETAINING COVER CURING, CURING COMPOUND OR A COMBINAT1014 OF THESE METHODS. PATCRING AND LEVELING MIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, SECTION 05400 - COLD FORMED METAL FRAMING PART I - GENERAL 1.1 11-11S SECTION INCLUDES EXTERIOR NON-LOAD BEARING WALL FRAMING AND MISCELLANEOUS FRAMING AS INDICATED ON THE DRMINGS PART 2 - PRODUCTS 2.1 STEEL STUDS: MANUFACTURER'S STANDARD CNSHAPED STUDS OF WEB DEPTPS INDICATED, PUNCHED, WITH STIFFENED FLANGES COMPLYING WITH ASTI1 C 95 AND AS FOLLOWS: A. MINIMUM UNCOATED STEEL THICKNESS: 18 GAUGE (0.0428 INCH) ID{CEPT WHERE ThICKER GAUGES INDICATED. FLANGE WIDTH 1 5/8 2.2 STEEL TRACK: MANUFACTURER'S STANDARD U-SHAPED TRACK OF WEB DEPTHS INDICATED, UNPUNCHED, WITH UNSTIFFENED FLANGES COMPLYING WITH AST11 C 95. GAUGE TO MATCR STEEL STUDS. 2.3 STEEL COATING FOR STUDS, TRACK AND ACCESSORIES SHALL BE GALVANIZED WITH MINIMUM G60 PER ASTM A 653/A 653m. A. FRAMING ACCESSORIES: PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND CONFIGURATION FOR SUPPLEMENTARY FRAMING, BRACING, BRIDGING AND SOLID BLOCKING, END CLIPS, ETC. FABRICATE OF SAME MATERIAL AND FINISI4 USED FOR FRAMING MEMBERS. B. CURING MATERIALS: CLEAN WATERBORNE MEMBRANE FORMING CURING COMPOUND, ASTM C 309, TYPE PART 3 - EXECUTION 3.1 INSTALL COLD-FORMED METAL FRAMING (CFMF) ACCORDING TO ASTM C 1007 UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. INSTALL FRAMING AND SECURELY ANCHOR TO SUPPORTING STRUCTURE. 3.2 INSTALL CFMF AND ACCESSORIES PLUM, SQUARE MD TRUE TO LINE AND WITH CONNECTIONS SECURELY FASTENED ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS AND REQUIREMENTS. 3,3 INSTALL CONTINUOUS TRACKS SIZED TO MATC11 STUDS. FASTEN BOTH FLANGES OF STUDS TO TOP AND BOTTOM TRACKS. ISOLATE NON-LOAD BEARING STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER Of VERTICAL LOADS WHILE PROVIDING LATERAL SUPPORT. INSTALL DEFLECTION TRACKS WHERE REQUIRED. 3.4 INSTALL. HORIZONTAL BRIDGING IN STUDS SPACED NOT MORE MAN Er APART. FASTEN AT EACH STUD INTERSECTION, INSTALL ROW OF HORIZONTAL BRIDGING WITHIN 18 INCHES OF DEFLECTION TRACK, BRIDGING %ALL BE COLD ROLLED STEEL CHANNEL, 3.5 INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING STUD KICKERS, CLIP ANGLES, ANCHORS AND FASTENERS TO PROVIDE A COMPLETE AND STABLE FRAMING SYSTEM. SECTION 05800 - EXPANSION CONTROL PART 1 - GENERAL 1.1 THIS SECTION INCLUDES E(PANSION JOINT DETAILS AT CEILING AND WALLS. A. DECORATIVE METALS: INSTALL OMER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFIN151-IED METAL, ETC... AS INDICATED ON DRAWINGS, PER MANUFACTURER'S RECOMMENDATIONS. G.C. TO MAKE TWO (2) SEPARATE ORDERS TO LAMBERT SHEET METAL INC. CONTACT: DANNY BLOTS (614)237-0384. PART 2 - PRODUCTS 2.1 GNIB CEILING AND WALLS TO GET USG 14093 BY G.C,, REFER TO DETAILS. 2.2 NON-SEISMIC FLOORING ID{PANSION JOINT TO BE SUPPLIED BY OWNER THRU LAMBERT SNEET METAL CO. (614) 237-0834, REFER TO DETAILS. 2,3 SEISMIC a(PANSION JOINTS NOT APPLICABLE 2.4 THE CONTRACTOR 15 RESPONSIBLE TO CAMINE THE S1JB5TRATE AND INSTALL CONTROL OR EXPANSION JOINTS AS REQUIRED DUE TO EXISTIts1G CONDITIONS. WHEN CONTROL JOINTS/EXPANSION JOINTS ARE REQUIRED, VE CONSTRACTOR 15 TO CONTACT TNE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL OF MEVODS OR SYSTEMS PRIOR TO INSTALLATION. G.C. TO IDENTIFY ALL JOINTS IF IN THE SUBSTRATE IN AREAS WITH FINISHED LIGHT WEIGHT CONCRETE FOR PURPOSE OF REPLICATION IN FINI5WED MATERIALS. (IF THE SLAB HAS A JOINT, 50 WILL THE FINISH FLOOR.) SECTION 06105 - CARPENTRY PART 1 - GENERAL 1.1 114IS SECTION INCLUDES WOOD BLOCKING, &WEANING, SUB-FLOORING AND PLYWOOD BACKING PANELS. 1.2 INCLUDES ROUGI4 CARPENTRY FOR EXTERIOR STOREFRONT FRAMING, PORCH ROOF CONSTRUCTION, BLOCKING, PLYWOOD 54IEATHING AND UNDERLA111ENT. L3 SECTION INCLUDES INSTALLATION OF ALL OWNER SUPPLIED MILLNORK, STANDING AND RUNNING TRIM, INTERIOR PANELING, SHELVING AND STANDARDS, CABINET CASENORK, AND DOORS AND FRAMES AS INDICATED ON THE DRAWINGS. A, MATERIALS OF QUESTIONABLE QUALITY SHALL NOT BE INSTALLED. IF MATERIALS Of QUESTIONABLE QUALITY ARE INSTALLED, THEY SHALL BE REPLACED BY THE CONTRACTOR AT I-115 SOLE IB(PBNSE WITH NO CONSIDERATION FOR ADDITIONAL TIME. 1.4 RECEIPT, INVENTORY, STORAGE AND HANDLING OF ALL OWNER SUPPLIED PRODUCTS SNALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR %IALL, WININ 48 HOURS OF RECEIPT OF PRODUCTS, NOTIFY THE ONNER CONSTRUCTION MANAGER Of ANY DISCREPANCIES, DAMAGES OR M1S5NG ITEMS. PART 2 - PRODUCTS 2.1 LUMBER: DOC P5 20 AND APPLICABLE RULES OF LUMBER GRADING AGENCIES CERTIFIED 13i AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW, FACTORY 11ARK EACH PIECE OF LUMBER WITH GRADE STAMP OF AGENCY. PROVIDE DIMENSION LUMBER WITH H PERCENT MAXIM1J141 MOISTURE CONTENT FOR CONCEALED APPLICATIONS. 2.2 FIRE RETARDANT TREATED MATERIALS: PROVIDE MATERIALS MAT COMPLY WIT14 PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND C27 (PLYWOOD), IDENTIFY ALL PRODUCTS WITH APPROPRIATE CLASSIFICATION MARKINGS OF UL OR ANOTHER TESTING AGENCY ACCEPTABLE TO THE AUTNORITIES HAVING JURISDICTION, 2.3 SHEATHING: A. PLYWOOD SHEATHING: APA RATED SHEATHING EXTERIOR, EXPOSURE I, THICKNESS AS INDICATED ON THE DRAWINGS. 114ICKNESS NOT LESS THAN 23/32'. B. /41ALL SHEATHING: APA RATED SHEATHING, ECTERIOR, E(POSURE I, THICKNESS A5 INDICATED ON THE DRAWINGS, MINIMUM THICKNESS 15/32. FIRE RETARDANT MATERIAL UNLESS 0114ERINISE INDICATED. C. ROOF 5EAThIN APA RATED SHEATHING, EXTERIOR, EXPOSURE 1, THICKNESS AS INDICATED ON TRE DRANIINGS, MINIMUM THICKNESS 15/32. FIRE RETARDANT MATERIAL UNLESS OTHERWISE INDICATED. 2.4 PLYWOOD BACKING PANELS: DCC PS I, EXPOSURE 1, C-D PLUGGED, FIRE RETARDANT TREATED NOT LESS THAN V2 TNICKNESS. 2.5 FASTENERS; PROVIDE FASTENERS OF SIZE AND TYPE INDICATED TNAT COMPLY WITH REQUIREMENTS OF GOVERNING AUTHORITIES, AS A MINIMUM COMPLY WITH TABLE 2345.2 ''FA5TENING SCHEDULE' IN THE BOCA NATIONAL DUILDING CODE. PROVIDE EASTENERS INITH HOT-DIP 7IN COATING COMPLYING WITI4 ASTM A153/A153M 14-1ERE ROO CARPENTRY 15 EXPOSED TO WEATHER. 2.6 BUILDING PAPER: ASPI4ALT SATURATED ORGANIC FELT C.OMPLYING WITH ASTil D226, TYPE 1 (NO, 5 ASPHALT FELT), UNPERFORATED. 2.7 SILL SEALER GASKETS: CLOSED CELL NEOPRENE FOAM, I/4 THICK. 2.B FIBERGLASS REINFORCED PANELS (FRP): K EML. I T E FIBERGLASS REINFORCED PLASTIC PANELING, FIR E-X GLASBOARD, PIN ITE - EMBOSSED FINISH, .09' THICKNESS. FURNISH WITI-1 PERIMETER MATCHING J-MOLDINGS AND TRIM. PART 3 - EXECUTION 3.1 SET ROUGH CARPENTRY WORK TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB, TRUE TO LINE, CUT AND FITTED, SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS INDICATED OR COMPLYING WITH FASTENING SCHEDULE CONTAINED IN LOCAL OR STATE BUILDING CODES, 3.2 PROVIDE FIRE RETARDANT LUMBER, SHEATRING AND SUB-FLOORING WHERE REQUIRED BY TI4E DRAWINGS OR GOVERNING ALTMORITIES, 3.3 BLOCKING AND NAILER INSTALLATION: INSTALL WERE INDICATED AND WHERE REQUIRED FOR ATTACHMENT OF OTHER WORK. PROVIDE N-WALL BLOCKING FOR ATTACHMENT OF ALL STORE FIXTURES, 3.4 SHEATHING: FASTEN WALL SHEATHING TO METAL FRAMING WITH SCREWS. SPACE PANELS 1/8 APART AT EDGES AND ENDS. 3.5 BACKING PANELS: SCREW TO SUPPORTS, 36 INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE AND ALIGNED WITH ADJACENT MATERIALS, SCRIBE AND CUT FINISH CARPENTRY TO FIT ADJOINING WORK. COUNTERSINK FASTENERS, FILL SURFACES FLUSH AND SAND INHERE FACE FASTENING 15 UNAVOIDABLE. 3.7 STANDING AND RUNNING TRIM: INSTALL. WITH A MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL-LENGT14 PIECES FROM MAXIMUM LEKTHS OF TRIM AVAILA13LE. DO NOT USE PIECES LESS THAN 24 ECEPT WHERE NECESSARY. STAGGER JOINTS IN ADJACENT AND RELATED STANDING AND RUNNING TRIM, COPE AT RETURNS AND MITER AT CORNERS TO PRODUCE TIGHT-FITTING JOINTS WITI4 FULL SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. USE SCARF JOINTS FOR END-TO-END JOINTS. A. BACK CUT FLAT TRIM TO PREVENT WARPING AND DRILL INHERE NECESSARY TO PREVENT SPLITTING. 3.8 MILLWORK AND CABINETS: INSTALL MILLWORK AND CABINETS WITHOUT DISTORTION AND ANCHOR SECURELY TO BLOCKING AND SUPPORTS. 3.9 SEE MILLWORK INSTALATION DRAWINGS. 3.10 DOORS AND FRAMES: INSTALL DXR5 AND FRAMES, INCLUDING OWNER SUPPLIED MILUNORK DOORS PER INDUSTRY STANDARDS. INSTALL DOORS WITH EVEN SPACES ON ALL SIDES. 3.11 PROTECTION: THE CONTRACTOR SI-IALL BE RESPONSIBLE FOR PROTECTING ALL MILLNIORK, CA.BNET5 AND TRIM, PROVIDE. VISQUEEN, CARDBOARD ETC AS REQUIRED. SECTION 07210 - BUILDING INSULATION PART I - GENERAL 1.1 THIS SECTION INCLUDES INSULATION UNDER SLABS ON GRADE, CONCEALED BUILDING INSULATION AND VAPOR BARRIERS N-IERE SPECIFICALLY REQUIRED ON T14E DRAWINGS.. L2 PROVIDE INSULATION WITH FIRE TEST RESPONSE CHARACTERISTICS ACCEPTABLE TO ALTMORITIES HAVING JURISDICTION, IDENTIFY MATERIALS WITN APPROPRIATE MAIRKING5 OF APPLICABLE TESTING AND INSPECTING AGENCY, PART 2 - PRODUCTS 2.1 EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE VII, 2.20 LWCU.FT. KITH MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDICES OF 75 AND 450 RESPECTIVELY, 2,2 FACED MINERAL FIBER BLANKET INSULATION: ASTLI C665, TYPE III, CLASS A; CATEGORY 1, FACED WITH FOIL-SCRIM-KRAFT MEMBRANE ON ONE FACE, CONSISTING OF FIBERS MANUFACTURED FROM GLASS, MEMBRANE FACED SURFACE WITH A FLAME SPREAD OF 25 OR LESS. 2.3 UNFACED MINERAL FIBER BLANKET INSULATION: ASTM C665, TYPE I CONSISTING OF FIBERS MANUFACTURED FROM GLASS, INITI-1 MAXIMUM FLANIE SPREAD AND SMOKE DEVELOPED INDICES OF 25 AND 50 RESPECTIVELY; PASSING ASTM E 136 FOR COMBUSTION CI4ARACTERISTICS. 2.4 POLYETHYLENE VAPOR RETARDER: ASTM P 43q7, 6 MILS THICK WIM MAXIMUM PERMEANCE RATING OF 0.13 PERM. 2.5 UNEACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C. 665 TYPE I. PASSING ASTM E 11'9 AS PART OF A COMPLETE EIRE TESTED NALL ASSEMBLY 1411714 STC RATING OF 54 OR EQUAL. PART 3 - EXECUTION 3.1 COMPLY NITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. INSTALL INSULATION NAT IS UNDAMAGED, DRY AND UNSOILED AND MAT HAS NOT BEEN LEFT EXPOSED ANY TIME. 3.2 EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE AREA TO BE INSULATED, CUT AND FIT TIGI4TLY AROUND OBSTRUCTIONS AND FILL VOIDS. 3.3 SET VAPOR-RETARDER-FACED UNITS WITH VAPOR RETARDER TO WARM SIDE Of CONSTRUCTION, TAPE JOINTS AND RUPTURES AND SEAL EACH CONTINUOUS AREA OF INSULATION, SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.1 TI415 SECTION INCLUDES NON-STRUCTURAL, CLASS P5, ECTERJOR INSULATION AND FINISH SYSTEM (EIF5), CONSISTING Of ADHESIVE AND/OR MECHANICAL ATTACHMENT, INSULATION BOARD, BASE COAT, REINFORCING MES14 AND FINISH COATS AT EXTERIOR STOREFRONT APPLICATIONS A5 INDICATED ON THE DRAWINGS, 1.2 CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR AND EQUIPMENT REQUIRE) TO APPLY EIFS AND RELATED WORK 1,3 UNLOADING, RECEIVING, STORAGE AND HANDLING OF EIFS PRODUCTS AT II-1E PROJECT SITE SHALL BE PERFORMED DT THE CONTRACTOR. 1.4 QUALITY ASSURANCE: FIFS FINISH AND BASE COAT SHALL BE TESTED AS WAVING A FLAME SPREAD OF 25 OR LESS PER As E-l. 1.5 SUI3MITTALS: CONTRACTOR SHALL SUBMIT SAMPLES OF FINISH COLORS AND TEXTURES TO WE OIABIER FOR APPROVAL PRIOR TO COMMENCING INSTALLATION. PART 2 - PRODUCTS 2.1 EIFS SYSTEM 15 BASED ON SENERGY SENERFLID<, CLASS P13 SYSTEM. EGUIVALENT SYSTEMS BY OTREIR MANUFACTURERS ARE ACCEPTABLE WHEN APPROVED BT WE ARCNITECT, NEN THE OMER. 2.2 INSULATION RETAINER: MANUFACTURER'S APPROVED SURFACE MOUNTED RETAINER OF TYPE AND SIZE APPROVED BT ThE MANUFACTURER, WIND DEVIL OR EQUIVALENT. 2.3 INSULATION BOARD: MANUFACTURER'S INSULATION BOARD MEETING OR IXCEEDING ASTN C 578, NOMINAL 1,0 PCF, AGED EXPANDED POLYSTYRENE A. FLANIESPREAD AND SMOKE DEVELOPMENT SHALL DE 25 AND 450 OR LESS RESPECTIVELY PER 5111 E 54. B. MAXIMUM SIZE V X 4' X 4'. INICKNESS AS INDICATED ON THE DRAWINGS, 2.4 REINFORCING MESH SHALL BE A BALANCED, OPEN WEAVE, TREATED GLAS5 FIBER FAI3RIC TREATED FOR ALKALINE RESISTANCE AND CONFORMING TO ASTM P 579, ATOM D 682, ASTM D 5035 AND CLASSIFICATIONS INDICATED: A. STANDARD MESH: 4$ OZ. HIGH IMPACT MESH: INTERMEDIATE (12.0 OZ,) + STANDARD (41.5 OZ.) 2.5 BASE COAT: 100 PERCENT PURE ACRYLIC-BASED PRODUCT, SITE MIXED INITI4 PORTLAND CEMENT, SENERGY AVNESIVE/BASE COAT OR APPROVED EQUAL, 2.6 FINISH COAT: FACTORY MIXED FORMULATION OF 100 PERCENT PURE ACRYLIC POLMERS AND AGGREGATE CONTAINING A MINIMUM OF 10 PERCENT ACRYLIC SOLIDS Of TOTAL SOLIDS BY WEIGHT. INTEGRALLY PIGMENTED AND FORMULATED FOR SPECIFIC TEXTURES. SENERGY SENERFLEX FINISH OR APPROVED EQUAL. A. COLORS FOR EIF5 FINIS1-1 COAT SHALL BE CUSTOM COLORS TO MATCH OWNER'S STANDARDS COLORS AND PAINT FINISHES. TWO COLORS REQUIRED, B. TaTURE OF EIFS FINISH COATS SHALL BE CUSTOM TEXTURE AS APPROVED BY IRE OWNER. 2.7 EXTERIOR SEALANTS: SEALANTS %ALL BE COMPATIBLE 111 ElF5 AS APPROVED BY THE MANUFACTURER. DOW CORNING 7140 AND 791 SILICONE SEALANTS OR OTHER APPROVED EQUAL. COLOR AS SELECTED ST THE OWNER. A. BACKER ROD SNALL BE CLOSED CELL, NON-STAINING, NON-ABSORBENT ECTRUDED POLYET14YLENE FLEXIBLE ROD AS RECOMMENDED 131 THE MANUFACTURER OF THE SEALANT. 5. PRIMER: USE AND APPLICATION AS RECOMMENDED BY TWE SEALANT MFG. SURFACES SHALL BE PRIMED IF REQUIRED PRIOR TO INSTALLATION OF SEALANT. PART 3 - EXECUTION 3.1 !DOMINATION: INSTALLER SHALL EXAMINE SUBSTRATES TO DETERMINE IF THEY ARE SATISFACTORY CONDITION TO RECEIVE EIFS. DO NOT PROCEED NITH INSTALLATION OF EIES UNTIL UNSATISFACTORY CONDITIONS NAVE BEEN CORRECTED, 3.2 COMPLY WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION OF EFS AS APPLICABLE TO EACH TYPE OF SUBSTRATE INDICATED. 3.3 BACKWRAPPING: APPLY A SINGLE LATER OF MESH TO SUBSTRATE. 3.4 INSULATION APPLICATION: MECRANICALLY FASTEN INSULATION TO APPROVED SUBSTRATE FOLLOWING MANUFACI1JRER RECOMMENDED PATTERNS. APPLT BOARDS OVER DRY SUBSTRATES IN COURSES WITH TYPICALLY LONG EDGE ORIENTED HORIZONTALLY. STAGGER VERTICAL JOINTS IN SUCCESSIVE COURSES TO PRODUCE RUNNING BOND PATTERN, OFFSET JOINTS FROM JOINTS IN SUBSTRATES (MIN 6 OFFSET). A. COORDINATE INSTALLATION OF INSULATION WITH CONTIGUOUS CONSTRUCTION TO PRODUCE A NALL SYSTEM 114AT DOES NOT ALLOW WATER TO PENETRATE BEHIND EFS. 35 BASE COAT PREPARATION: COMPLETE BACKWRAPPING OF MESH IN ACCORDANCE kl BACKWRAPPING REQUIREMENTS. INSTALL A MINIMUM q 1/2 X 12 DIAGON.AL REINFORCEMENT AT ALL WINDOWS, DOORS, OR 011-1ER PEIE1 RATIONS CORNERS. APPLY DOUBLE WRAP OF MESH AT ALL INSIDE AND OUTSIDE CORNERS aTENDING A MINIMUM OF 12 ONTO ADJACENT SURFACES. 3.6 BASE COAT APPLICATION: APPLY ADHESIVE/BASE COAT TO ID(P05E10 SURFACES OF INSULATION IN MINIMUM NOMINAL THICKNESS REQUIRED FOR FARC EMBEDMENT. 1/10 FOR STANDARD MESH AND 3/32 FOR OTHER MESI-1 ES. IMMEDIATELY IMBED MESH INTO NET BASE COAT. 3.7 REINFORCING MESN APPLICATION: EMBED ME5I4 INTO NET ADHESIVE BASE COAT MIXTURE AND SMOOTH SURFACE UNTIL MES14 IS NOT VISIBLE. LAP MESH 2 1/2 MINIMUM ON ALL SIPES. MESH MUST BE CONTINUOUS THROUGH ALL INTEIRIOR AND ID:TERIOR CORNERS EXTENDING BETCND CORNERS A MINIMUM OF 12'. A. ALLOW BASE COAT TO CURE A MINIMUM OF 12 HOURS, B. FOR AREAS INDICATED TO RECEIVE IMPACT RESISTANT EIFS, APPLY A SECOND LAYER OF INTERMEDIATE MESH OVER CURED ME5W13ASE COAT. 3.8 FINISH COAT APPLICATION: APPLY FIN151-1 COAT OVER CLEAN DRY CURED BASE COAT IN MINIMUM THICKNESS REQUIRED BY SYSTEM MANUFACTURER TO PRODUCE A UNIFORM TEXTURED FINISH. APPLY FINISH COAT USING SUFFICIENT MANPOWER AND EQUIPMENT TO INSURE INSTALLATION INITI4OUT JOINTS, SCAFFOLDING LINES, ETC. TEXTURE FINS I4 COAT TO MATCH APPROVED SAMPLE. A. ALLOW FINISH COAT TO CURE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED LITERATURE. FROTEff FROtl, RAIN AND 4 TEMPERATURES BELOW 40 DEGREES F. FOR A MINIMUM OF 24 HOURS AFTER APPLICATION. PROVIDE LONGgR.PRaMTIOgYAS NECESSARY DURING LONER TEMPERATURES AND OR RIGN NUMIDITI" CONDITIONS. CJ t<=, yko:No:o B. CLEANING AND PROTECTION: PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS 11-IAT ENSUE EFS BELEIG DAMAGE OR DETERIORATION AT THE TIME OF OWNER ACCEPTANCE. SECTION 07320 - ROOFING TILES PART I - GENERAL Nov . ci 20(17 Of Tuky, ALL rlfq 0'0 51- " 1 .5WISI 1.1 T1-115 SECTION INCLUDES INSTALLATION OF 'MISSION STYLE CLAY ROOF TILES AT 11-1E ENTRY PORCH, BY THE OWNER. OWNER TO INSTALL ALL COMPONENTS FOR INTERIOR INSTALLATION, A. INSTALLATION FOR INTERIOR (MALL) APPLICATIONS DOES NOT REQUIRE INSTALLATION OF UNERLA19NFS,IGE DAMS AND FLASHINGS. EXTERIOR APPLICATIONS INHERE INDICATED SHALL BE CONSTRUCTa) NIT14 UNDERLAYMENTS, ICE DAMS AND FLAB4ING5 AS REGUIRED TO PROVIDE A WEATHERTIGHT INSTALLATION BY G.C. REMAINING PORCH CONSTRUCTION Err OWNER. G.C. TO COORDINATE CONSTRUCTION NT4 OWNER'S VENDOR 1.2 UNLOADING, RECEIVING, STORAGE AND HANDLING OF ROOF TILE PRODUCTS AT THE PROJECT SITE SRALL BE PERFORMED BY WE CONTRACTOR, PART 2 - PRODUCTS INTERIOR COMPONET5 2.1 ROOFING TILES: MISSION STYLE CLAY TILE UNITS AND TRIM. EXTERIOR COMPONET5 2.2 ROOFING TILES: MISSION STYLE CLAY TILE UNITS AND TRIM. 2.3 UNDERLAYMENT: NO. 30, UNPERFORATED ORGANIC FELT, CCMPLYING NITh ASTM D226, TYPE II, 36 INCHES WIDE. PROVIDE T1410 (2) LAYERS OVER ENTIRE Rca AREA. 2.4 PERIMETER UNDERLAYMENT: POLYETHYLENE SHEET BACKED RUBBERIZED A5F1-1ALT MEMBRANE, 40 MILS THICK. W. R, GRACE ICE AND WATER 51-1IELD OR EQUIVALENT, 25 COPPER FLAWING: ASTI1 13370, TEMPER H100 (COLD ROLLED) EXCEPT WHERE TEMPER 060 Is REQUIRE!) FOR FORMING. 5 OZ. (0.0216 INCI-1 THICK), MEET WHERE NOTED OTHERWISE. 2.6 ROOFING NAILS: N GAGE COPPER NAILS, CNISEL POINT TILING NAILS WITH A MINIMUM 5/16 DIAMETER MEAD AND OF SUFFICIENT LENGTH TO PENETRATE 3/4' INTO SUBSTRATE, 2.7 MORTAR: COMPLY WITH ASTM C270, PROPORTION SPECIFICATION FOR TYPE 1 11' MORTAR MIX. NATURAL COLOR. MIX ONE PART TYPE 'M' PORTLAND CEMENT MORTAR TO FOUR PARTS CLEAN RIVER SAND. 2.8 ROOF DECK - V2' C.D.X FRT 2,9 CONTINUOUS 4 RALF ROUND COPPER GUTTERS WITH HANGERS AT 30 O.C. INIT14 3 DIA, COPPER DOWNSPOUTS. PART 3 - EXECUTION 3.1 COMPLY WIT1-1 OWNER'S WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, AS WELL A5 OWNER SUPPLIED PHOTOS. 32 COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS BUT NOT LESS TI-IAN RECOMMENDED BY 11-IE NRCA STEEP ROOFING MANUAL', OR STRICTER REQUIREMENTS INDICATED ON THE DRAWINGS. 3.3 FELT UNDER1ATMENT: APPLY ONE LATER OF FELT UNDERLATMENT HORIZONTALLY OVER ENTIRE SURFACE, LAPPING COURSES A miNimum OF 2, END LAPS A MINIMUM OF 4 AND IFS AND VALLEYS A MINIMUM OF 6'. FASTEN FELT WITH SUFFIC1 ENT NUMBER OF ROOFING NAILS TO Nap UNDERPAYMENTS IN PLACE UNTIL TILE APPLICATION. A, PROVIDE AN ADDITIONAL LAYER OF FELT UNDERLAYNENT OVER ENTIRE ROOF COMPLYING WITI4 ABOVE. 3.4 PERIMETER UNDERLA1T1ENT; APPLY A MINIMUM 36 INCH WIDE LAYER OF PEIRIMETER UNDERLAYMBIT AT EAVES. 3.5 ROOFING TILE INSTALLATION: BEGINNING AT EAVES, INSTALL ROOFING TILE PER MANUFACTURER'S RECOMMENDATIONS, OWNER'S INSTRUCTIONS AND N ACCORDANCE kirri-i DETAILS AND RECOMMENDATIONS OF THE 1 NRCA STEEP ROOFING'IlANUAL UNLESS OTHERWISE INDICATED PROVIDE MINIMUM 3 LAP BETWEEN SUCCEEDING COURSES. DRIVE NAILS TO CLEAR THE TILE SO TUT TNE TILE WANGS FROM THE NAIL AND 15 NOT DRAWN UP. A. INSTALL MORTAR AT JOINTS AND LEAVE IN l IR0UG1-1' STATE PER OWNER'S APPROVAL, MORTAR DOES NOT HAVE TO BE TOOLED. B. INSTALL MATCHING SPECIAL UNITS AT 14IP5, SET HIP TILES IN FULL BED OF MORTAR. 3,6 FLASWING: INSTALL METAL FLASHING AS INDICATED AND IN ACCORDANCE NITI4 DETAILS AND SPECIFIED REQUIREMENTS. 3.7 REPLACE DAMAGE MATERIALS INSTALLED UNDER THIS SECTION. SECTION 07620 - SHEET METAL FLASHING & TRIM PART I - GENERAL 1.1 THIS SECTION INCLUDES SHEET METAL FLASHING AND TRIM AT AREAS WITH CLAY TILE ROOFING TILE AND EIFS AT VTERIOR STOREFRONT AREAS AS INDICATED ON THE DRAWINGS. ALL FLASHING AND 51-IEET METAL WORK 514A1J- BE FURNISHED AND INSTALLED BT THE CONTRACTOR 1,2 QUALITY ASSURANCE: ENGAGE AN EXF'ERIENCED INSTALLER INNO RAS COMPLETED SHEET METAL FLASHING AND TRIM WORK SIMILAR IN MATERIAL AND DESIGN AND CTENT OF NAT INDICATED FOR THIS PROJECT. PART 2 - PRODUCTS 2.1 COPPER: 16 OZ, 2.2 FABRICATION: A. FABRICATE COPPER FLASNINGS AND TRIM TO COMPLY WITH RECOMMENDATIONS OF SMACNA 'ARCHITECTURAL SHEET METAL MANUAL ° TNAT APPLY TO THE DESIGN, DIMENSIONS, METAL AND 011-1ER CHARACTERISTICS OF THE ITEMS INDICATED. 13, COMPLY WITH - mE DETAILS SUN TO FABRICATE COPPER AND TRIM THAT FIT SUBSTRATES AND RESULT IN A WATERPROOF AND NEATI-IER-RESISTANT PERFORMANCE ONCE INSTALLED. C. FORM EXPOSED COPPER METAL WORK TWAT IS WITHOUT EXCESSIVE OIL CANNING, BUCKLING AND TOOL MARKS AND 114AT IS TRUE TO LINE AND LEVELS INDICATED. D. SEPARATE METAL. FROM NON-COMPATIBLE METAL OR CORROSIVE SUBSTRATES 13Y COATING CONCEALED SURFACES AT LOCATIONS OF CONTACT WITH ASFHALT MASTIC OR OTHER PERMANENT SEPARATION. E. CONCEAL FASTENERS AND EXPANSION PROVISIONS WRERE POSSIBLE. EXPOSED EASTERNERS ARE NOT ALLOWED ON FACES OF COPPER EXPOSED TO pouc viEw. 2.3 FABRICATE COPPER ITEMS IN TI4ICKNES5 OR WEIGHT NEEDED TO mini NIP PERFORMANCE REQUIREMENTS BUT NOT LESS THAN THAT LISTED BELOW FOR EACH APPLICATION: A. EIFS BASE AND COUNTERELASHING: ALUMINUM 0,32 INCH B. CHANNEL FLASNING AND COUNTERFLASHING AT CLAY TILE ROOFING: COPPER 16 OZ, C, COPPER GUTTERS AND DOWNSPOUTS: COPE R 16 OZ., SEE CHART BELOW FOR PARTS LIST, SUPPLIED Dj: SERER BUILDING PRODUCTS 805 PEMSTLVANIA BLVD, FEASTERVILLE, PA. picis3 PH: I-800-5234852 REFERENCE THE 'HALF ROUND GUTTER STSTENI ON THE BERGER FOLDING PRODUCTS ONLINE CATALC4 @ WWW.BERGERBROS.COM 2,4 FAUX PATINA SOLUTION 5UppLiED BY: JAX CHMICAL CO, 78-11 2671H STREET FLORAL PARK, NY 11004 PH: 718-347-0057 ININN.1AXCRE1CALCOM 25 PROCESS FOR NRISTRIAL APPLICATION OF JAN GREEN PATINA TO COPPER, I3RASS AND BRONZE; VIRGIN SHEET COPPER U5UALLT 14AS A FILM OF PRESERVATIVE OF SOME TYPE OF OIL. REMOVE TS FILM WITH A SOLUTION OF TSP (TM-SODIUM PHOSPHATE), DIS1414A514ING POWDER DISSOLVED IN WATER OR OTHER APPROPRIATE SOLVENT; RINSE virm WATER AND DRY. APPLY GREEN PATINA WITH A PAINT BRUSR OR 5PARY GUN GIVING THE COPPER THREE (3) LIGHT NON-DRIPPING COATS. LET EACH COAT AIR DRY. DO NOT RINSE. DO NOT RE-APPLY OVER NET METAL EACH COAT WILL AIR-DRY IN SEVERAL MINUTES. AFTER THE THIRD COAT, THE FINISH 15 PERMANENT AND WILL CONTINUE TO AS NATURAL VERDIGRIS, FINISH DOES NOT REQUIRE LACQUER. PART 3 - E(ECUTICN 3,1 UNLESS OTHERNISE INDICATED, INSTALL SHEET METAL FLASHING AND TRIM TO COMPLY WITH PERFORMANCE REQUIREMENTS AND SMACNA ARCHITECTURAL SHEET METAL MANUAL. ANCI4OR UNITS OF WORK SECURELY IN PLACE, PROVIDING FOR THERMAL ETANSION OF METAL UNITS. 3,2 FORM NON-E{PANSION, BUT MOVABLE JOINTS IN METAL TO ACCOMMODATE ELASTOMERIC SEALANT TO COMPLY WIT11 STANDARDS. FILL JOINTS WITH SEALANT AND FORM METAL TO COMPLETELY CONCEAL SEALANT. SECTION 07900 - SEALANTS PART 1 - GENERAL 1.1 THIS SECTION INCLUDES SEALANTS FOR JOINTS BETWEEN DISSIMILAR MATERIALS INCLUDING JOINTS BETNEEN DOORS, WINDOWS, TRIM WORK AND OT1-IER JOINTS AS INDICATED, CONTRACTOR SHALL PROVIDE AND INSTALL ALL SEALANT MATERIALS, 1,2 PROVIDE ELASTOMERIC JOINT SEALANTS FOR EXTERIOR APPLICATIONS 'fl-IAT ESTAI3L1514 AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATE. PART 2 - PRODUCTS 2.1 PROVIDE JOINT SEALANTS, BACKINGS AND OTHER RELATED MATERIALS T14AT ARE COMPATIBLE WITH ONE AN0114ER AND WIT1-1 . JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, COMPLY KITH ASTN C 920 AND 0114ER REQUIREMENTS INDICATED 2.2 SEALANT PRODUCTS SHALL BE AS FOLLOWS BY TREMCO INC. OR EGU1VALENT APPROVED BY TNE OWNER'S CONSTRUCTION MANAGER A. INTERIOR SEALANT SHALL BE TREMCO TREMFLEX 834, SILCON1ZED ACRYLIC LATEX PAINTABLE, 13. INTERIOR SEALANT FOR TOILET ROOM FIXTURES SALL BE TRENICO TREMSIL 200, SILICONE SEALANT. C. EXTERIOR SEALANT SHALL BE TREMCO D1T1ONIC, ONE COr1PONENT POLYURETHANE JOINT SEALANT COLORS AS SELECTED BY THE NER. 2.3 SEALANT BACKINGS PRIMERS! PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE TRAT ARE N0IN-5TAINING, ARE COMPATIBLE KITH JOINT SUBSTRATES, SEALANTS, PRIMERS AND 011-IER JOINT FILLERS AND ARE APPROVED BT THE SEALANT MANUFACTURER. PRIMERS: MATERIAL AS RECOMMENDED Br SEALANT MANUFACTURER. PART 3 - EXECUTION 3,1 COMPLY WITH JOINT SEALANT MANUFACTURER'S wRrn INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED. COMPLY WITH RECOMMENDATIONS OF ASTM C 1193 FOR USE OF JOINT SEALANT AS APPLICABLE TO MATERIALS, APPLICATIONS AND CONDITIONS OF USE, INSTALL JOINT SEALANTS IN WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER OF SEALANT PRODUCTS. 3.2 CLEANING: CLEAN OFF ALL EXCESS SEALANT OR SEALANT SMEARS ADJACENT OF JOINS AS WORK PROGRESSES BY METI40D5 AND WITH CLEANING MATERIALS APPROVED BY THE SEALANT MANUFACTURER. SECTION 08110 - STEEL DOORS & FRAMES PART 1 GENERAL LI T1415 SECTION INCLUDES INSTALLATION OF STEEL DOORS AND FRAMES FURNISHED 51 THE GENERAL CONTRACTOR. 1.2 RECEIVING, STORAGE AND HANDLING OF STEEL DOORS AND FRAMES AT TNE PROJECT SITE SHALL BE PERFORMED 131 ME -. CONTRACTOR, 1.3 F RATED DOOR ASSEMBLIES: ASSEMBLIES COMPLY MTN NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTI-ORITIE5 RAVING JURISDICTION, FOR FIRE PROTECTION RATINGS INDICATED. PARit 2 - PRODUCTS 2.1 L'E'ANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIRE1ENTS, PROVIDE PRODUCTS BY ONE OF TI-1E FOLLOWING: AI AMWELD BUILDING PRODUCTS, INC., CECO DOOR PRODUCTS, KEWANEE CORP., PIONEER INDUSTRIES INC., REPLUBLIC BUILDERS IPRODUCTS OR STEELCRAFT. 2,2 DOORS PROVIDE DOORS OF SIZES, THICKNESS AND DESIGNS AS INDICATED. AI INTERIOR DOORS: ANSI 250,8, LEVEL 3 (0.053-INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 2 (SEAMLESS) I 3 13. I/TERIOR DOORS: ANSI 250.8, LEVEL 3 (0.463 INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 1 (FULL FLU ,,, , C. VISION LITE SYSTEM: MANUFACTURER'S STANDARD KITS CONSISTING OF GLASS LITE MOLDINGS TO ACCOMMODATE GLASS ;JO HICKNESS AND SIZE OF VISION LITE INDICATED. 2.3 WELDED FRAMES: PROVIDE FRAMES FOR DOORS TWAT COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROF' A. FRAMES OF 0.067-INCI4 114ICK STEEL SWEET, 2,4 SUPPORTS AND ANC1-1ORS: FABRICATED FROM NOT LESS WAN 0.042-INCH THICK ZINC COATED STEEL 514EET, PART 3 - EXECUTION 3.1 INSTALL STEEL DOORS, FRAMES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S DATA. 3.2 PLACING FRAMES: COMPLY WITH PROVISIONS OF SDI 145, UNLESS OP-1E14415E INDICATED. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET, A. IN METAL STUD PARTITIONS, PROVIDE AT LEAST 114REE WALL ANCHORS PER JAMB; INSTALL ADJACENT TO HINGE LOCATIONS ON HINGE JA113 AND AT CORRESPONDING HEIGHTS ON STRIKE JAMB. ATTACH KALI ANCHORS TO STUDS NI1114 SCREWS. B. INSTALL FIRE RATED FRAMES IN ACCORDANCE WITH NEPA 80 33 DOOR INSTALLATION: COMPLY WITH ANSI 4250.8. FIT 14OLLOW METAL DOORS ACCURATELY IN FRAMES WIT14IN CLEARANCES SPECIFIED IN ANSI A250.B, A. INSTALL FIRE RATED DOORS WT1 CLEARANCES SPECIFIED IN NEPA ao 3.4 PRIME COAT TOUCH-UP: IMMEDIATELY AFTER INSTALLATION, SAND 5MCC ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCI-I UP OF COMPATIBLE AIR DRYING PRIMER. CTION 08310 - ACCESS DOORS AND FRAMES PART 1 - G •L LI THIS SECTION 1NCLU CONTRACTOR. A. CONTRACTOR SHALL INSTAL CEILING PLANS AND IN ABSENCE REASONABLE AND SAFE ACCESS TO S ACCESS 514ALL BE 31' A TECHNICIAN STAND PART 2 - PRODUCTS 2.1 MANUFACTURERS: SUBJECT TO COMPLIANC A, J. L. INDUSTRIES, INC., KARP ASSOCIATES INC OR WILLIAM BROS. CORP. 2.2 ACCESS PANES SHALL BE FLUSH, PANELS ARE REQUIRED IN A RAT WALLS OR CEILINGS. EIN1 A. OPERATION MALL. B. FRAMES AND PART 3 - UTION CEILING AND NALL ACCESS DOORS AND FRAMES FURNISHED BY ONIMER AND INS NER PROVIDED ACCESS DOORS FOR ALL COMPONENTS AS FINED LOCATION, CONTRACTOR S14ALL INSTAL ALL COMPONENTS OF EACH PIECE IRMLY ON A LADDER. TED, ACCESS DOORS MTN EXPOSED TRI EILING. PROVIDE FIRE RATED ACCESS DOORS AND BE PRIMED STEEL. LUSN SCREWDRIVER CAM PANELS TO BE MINIMUM 16 GAUGE STEEL. INSTALLATION 9F ACCESS DOORS S1-IALL COMPLY NITH MANUFACTURERS WRITTEN INSTRUCTIONS. SECTION 08331 - ROLLING SERVICE DOOR PART I - GENERAL 1.1 MIS SECTION INCLUDES ROLLING STEEL SERVICE DOOR AT PORCH AT EXTERIOR STOREFRONT APPLICATIONS AS INDICATED ON ,TNE DRAWINGS. DOOR, TRACKS SYSTEM AND ELECTRIC MOTOR FURNIS14ED AND INSTALLED BY OWNER. STEEL SUPPORTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CON1RACTOR 51441- MAKE ALL FINAL ELECTRICAL CONNECTIONS AND INSTALL OPERATOR PROVIDED BY OWNER. PART 2 - PRODUCTS ED BY TNE GENERAL. GATED ON WE HVAC AND REFLECTED F.ss PANELS AS NECESSARY TO FURNIS1-1 UIPMENT REQUIRING SERVICE. ASSUMED ENT , 5 BY ONE OF THE FOLLOWING: RSEN MANUFACTU CO,, MILCOR LTD., NYSTROM BUILDING PRODUCTS CO. EPT /11-IERE FIRE RATED ACCESS ES IN LOCATIONS OF FIRE RATED 2,1 PERFORATED STEEL ROLLING SERVICE DCOR SHALL BE MODEL AS MANUFACTURED BY METRO DOOR. 20 GAUGE GALVANIZED PERFORATED FLAT SLATS WITH ROUND PERFORATIONS ON STAGGERED CENTERS. BAKED ON GREY FINISH, SIZE AS INDICATED ON TUE DRAWINGS. A. DOOR TO BE PROVIDED WI114 ALUMINUM GUIDES, SLIDE BOLTS AT EACH JAMB AND CYLINDER LOCK ON BOTTOM BAR WITH INTERIOR THUMBTUK B. OPERATION SHALL BE MOTOR OPERATED. PROVIDE UL APPROVED NEMA ELECTRICAL COMPONENTS WITH FLUSH MOUNTED KEY SWITCH AND SAFETY EDGE ON R. 22 STEEL SUPPORT FRAMING BY CONTRACTOR SHALL BE SIZED AS RECOMMENDED BY THE DOOR MANUFACTURER. PART 3 - EXECUTION 3.1 INSTALLATION WALL BE PERFORMED BY DOOR SUPPLIER IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, 3,2 CONTRACTOR SHALL INSTALL STEEL SUPPORT MEMBERS PER DOOR MANUFACTURERS WRIT INSTRUCTIONS. ANCI4OR SECURELY TO BUILDING STRUCTURE AS APPROVED BY THE LANDLORD. INSTALLATION SNALL BE PLUMB AND LEVEL. 409- RECEIVED CITY OF TUKWI OCT 2 5 2007 PERMIT CENTER SECTION 08710 - DOOR HARDWARE PART 1 - GENERAL 1.1 THIS SECTION INCLUDES FURNISHING AND INSTALLATION OF DOOR HARDWARE AT METAL DOORS AND FRAMES BY THE CONTRACTOR AS INDICATED ON THE DRAWINGS. A. INCLUDES INSTALLATION BY THE CONTRACTOR OF HARDWARE FURNISHED BY THE OWNER AS INDICATED ON THE DRAWINGS. 1.2 RECEIVING, STORAGE AND HANDLING OF FINISH DOOR HARDWARE PRODUCTS AT THE PROJECT 5ITE SHALL BE PERFORMED BY THE CONTRACTOR. 1.3 FIRE RATED DOOR HARDWARE: DOOR HARDWARE THAT COMPLIES WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE PROTECTION RATINGS INDICATED. 1.4 REGULATORY REQUIREMENTS: A. HARDWARE FOR DOORS AND FRAMES SHALL COMPLY WITH AMERICAN WITH DISABILITIES ACT (ADA), 'ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES' ( ADDAG) AND REGULATIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCTS 2.1 DOOR HARDWARE SHALL BE AS INDICATED ON THE DRAWINGS. PART 3 - EXECUTION 3.1 INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. A. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS THAT ARE NOT FACTORY PRErARED FOR ANCHORAGE FASTENERS 3.2 MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS INDICATED IN DHI 'RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE' UNLESS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS. 3,3 ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS. A. CLEAN OPERATING ITEMS AND ADJACENT SURFACES SOILED BY HARDWARE INSTALLATION, SECTION 09510 - DRYWALL FURRING PART 1 - GENERAL 1.01 SCOPE A, WORK UNDER THIS SECTION IS SUBJECT TO REQUIREMENTS OF CONTRACT CONDITIONS, DRAWINGS, AND OTHER CONTRACT DOCUMENTS. B. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND INCIDENTALS AS REQUIRED TO FURNISH AND INSTALL TWE FOLLOWING: I. DRYWALL FURRING SYSTEM INCLUDING, BUT NOT NECESSARILY LIMITED TO, WIRE HANGERS, FASTENERS, MAIN RUNNERS, CROSS TEES, AND WALL ANGLE MOLDINGS. 2. ADDITIONAL OR LARGER SIZE WIRES, AS REQUIRED TO PROPERLY SUPPORT LIGHTING FIXTURES, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL WORK INSTALLER UNDER DIVISION 16 - ELECTRICAL. C. COORDINATION: COORDINATE DRYWALL FURRING WORK WITH INSTALLERS OF RELATED WORK INCLUDING, BUT NOT NECESSARILY LIMITED T0, ACOUSTICAL CEILINGS, BUILDING INSULATION, GYPSUM DRYWALL, MECHANICAL SYSTEMS, AND ELECTRICAL SYSTEMS, 1.02 QUALITY ASSURANCE SINGLE SOURCE RESPONSIBILITY: TO ENSURE PROPER INTERFACE ALL DRYWALL FURRING COMPONENTS SHALL BE PRODUCED OR SUPPLIED BY A SINGLE MANUFACTURER. MATERIALS SUPPLIED BY MORE TAN ONE MANUFACTURER ARE NOT PERMISSIBLE. 1,03 DELIVERY, STORAGE, AND HANDLING DELIVER MATERIALS IN MANUFACTURER'S UNOPENED PACKAGES; SUITABLY STORE TO PROTECT AGAINST EXPOSURE TO MOISTURE, SUNLIGHT, SURFACE CONTAMINATION, AND OTHER UNACCEPTABLE CONDITIONS. PART 2 - PRODUCTS 2.01 MATERIALS A. ALL SUSPENSION SYSTEM COMPONENTS SHALL BE MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, INC. AND INSTALLED IN ACCORDANCE WITH RECOMMENDED INSTALLATION PRACTICES, B. ALL ACCESSORY COMPONENTS FROM OTHER MANUFACTURERS SHALL CONFORM TO ASTM STANDARDS AND BE INSTALLED IN ACCORDANCE WITH RECOMMENDED INSTALLATION PRACTICES, 2.02 MECHANICAL AND ELECTRICAL WORK ALL WORK ABOVE 114E CEILING LINE SHOULD BE COMPLETED PRIOR TO INSTALLING THE DRYWALL SHEET GOODS. 2.03 INTERIOR OR EXTERIOR APPLICATIONS A, THE ARMSTRONG DRYWALL FURRING SYSTEM CAN BE INSTALLED IN INTERIOR OR EXTERIOR APPLICATIONS. B. MAIN BEAM SHALL E HEAVY -DUTY, DOUBLE -NEB STEEL CONSTRUCTION (MINIMUM .0179' PRIOR TO PROTECTIVE COATING PER ASTM C 45) NOT DIPPED GALVANIZED (MINIMUM GAO PER ASTM C 645), 1 -I/2' WEB, RECTANGULAR TOP BULB AND PRE - FINISHED 15/16' FLANGE (#1-1D8901) OR I -1/2' FLANGE(41D8906), FIRE -RATED MAIN BEAM SHALL BE FORMED TO INCLUDE INTEGRAL SPLICE FOR EXPANSION RELIEF. WEB 15 TO BE FORMED TO RECEIVE OVERRIDE CROSS TEE. G. PRIMARY FURRING CROSS TEES SHALL BE DOUBLE -WEB STEEL CONSTRUCTION (MINIMUM .0179' PRIOR TO PROTECTIVE COATING PER ASTM C 645), HOT DIPPED GALVANIZED (MINIMUM G40 PER ASTM C 645), WEB HEIGHT I -V2' WITH RECTANGULAR BULB AND PRE-FINISHED I I/2' KNURLED FLANGE ( #XL8945), D. SECONDARY FRAMING CROSS TEES FOR FIXTURES SHALL BE DOUBLE NEB STEEL CONSTRUCTION (MINIMUM ,0179' PRIOR TO PROTECTIVE COATING PER ASTM C645), HOT DIPPED GALVANIZED, FIRE RATED, NEB HEIGHT I -1/2' RECTANGULAR BULB AND 15/16' FLANGE ( #XL8341). E. HAT FURRING CHANNEL 48' X 1 3/8' X 7/8 HOT DIPPED GALVANIZED STEEL (MINIMUM G40 PER ASTM C 645); COMPATIBLE WITH HD8901 AND HD8906 (MAIN BEAMS), ITEM # 08940. F. WALL MOLDING SHALL BE 140T DIPPED GALVANIZED, HEMMED ANGLE MOLDING, 1 -1/4' HEIGHT WITH 1 I/4' FLANGE (#HD7859) OR UNHEMMED CHANNEL MOLDING 3/4' X 1 946' X I I/4 ( #7838), G. CEILING HANGER WIRE SHALL BE NO, 12 GAUGE HANGER WIRE ( #7891), GALVANIZED. HANGER WIRE PULL OUT TO EXCEED 500 LBS. H. SCREWS MEETING ASTM C1002 FOR WALL BOARD APPLICATION SHALL BE BUGLE HEAD SCREWS IN ACCORDANCE WITH THICKNESS OF MATERIAL USED. 2.04 STRUCTURAL CLASSIFICATION ALL MAIN BEAMS SHALL CONFORM TO ASTM C 635+ HEAVY -DUTY CLASSIFICATION. 2.05 QUALITY CRITERIA DEFLECTION OF FASTENING SUSPENSION SYSTEM SUPPORTING LIGHT FIXTURES, CEILING GRILLES, ACCESS DOORS, VERTICALS AND HORIZONTAL LOADS SHALL NAVE A MAXIMUM DEFLECTION OF I/360 OF SPAN. 2.06 FOR FIRE RESISTIVE RATING APPLICATIONS IN ACCORDANCE WITH UL DESIGN ( ). REFERENCE UL TEST NUMBERS. $ CLASSIFICATION CAN REQUIRE WIRES TO BE CLOSER TOGETHER FOR ADDITIONAL LOADING WHEN USED TO SUPPORT DOUBLE LAYER GYPSUM, VERTICALS, SLOPES, DOMES, HALF BARRELS, CIRCLES, SOFFITS, CANOPIES, AND STEP CONDITIONS WHICH CALL FOR LOADING OR UNUSUAL DESIGNS AND SHAPES IN DRYWALL CONSTRUCTION, USING CROSS TEES IN THE CONSTRUCTION OF CIRCLES, BARRELS, ETC. 15 COMMON IN ORDER TO HOLD THE RADIUS. PART 3 - INSTALLATION 3.01 INSTALL PER ASTM C -636 3.02 TO SECURE TO METAL CLIPS, CONCRETE INSERTS, STEEL BAR JOIST OR STEEL DECK, USE POWER ACTUATED FASTENER, OR INSERT. COORDINATE PLACEMENT FOR NO. 12 GAUGE HANGER WIRE, 4' O,C, IN BOTH DIRECTIONS. DRYWALL STANDARD CALLS FOR 9 GAUGE WIRE. IT ALLOWS 12 GAUGE ONLY WHEN IT SUPPORTS NO MORE THAN 9 SQUARE FEET, WHICH WOULD REQUIRE WIRE PLACEMENT EVERY TWO FEET ALONG THE MAINS. 3.03 USE N0. 12 GAUGE HANGER WIRE ( #7891) 4' O,C. IN ALL DIRECTIONS EXCEPT WHEN LOAD INCREASES AND THEN CHANGE WIRE LOCATIONS TO 3' OR 2' O.C. TO SUPPORT ADDITIONAL LOADING REQUIREMENTS. PROVIDE EXTRA WIRE AT LIGHT FIXTURES, GRILLES, ACCESS DOORS WHERE NECESSART. PIGTAIL KNOT WITH THREE (3) TIES TOP AND BOTTOM (ASTM C -636), 3.04 ADD ADDITIONAL WIRE AS NEEDED WHEN USING WE FOLLOWING CLIP5: MAIN BEAM ADAPTER CLIP (# MBAC); DRYWALL ANGLE CUPS (# DW3OC, 01445C,D1460C, DW90C); DRYWALL FURRING SHOES ( #UFS1516, DF5150); DRYWALL CUP ( #DWC); DIRECT LOAD CEILING CLIP ( #ULCC), 3.05 CONTROL JOINTS: ROLL FORMED ZINC ALLOY, ALUMINUM, OR PLASTIC AS REQUIRED FOR EXPANSION AND CONTRACTION AS SHOWN ON DRAWINGS. TYPICALLY INSTALLED ON MODULES OF 30' OR LESS, DEPENDING UPON THE SHAPE OF THE CEILING. 3.06 EXPANSION JOINTS: ROLL FORMED ZINC ALLOY OR PLASTIC TRIM MECHANISM EVERY 50 TO 100 LINEAL FEET AT MODULE TERMINATIONS. 3,07 MAIN BEAMS SI4ALL BE SUSPENDED FROM THE OVERHEAD CONSTRUCTION WITH #12 GAUGE HANGER WIRE, SPACED 48' O.C. ALONG THE LENGTH OF THE MAIN BEAMS, 3,08 INSTALL CROSS TEES WITH BOARD AS FOLLOWS: 3.09 USE CHANNEL MOLDING ( #7838) OR ANGLE MOLDING (#14D7 59) TO INTERFACE WITH DRYWALL FURRING SYST M TO OBTAIN DROP SOFFITS, VERTICALS, SLOPES, ETC. 3,10 TO SUSPEND A SECOND CEILING BENEATH A NEW OR EXISTING DRYWALL GE LING, WITHOUT BREACHING THE INTEGRITY OF THE UPPER CEILING, USE THE DRYWALL CLIP ( #DWC), TO FORM A TRANSITION FORM A DRYWALL CEILING TO AN ACOUSTICAL CEILING, USE WE DRYWALL TRANSITION CLIPS ( #D1A50 - FOR I/2' DRYWALL OR #11458 - FOR 5/8' DRYWALL) WHICH ALLOWS THE USE OF THE GRID AS THE TRANSITIONAL TRIM. 3.11 FOR TYPE G FIXTURES, USE A SECONDARY FRAMING 48' CROSS TEE ( #XL8341), FOR TYPE F FIXTURES, USE A SECONDARY FRAMING %' CROSS TEE WITH AN ADDITIONAL LOAD WIRE AT WE MIDPOINT ( #XL7380) OR 49' FRAMING TEE (XL7949). 3,12 INTERIOR APPLICATIONS A. INSTALL I -1/2' MAIN BEAM (#HD8906) 4' O.C. ROUTS SPACED 8' O.C. TO RECEIVE CROSS TEES AT 8 16' OR 24' O.C, B. INSTALL 4' CROSS TEES AT 24' O.C. WHEN POINT LOADING (VERTICAL), ADD HANGER WIRE AT MID -SPAN OF 48' CROSS TEE AS NEEDED. 3,14 RADIUS APPLICATIONS A. INSTALL 1 -I/2' MAIN BEAM (#14D8906) 4' O.C. ROUTS SPACED 8' O.C. TO RECEIVE CROSS TEES 8 16' OR 24' O.C. I. DETERMINE THE BOW OR CAMBER (CONVEX OR CONCAVE) IN A MAIN RUNNER. 2. ESTABLISH A JIG OR PATTERN ON A FLAT SURFACE; MARK LOCATIONS TO CUT MAIN BEAM; AND USE A PAN HEAD SCREW TO FASTEN A RADIUS CLIP (14RC1) FLAT TO THE WEB BETWEEN THE BULB AND THE FLANGE. 3. CONCAVE OR CONVEX BARRELS REQUIRE A VERTICAL BRACE AT THE MID -SPAN. B. INSTALL CROSS TEES AT 8 O.C. FOR 10' RADIUS AND 1 6 ° O.C. FOR GREATER THAN 15' RADIUS, OR AS SPECIFIED BY THE DRYWALL MANUFACTURER. SECTION 09260 - GYPSUM BOARD ASSEMBLIES PART I - GENERAL 1,1 THIS SECTION INCLUDES INTERIOR GYPSUM WALLBOARD AND NON -LOAD BEARING STEEL FRAMING. 1.2 FIRE RATED ASSEMBLIES: FOR GYPSUM BOARD ASSEMBLIES WITH FIRE RESISTANCE RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO 71405E TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM EI19 BY A TESTING AND INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, PART 2 - PRODUCTS 2.1 STEEL SUSPENDED CEILING AND SOFFIT FRAMING: COMPLT WITH ASTM C 754 FOR CONDITIONS INDICATED, TIE WIRE - ASTM A641A A64IM, CLASS 1, ZINC COATED, SOFT TEMPER, 0.0625 -INCH DIAMETER WIRE OR DOUBLE STRAND OF .0475 INCH DIAMETER WIRE. A. CARRYING CHANNELS: COLD ROLLED, COMMERCIAL 5IEEL SHEET WITH A BASE THICKNESS OF 0.0538 INCH, A MINIMUM OF I/2 INCH WIDE FLANGE WITH MANUFACTURER'S STANDARD CORROSION RESISTANT ZINC COATING. DEPTH: 1 I/2 INCH, UNLESS OTHERWISE INDICATED. B, FURRING CHANNELS: NAT SHAPED, RIGID FURRING CHANNELS COMPLYING WITH ASTM C645, 7/8 INCH DEEP. MINIMUM BASE METAL THICKNESS 0.312 INCH, UNLESS OTHERWISE INDICATED, 2.2 STEEL PARTITION AND SOFFIT FRAMING: COMPLY WITH ASTM 0754 FOR CONDITIONS INDICATED. A. STEEL STUDS AND RUNNERS: ASTM C645. MINIMUM BASE METAL THICKNESS 0.0179 INCH, UNLESS OTHERWISE INDICATED. DEPTH SHALL BE 3 5/8 INCH UNLESS OTHERWISE INDICATED. 1. PROVIDE STUDS AND RUNNERS OF 0.312 -INCH THICKNESS FOR SUPPORT OF WALL SHELVING STANDARDS AT NON -SALES ROOMS AS INDICATED ON THE DRAWINGS, B, COLD ROLLED STEEL CHANNEL BRIDGING: 0.0538 INCH THICK, WITH MINIMUM 1/2 INCH WIDE FLANGE 2.3 INTERIOR GYPSUM WALLBOARD: ASTM C36, TTPE 'X', 5/8 INCH THICKNESS WITH TAPERED AND FEATURED EDGES FOR PRE- FILLING. PROVIDE IN MAXIMUM LENGTHS AND WIDTH5 AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. USG OR GOLD BOND. A. WATER RESISTANT GYPSUM BACKING BOARD: ASTM C630/C 630 M. 5/5 INCH THICKNESS WTTN REGULAR CORE OR TYPE 'X', WHERE REQUIRED TO MEET FIRE RESISTANCE RATINGS. 2,4 TRIM ACCESSORIES: INTERIOR TRIMS ASTM C1047. GALVANIZED OR ALUMINUM COATED STEEL SHEET. PART 3 - EXECUTION 3.1 INSTALLATION OF STEEL FRAMING SHALL COMPLY WITH ASTM 0754 AND 0840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. INSTALL SUPPLEMENTARY FRAMING, BLOCKING MD BRACING AT TERMINATIONS IN GYPSUM BOARD ASSEMBLIES TO SUPPORT FIXTURES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, MILLWORK OR SIMILAR CONSTRUCTION. COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S WRITTEN RECOMMENDATIONS. A. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE AT LOCATIONS REQUIRED TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. B. DO NOT BRIDGE BUILDING CONTROL OR EXPANSION JOINTS WITH STEEL FRAMING OR FURRING MEMBERS, FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 3.2 INSTALLATION OF STEEL SUSPENDED CEILING FRAMING: SUSPEND CEILING HANGERS PLUMB AND FREE FROM CONTACT WITH OBJECTS WITHIN THE CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS. SECURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE. DO NOT ANCHOR TO STEEL DECKING. A. INSTALL SUSPENDED STEEL FRAMING COMPONENTS IN SIZES AND SPACING INDICATED, BUT NOT LESS THAN REFERENCED STANDARDS: I. WIRE HANGERS: 48 INCHES O.C. 2. CARRYING CHANNELS: 48 INCHES O,C, 3. FURRING CHANNELS: 16 INCHES O.C. 3,3 INSTALLATION OF STEEL PARTITION AND SOFFIT FRAMING: INSTALL TRACKS AT FLOORS, CEILINGS AND STRUCTURAL WALLS WHERE GYPSUM BOARD ASSEMBLIES ABUT OTHER CONSTRUCTION. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE CEILINGS EXCEPT WHERE OTHERWISE INDICATED, CONTINUE FRAMING OVER DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILINGS TO PROVIDE SUPPORT FOR GYPSUM BOARD. A. INSTALL STEEL STUDS AT 16 INCHES 0. C. UNLE55 OTHERWISE INDICATED. B. FRAME DOOR OPENINGS TO COMPLT WITH GA 600 AND GYPSUM BOARD MANUFACTURER'S APPLICABLE WRITTEN RECOMMENDATIONS, SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAME. INSTALL TWO 0.0312 -INCH THICK STUDS AT EACH JAMB. 3,4 APPLYING AND FINISHING GYPSUM BOARD PANELS: COMPLY NITA ASTM 0840 AND GA 216 APPLICATION AND FINISHING STANDARDS, A. INSTALL CEILING BOARD PANELS ACROSS FRAMING TO MINIMIZE WE NUMBER OF ABUTTING END JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREAS OF CEILINGS, BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OF ADJACENT PANELS. LOCATE JOINTS OVER SUPPORTS. SPACE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. B. INSTALL TRIM AT CORNERS, END BEADS, REVEALS AND SIMILAR CONDITIONS, 3,5 FINISHING GYPSUM BOARD ASSEMBLIES: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER NERDS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR DECORATION, APPLY JOINT TAPE OVER JOINTS EXCEPT THOSE WITH TRIM HAVING FLANGES NOT INTENDED FOR TAPE. A. FINISH PANELS IN ACCORDANCE WITH ASTM C 840 FOR LOCATIONS INDICATED: 1. LEVEL I: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS AND WHERE INDICATED, UNLESS A HIGHER LEVEL OF FINISH 15 REQUIRED FOR FIRE RESISTANCE RATED ASSEMBLIES, 2. LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND TO TAPE AND FASTENERS AND TRIM FLANGES. B. TEXTURE FINISH APPLICATION: FURNISH AND APPLY USG SHEETROGK BRAND LIGHTWEIGHT ALL PURPOSE JOINT COMPOUND, PLUS 3, OVER GYPSUM PANELS AT STOREFRONT LOCATIONS AS INDICATED ON TWE DRAWINGS TO SIMULATE APPEARANCE OF AGED STUCCO FACADE. I, PROVIDE SAMPLES OF TEXTURE F114151 FOR OWNER'S APPROVAL PRIOR TO INSTALLATION, SECTION 09310 - CERAMIC TILE PART I - GENERAL 1.1 THIS SECTION INCLUDES INSTALLATION OF CERAMIC TILE. CONTRACTOR SHALL PROVIDE ALL MORTAR AND GROUT AND ACCESSORIES REQUIRED, SALES AREA TILE PROVIDED BY OWNER, NONSALES AREA TILE PROVIDED BY G.C. SALES AREA SUBFLOOR PROVIDED BY G.L. 1.2 UNLOADING, RECEIVING, STORAGE AND HANDLING OF CERAMIC TILE AT THE PROJECT SITE SHALL BE PERFORMED BY THE CONTRACTOR. PART 2 - PRODUCTS (SALES AREA TILE) A. LATE( PORTAND CEMENT MORTAR (WIN SET): LATICRETE #317 MORTAR MIX WITH #3701 LATEX MORTAR ADMIX (EXTERIOR) B, LATEX PORTAND CEMENT MORTAR (THIN SET): LATICRETE #317 MORTAR MIX WITH WATER (INTERIOR) C. GROUT SHALL BE BOSTIK 15119 (SAM) 'NYDROMENT (SANDED), COLOR: FRENCH GREY 5119 D. WATERPROOF MEMBRANE (IF REQUIRED): LATICRETE #9235 WATERPROOF MEMBRANE - INTERIOR USE AT WET AREAS E. GROUT SEALER (LOUNGE 22 TILE): SEALER'S CHOICE 15 GOLD - AQUAMIX INC. (562) 9464877 PRODUCTS (RESTROOM TILE)• A. LATEX PORTAND CEMENT MORTAR (THIN SET): B. LATEX PORTAND CEMENT MORTAR (THIN SET): C. GROUT SHALL BE BOSTIK STANDARD SERIES'HYDROMENT DRY TILE GROUT (UNSANDED). COLOR 'WHITE #W152 (800) 726 -7845. D. WATERPROOF MEMBRANE (IF REQUIRED): LATICRETE #9235 WATERPROOF MEMBRANE - INTERIOR USE AT WET AREAS E. GROUT SEALER (RESTROOM TILE): SEALER'S CHOICE 15 GOLD AQUAMIX INC. (562) 9464877 PART 3 - EXECUTION 3.1 EXAMINE SUBSTRATES, AREAS AND CONDITIONS WHERE TILE WILL BE INSTALLED FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. A. INSTALL CERAMIC TILE AND GROUT USING SPACING AS INDICATED ON T14E DRAWINGS, B. THE CERAMIC TILE 15 PROVIDED IN SWEETS WITH A PATTERN. TILE SHALL BE INSTALLED TO MEET OWNER'S CRITERA. 3.2 ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A 108 SERIES 'SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED, COMPLY WITH TCA'S 'HANDBOOK FOR CERAMIC TILE INSTALLATION' METHODS INDICATED, A. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS, 5, GROUT TILE TO COMPLY WITH ANSI A108.10 (SAND - PORTLAND CEMENT GROUT) 3.3 FLOOR TILE INSTALLATION: A. INTERIOR FLOOR TILE: TCA F 113 AND ANSI A 108.5, INSTALLATION ON CONCRETE, THIN SET MORTAR. 1. THIN SET MORTAR: PORTLAND CEMENT MORTAR. 2, GROUT: SAND PORTLAND CEMENT. 3.4 CLEANING AND PROTECTION: ON COMPLETION OF PLACEMENT AND GROUTING, CLEAN ALL CERAMIC TILE SURFACES 50 TWET ARE FREE OF FOREIGN MATTER. REMOVE GROUT RESIDUE FROM TILE AS 50014 AS POSSIBLE. CLEAN GROUT SMEARS AND HAZE FROM TILE ACCORDING TO TILE AND GROUT MANUFACTURER'S RECOMMENDATIONS. SECTION 09511 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 THIS SECTION INCLUDES INSTALLATION OF ACOUSTICAL PANELS AND SUSPENSION SYSTEM FURNISHED BY THE OWNER FOR SALES ROOMS. 1.2 INCLUDES NON SALES AREAS ACOUSTICAL PANEL CEILING SYSTEMS PROVIDED BY CONTRACTOR INCLUDING PANELS AND SUSPENSION SYSTEMS, 1.3 RECEIVING, STORAGE AND HANDLING OF ACOUSTICAL PANELS FURNISHED BY THE OWNER AT THE PROJECT 5ITE SHALL BE PERFORMED BY THE CONTRACTOR, PART 2 - PRODUCTS 2.1 NON SALES ACOUSTICAL PANEL CEILING SYSTEMS: A. ARMSTRONG 24' X 46' NON- DIRECTIONAL FISSURED PANELS, SQUARE EDGE. TILE TO BE WHITE. B. SUSPENSION SYSTEM SHALL BE WIDE FACED, DOUBLE WEB, STEEL SUSPENSION SYSTEM WITH ALUMINUM CAP. STRUCTURAL CLASSIFICATION TO BE INTERMEDIATE DUTY SYSTEM. NON FIRE RESISTANT RATED SYSTEM. WHITE FINISH, 2.2 SALES AREAS ACOUSTICAL PANEL CEILING 5'(STEM: A. ARMSTRONG 24 X 24', SPECIAL FINISH, TEGULAR PANELS FURNISHED BY THE OWNER. 5. SUSPENSION SYSTEM SHALL BE ARMSTRONG NARROW FACE, CAPPED, DOUBLE WEB STEEL SUSPENSION SYSTEM WITH CUSTOM FINISH TO MATCH PANELS. STRUCTURAL CLASSIFICATION TO BE INTERMEDIATE DUTY SYSTEM, NON -FIRE RATED. 9/16' WIDE METAL CAPS ON FLANGES. FURNISHED BY THE OWNER. 2,3 METAL SUSPENSION SYSTEMS: PROVIDE MANUFACTURER'S STANDARD DIRECT HUNG METAL SUSPENSION ST5TEMS OF TYPES, STRUCTURAL CLASSIFICATIONS, AND FINISHES INDICATED THAT COMPLY WITH APPLICABLE REQUIREMENTS OF ASTM C 635. A. ATTACHMENT DEVICES: SIZE FOR FIVE (5) TIMES THE DESIGN LOAD INDICATED IN ASTM C635, TABLE I, 'DIRECT HUNG', UNLESS OTHERWISE INDICATED. B. WIRE HANGERS, BRACES AND TIES: ZINC COATED CARBON STEEL WIRE, ASTM A641 /A 641M, CLASS 1, ZINC COATING, SOFT TEMPER. SELECT WIRE DIAMETER 50 ITS STRESS AT THREE TIMES HANGER DESIGN LOAD WILL BE LESS THAN YIELD STRENGTH OF WIRE, BUT NOT LESS THAN 0,106 INCH DIAMETER WIRE. PART 3 - EXECUTION 3.1 MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF CEILING AREAS. AVOID USING LESS THAN HALF WIDTH PANELS AT BORDERS AND COMPLY WITH LAYOUTS SHOWN ON REFLECTED CEILING PLANS. 3.2 INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636 PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S 'CEILING SYSTEMS HANDBOOK'. A. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH OBJECTS WITHIN THE CEILING PLENUM, SPLAY HANGERS ONLY WHERE REQUIRED TO M155 OBSTRUCTIONS. B. SECURE WIRE HANGERS TO CEILING SUSPENSION SYSTEM AND TO SUPPORTS ABOVE WITH A MINIMUM OF THREE TIGHT TURNS. CONNECT HANGERS DIRECTLY TO EITHER STRUCTURES OR TO INSERTS OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE. DO NOT ANCHOR TO METAL DECK OR DECK TABS, C, SPACE HANGERS NOT MORE THAN 46 INCHES O.C. ALONG EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS. PROVIDE HANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER. D. INSTALL SUSPENSION SYSTEMS RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT OR KINKED MEMBERS. 33 INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF PANELS. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS OF NOT MORE THAN 16 INCHES O.C. AND NOT MORE THAN 3 INCHES FROM ENDS, LEVELING WITH CEILING SUSPENSION SYSTEM. MITER CORNERS ACCURATELY AND CONNECT SECURELY, A. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS, SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT. B, FOR REVEAL EDGE PAWLS ON SUSPENSION SYSTEMS, INSTALL WITH PANELS IN FIRM CONTACT W1114 FLANGES, C. CONTRACTOR IS RESPONSIBLE FOR ALL CEILING PANEL TOUCH UP WORK, 3.4 INSTALL EXPANSION JOINTS WHERE REQUIRED PER MANUFACTURER'S RECOMENDATIONS, SECTION 09640 - WOOD FLOORING PART 1 - GENERAL 1,1 11415 SECTION INCLUDES FINISH WOOD FLOORING, INCLUDING SUB- FLOORING, AT SALES ROOMS AND PORCH AREAS, FURNISHED AND INSTALLED BY THE OWNER. WOOD TRANSITIONS FURNISHED BY OWNER AND INSTALLED BY G.C. ARE ALSO INCLUDED 114 THIS SECTION. PART 2 - PRODUCTS 2.1 FINISHED WOOD FLOORING TO BE PREFINISWED TONGUE AND GROOVE FLOORING PRODUCED FROM YELLOW PINE GROWN IN THE SOUTHEASTERN UNITED STATES. 2,2 SUB - FLOORING SHALL BE COX, EXTERIOR GRADE PLYWOOD, 3/4 INCH THICKNESS - USE F.R.T. PLYWOOD WHEN REQUIRED BT CODE, USE TWO LAYERS OF 3/8' THICK PLYWOOD WHEN FLOATING SUBFLOOR INSTALLATION 5 EMPLOYED. PART 3 - EXECUTION 3.1 WOOD TRANSITION INSTALLATION: OWNER SHALL PROVIDE AND G.C. SHALL INSTALL WOOD TRANSITIONS PER PLAN LOCATIONS FOR TRANSITION FROM CERAMIC TILE TO FINISHED WOOD FLOOR. TRANSITIONS SHALL BE SECURED TO SLAB USING URETHANE ADHESIVE AND TAPCON FASTENERS AS NEEDED. WOOD FLOOR VENDOR SHALL PROVIDE AN INSTALLATION BLOCK WITH TWE SHIPMENT OF TRANSITIONS FOR G,C,'S USE IN SETTING WEIGHT OF TRANSITION TO FACILITATE MATCHING THE HEIGHT OF THE FINISHED WOOD FLOOR. 3.2 SUB -FLOOR INSTALLATION: OWNER TO FURNISH AND INSTALL SUB-- FLOORING OF MATERIAL SPECIFIED ABOVE OVER ALL AREAS TO RECEIVE FINISHED WOOD FLOORING. INSTALL SUB -FLOOR MATERIAL ON METAL JOISTS OR SLAB. PLYWOOD 15 TO BE DRY, NOT WARPED, OR HEAVILY SOILED, SUB-FLOOR SI4ALL NOT EXCEED 15% MOISTURE CONTENT. A. SUB-FLOORING SWEETS SHALL BE INSTALLED IN STAGGERED PATTERN WITH A SPACE OF 1/4' BETWEEN SHEETS ON ALL EDGES. B, INSTALL SUB - FLOORING WITH URETHANE ADHESIVE AND SCREW OR PIN EACH SHEET TO SLAB OR METAL JOIST USING PNEUMATIC OR POWDER DRIVEN FASTENERS OR TAPCON FASTENERS. FASTENERS SHALL BE NO LESS THAN I -I/4' IN LENGTH. SPACE FASTENERS AT NO GREATER WAN 18' ON CENTER AT THE PERIMETER AND THROUGH THE CENTER OF THE PANELS TO THE SLAB. C. ADHESIVE SHALL BE URETHANE ADWE5IVE APPROPRIATE FOR WOOD PANEL TO SLAB INSTALLATION AND RECOMMENDED FOR TWAT PURPOSE BT THE MANUFACTURER. THE ADHESIVE SHALL BE SPREAD AT A RATE OF 30 -35 SQ. FT. PER GALLON AND BE APPLIED USING A SQUARE NOTCHED TROWEL WITH NOTCH SIZE BETWEEN I/8 X 1/8" AND 1/4 X 1/4' IN SIZE, D, SAND FLUSH ANY SUB - FLOORING SHEETS THAT MAY WARP OR CUP AFTER INSTALLATION. CLEAN ALL JOINT GAPS OF DUST, E. COVER ENTIRE SUBFLOOR WITH ONE LAYER OF 15 LB. WEIGHT ROLLED ROOFING FELT. 3.3 FINISH FLOORING INSTALLATION (BY OWNER): WOOD FLOORING SHALL BE INSTALLED USING 1 -1/2 INCH FASTENERS OVER CONCRETE SLABS AND 2 INCH FASTENERS OVER METAL JOIST FRAMING, FLOORING SHALL BE NAILED/FASTENED EVERY 12 -15 INCHES OF BOARD LENGTH AND 2INCHES FROM EACH BOARD END. THE FINISHED FLOOR SHALL DEVELOP RANDOM WIDTH CRACKS BETWEEN SOME BOARDS ALONG BOTH LONG AND SHORT EDGES. MOST CRACKS SHOULD BE LESS THAN 1/16' IN WIDTH. CRACKS SHOULD SELDOM EXCEED 1/8' IN WIDTH. VARIATION IN HEIGHT FROM BOARD TO BOARD WILL ALSO BE RANDOMLY EXPERIENCED AND 15 ACCEPTABLE. VARIATION IN HEIGHT BETWEEN TWO ADJACENT BOARDS SHOULD NOT EXCEED 3t32 SET NAILS AND FILL FACE NAILED BOARDS AND COMPONENTS WITH FILLER TO MATCH FLOOR FINISH. CLEAN, DRY MOP AND VACUUM ENTIRE FLOOR AND PORCH AREA AFTER COMPLETING INSTALLATION. 3.4 PROTECTION: AFTER FINISH FLOORING INSTALLATION 15 COMPLETE AND CLEANUP 5 COMPLETE, INSTALLER TO FURNISH AND INSTALL TYVEK WOUSEWRAP TO COVER TWE ENTIRE STORE SALES AND PORCH AREAS, OVERLAP SEAMS BY 2' OR GREATER. ON TOP OF THE TYVEK THE INSTALLER 15 TO FURNISH AND INSTALL IN THICK MASONITE, 48' X %' SHEETS OF HARDBOARD THROUGHOUT THE ENTIRE SALES AND PORCH AREA FROM ENTRANCES AT THE STOREFRONT BACK TO TWE STOCKROOM DOOR. WOOD TRANSITIONS SHALL BE COVERED IN SIMILAR MANNER. TAPE SWEETS TO EACH OTHER ONLY, DO NOT TAPE OR OTHERWISE SECURE HARDBOARD SHEETS TO THE FLOOR. HOLD BACK MABONITE 2 11 -3' FRC1 WALL. G.C. TO REMOVE TYVEK FLOORLINER AND HARDBOARD FOR PUNCH AND REINSTALL AFTER FINAL FLOOR FINISHING 15 COMPLETED. G.C, TO REMOVE HARDBOARDAND FLOORLINER PRIOR TO PUNCH FOR FINAL STORE CLEANING. SECTION 09651 - RESILIENT FLOORING PART 1 - GENERAL 1.1 THIS SECTION INCLUDES VINYL COMPOSITION TILE (VCT) AND RESILIENT BASE MATERIALS FURNISHED AND INSTALLED BY THE CONTRACTOR. PART 2 - PRODUCTS 2.1 REFER TO FINISH SCHEDULE 2,2 TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATE)( MODIFIED, PORTLAND CEMENT BASED OR BLENDED FORMULATION PROVIDED OR APPROVED BY THE RESILIENT PRODUCT MANUFACTURER FOR APPLICATIONS INDICATED. 2.3 ADHESIVES: WATER RESISTANT TYPE RECOMMENDED BY THE MANUFACTURER. PART 3 - EXECUTION 3.1 CONCRETE SUBSTRATES: VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS AND HARDENERS, TESTS SLABS FOR MOISTURE CONTENT AND PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING AND REQUIREMENTS OF THE MANUFACTURER. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OR OIL USING MECHANICAL METHODS RECOMMENDED BY THE MANUFACTURER. A. USE TROWELABLE LEVELING AND PATCHING COMPOUND TO FILL CRACKS, HOLES AND DEPRESSIONS IN SUBSTRATES. 3.2 TILE INSTALLATION: LAY OUT TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, 50 TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH, SCRIBE, CUT, AND FIT TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT FIXTURES INCLUDING BUILT IN FURNITURE, CABINETS, PIPES, OUTLETS, DOOR FRAMES AND THRESHOLDS. A. ADHERE TILES TO FLOORING SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS AND OTHER SURFACE IMPERFECTIONS. 3.3 RESILIENT WALL BASE INSTALLATION: APPLY WALL BASE TO WALLS, COLUMNS AND OTHER PERMANENT FIXTURES IN THE ROOMS AND AREAS WHERE BASE IS REQUIRED. INSTALL BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SURFACES. 3,4 CLEANING AND PROTECTION: REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED SURFACES, PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS DURING REMAINDER OF CONSTRUCTION PERIOD, 3.5 WAXING: CONTRACTOR SHALL STRIP AND WAX RESILIENT FLOORING. APPLY A MINIMUM OF SEVEN COATS OF JOHNSON'S WAX PRODUCT RECOMMENDED BY THE MANUFACTURER PRIOR TO PUNCHLIST REVIEW. SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 THIS SECTION INCLUDES SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED INTERIOR ITEMS, INCLUDING STOREFRONT AREAS, PAINT EXPOSED SURFACES, EXCEPT WHERE SURFACE OR MATERIAL IS NOTED NOT TO BE PAINTED OR 5 TO REMAIN NATURAL. IF AN ITEM OR SURFACE 15 NOT SPECIFICALLY MENTIONED, PAINT WE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS. A. DO NOT PAINT PRE - FINISHED ITEMS UNLESS SPECIFICALLY NOTED OTHERWISE. B. THE INTENT OF THIS SECTION 15 TO PROVIDE FURNITURE QUALITY FINISH TO ALL PARTS OF THE PROJECT, WHETHER NOTED HEREIN OR NOT, UNLESS SPECIFICALLY STATED OTHERWISE. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE, C. CONTRACTOR SHALL FILL AND SAi1L) ALL NAIL HOLES AND JOINTS AND REFACE SURFACES AS REQUIRED. 1.2 MATERIAL LIMITATIONS: USE ONLY PAINT AND RELATED MATERIALS OF THE MANUFACTURERS SPECIFIED, PART 2 - PRODUCTS 2.1 PAINT PRODUCTS: ALL PAINT PRODUCTS SHALL BE AS MANUFACTURED BY THE SHERWIN WILLIAMS CO, AS INDICATED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 2,2 MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST QUALITY MATERIALS OF VARIOUS COATING TYPES INDICATED THAT ARE FACTORY FORMULATED AND RECOMMENDED BY TWE MANUFACTURER FOR APPLICATIONS INDICATED. PAINT MATERIAL CONTAINERS NOT DISPLATING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. 2.3 MATERIAL COMPATIBILITY: PROVIDE PRIMERS AND FINISH COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND • WITH THE SUBSTRATES INDICATED UNDER CONDITIONS AND SERVICE AND APPLICATION, 2,4 COLORS SHALL BE AS INDICATED IN THE FINISH SCHEDULE ON TWE DRAWINGS. SEE SECTION 3.5 FOR PAINT COLOR MATERIALS. PART 3 - EXECUTION 3,1 PAINTING CONTRACTOR SHALL REVIEW DRAWINGS INCLUDING ELEVATIONS, FLOOR AND WALL FINISHES, CONSTRUCTION DETAILS, REFLECTED CEILING PLANS AND PRESENTATION PLANS /DETAILS FOR CLARIFICATION OF ITEMS AND SURFACES REQUIRED TO BE PAINTED. A. EXAMINE SUBSTRATES, AREAS AND CONDITIONS IN THE FIELD FOR COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION. 3.2 PREPARATION- GENERAL: A. REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED, B, CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF VARIOUS COATINGS. C. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. I. PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPAINT. 2. WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH SCRAPERS, MINERAL SPIRITS AND SANDPAPER, AS REQUIRED, SAND SURFACES EXPOSED TO VIEW SMOOTH AND DUST OFF, FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES WITH PUTTY OR PLASTIC WOOD FILLER. SAND SMOOTH WHEN DRIED. 3. FERROUS METALS: CLEAN UNGALVANIZED FERROUS -METAL SURFACES THAT HAVE NOT BEEN 5140P COATED; REMOVE OIL, GREASE, DIRT AND LOOSE MILL SCALE. D, MATERIAL PREPARATION: MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STIR MATERIALS BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY, USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER. E. APPLICATION: APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING USED. USE ONLY HIGHEST QUALITY BRUSHES AND ROLLERS, ROLLERS TO BE 1/4 INCH NAP. F. PAINT ALL ACCESS DOORS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS ETC., ON GYP BOARD WALLS AND OR CEILINGS. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED. 33 INTERIOR PAINT SCHEDULE: A. GYPSUM BOARD: LOW LUSTER ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER, I. PRIMER: SHERWIN WILLIAMS PREPRITE 200 LATEX WALL PRIMER 628W200 SERIES APPLIED AT DRY FILM THICKNESS OF NOT LESS THAN 1.6 MILS 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE B. SMOOTH WOOD AND MDF: ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER. I, PRIMER: SHERWIN WILLIAMS PREPRITE CLASSIC LATEX PRIMER 32814101 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE C. FERROUS METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER I, PRIMER: SHERWIN WILLIAMS DTM ACRYLIC PRIMER 1366WI 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE D. ZINC COATED METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER 1. PRIMER: SPERWIN WILLIAMS SELF PRIME W/ SPECIFIED HOLLISTER TOPCOAT OR ACRYLIC PRIMER DTI B66W1 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE E. BARREL CEILING MATERIAL: I. PRIMER: SHERWIN WILLIAMS SELF PRIME 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE 3.4 EXTERIOR PAINT SCHEDULE A. SMOOTH WOOD AND MDF: ACRYLIC FINISH, T140 FINISH COATS OVER PRIMER. 1, PRIMER: SHERWIN WILLIAMS PREPRITE CLASSIC LATEX PRIMER B2814I01 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE PART 4 - FINISH NOTES 4.1 PAINTING CONTRACTOR TO CAULK JOINTS IN RUNNING TRIM AFTER INITIAL PRIMER COAT 15 APPLIED. REFER TO CONSTRUCTION DETAILS FOR LOCATIONS, DO NOT CAULK BETWEEN FINISHED WOOD FLOORING AND WOOD BASE BOARD; THIS GAP 5 TO BE SCRIBBED TIGHT TO THE FINISHED FLOOR, DO NOT CAULK BETWEEN CEILING SYSTEM AND CROWN TRIM. DO NOT CAULK BETWEEN WALL AND BOOKCASES, FOLLOWING ARE COMMA LOCATIONS TO CAULK, BUT THIS LIST 15 NOT MEANT TO BE ALL INCLUSIVE: - AT CROWN TO WALL AND SHUTTER JOINTS - AT DOOR CASINGS AND TRIM PIECES - TRIM AND WALL PANELING JOINTS - LOCKER ROOM PANELS STOCKROOM CEILINGGRID TO WALL (WHITE) - STOCKROOM CORNER GUARDS TO WALL AND FLOOR (WHITE) - STOCKROOM DOORFRAMES TO WALL AND FLOOR (WHITE) 4.2 G.C. 15 TO PRIME AND PAINT ALL GYPSUM BOARD WALLS, SOFFITS, FASCIAS, CEILINGS AND BEHIND MIRRORS THROUGHOUT ENTIRE STORE IN BOTH SALES AND NON - SALES. 4.3 MILLWORK VENDOR 15 TO PROVIDE A MINIMUM OF (16) GALLONS OF BROWN PAINT AND (I) GALLON OF BURGUNDY, AND 15 TO LABEL ON CAN WHERE PAINT WAS USED. PLACE CANS IN STORAGE AREA IN STOCKROOM. 4.4 ALL HOLES AND COUNTERSINKS FOR SLID DOLTS AND OTHER DOOR HARDWARE SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 4.5 G.C. SHALL SET AND FILL ALL NAIL/SCREW HOLES IN MILLWORK. SECTION 10800 - TOILET ROOM ACCESSORIES PART I - GENERAL 1.1 THIS SECTION INCLUDES TOILET ROOM ACCESSORIES, INCLUDING MIRRORS AS INDICATED ON THE DRAWINGS. FURNISHED AND INSTALLED BY 714E CONTRACTOR PART 2 - PRODUCTS 2.1 SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT INC. ALL PRODUCTS LISTED IN THE SCHEDULE ARE BOBRICK PRODUCTS, PART 3 - EXECUT10N 3,1 INSTALLATION: INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE INDICATED. INSTALL UNITS LEVEL, PLUMB AND FIRMLY ANCHORED IN LOCATIONS AND HEIGHTS INDICATED. A, INSTALL GRAB BARS TO WITHSTAND DOWNWARD LOAD OF AT LEAST 250 L65, WHEN TESTED ACCORDING TO METHOD IN ASTM F446. B. ALL TOILET ROOM ACCESSORIES SHALL BE INSTALLED TO COMPLY WITH AMERICAN WITH DISABILITIES ACT (ADA), ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADDAG) AND REGULATIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED ID LOCAL JURISDICTIONS, SEE SHEET Al2.7 FOR LAVATORY HARDWARE SCHEDULE PAINT SCHEDULE SP�1 DCATIONPPFIOR ED BY GENERAL CONTRACTOR, ALL PAINT PRODUCT NUMBERS, PRIMERS t NUMBER OFTC MATERIALS/COLORS ARE BASED ON PRODUCTS BY SHERWIN WILLIAMS CO, SEE 1 P -# 1 P • 1 1 P -1A 1 P -2 P -3 1 1P -3A1 P I 1 P -E I P -6 INTERIOR 1 P -6 I � EXTERIOR 1 P -7I INTERIOR P -7 EXTERIOR P -8 INTERIOR P -8 EXTERIOR r P -q 1 P -1 1 P I1 P -12 1 1 FC -I 1 FC -3 FC -5 _ VB -1 CTB - 1 FRP 1 5F -3 1 SF -5 1 1 SF -6 1 SF_ I SF -12 P -# P -13 1 INTERIOR P -14 I VP -2 VB -2 I EXTERIOR 1 P -13 EXTERIOR 1 INTERIOR COLOR NAME HOLLISTER TIN CEILING REG 441-1OLLISTER TIN RED FIELG APPLIED HOLLISTER BROWN 01OLL15TM BURGUNDY WALL PAINT HOLLISTER BURGUNDY 5WU; TER WHITE LATEX SEMI -GLOSS WHITE SEMI -GLOSS ACRYLIC # HOLLISTER STUCCO BROWN (BASECOAT) BRUSH/ROLL COLOR SIIOULG MATCH HOLLISTER BROWN P2 SATIN SHEEN HOLLISTER BROWN HOLLISTER STUCCO IVORY HOLLISTER STUCCO IVORY NOLLISTER SHUTTER GRAY 1401-LISTER SHUTTER GRAY $WOLLISTER LT GREEN BARREL CEILING FIELD APPLIED. NEW STEEL CEILING, STEEL MUST BE FREE OF OIL. HOLLISTER LOGO RED BLACK COLOR NAME HOLLISTER BROWN HOLLISTER BROWN 1 BY 4' WOOD BASE PAINTED P -14 PRODUCT TYPE COLOR ACCENTS INT, LATEX S.G. 13T154 DTM ACRYLIC GLOSS B661104 KEN AQUA 600T COLOR ACCENTS INTERIOR LATEX SATIN Y38T154 AI00 EXTERIOR ACRYLIC SATIN A82T54 PROMAR 200 LATEX 5/G 1331112251 PRO CLASSIC WATER BORNE COLOR ACCENTS INT. LATEX SATIN Y38T104 PROMAR INTERIOR LATE/ FLAT 830W251 A100 FLAT EXTERIOR ACRYLIC FLAT A6W51 PROMAR INT, LATEX EGGSHELL 820N2253 A -100 EXTERIOR ACRYLIC SATIN A82T54 EXTERIOR ACCENTS GLOSS Y16T54 FLOOR FINISHES AI00 EXTERIOR ACRYLIC SATIN A82T54 PROMAR INTERIOR LATEX EGGSHELL 520142253 DTM ACRYLIC 54 866T204 ENVIROTONERS FINISH SCHEDULE REX NUMBER + GALLON FORMULA 8I -8Y, R2 -35, Y3 -14, WI -12 R3 -8Y, BI -32, R2 -20, WI-6 CIN. #4311 LOCAL 514 W/ FORMULA F73NL501 BI 2Y 50 R4 - 6Y, R2 16, 14I -10, Y3 -4 BI- 2Y -50, R4 -6Y, R2 -16, COLUMBUS WI 10 Y3 -4 PACKAGE COLOR 335151 6:1- 6Y -60, Y3- 2Y -32, R2 -24, WI -50 BI -61-4, R2 -22, WI -II, Y3- 2Y -16, 52 -11 Y3 -9, R2 -1 Y3 -9 R2 -I BI -4Y -8, 13 -17, LI -14, YI -7+l B1 -4Y -8, Y3 -21, LI -14, 52 -4 BI- 2Y -12, 1'3 -55, R3 -4, WI -2 R102 -20, L100- 2Y -10, R100- 2T -53, W100 -16 BI -37, R3- 4Y -20, NI -4Y, R2 -32, 141 -4 WOOD FLOOR GRAY MACRO PDX'( 646 LB -3712, RO -3, YO -II, 35814610 P5-2, TW -12, PG -7 844 COLORANTS MFG. COLUMBUS LOCAL 5W W/ FORMULA LOCAL 514 W/ FORMULA LOCAL 514 LOCAL SW W/ FORMULA LOCAL 514 14/ FORMULA LOCAL 514 14/ FORMULA LOCAL 5W W/ FORMULA CIN. #4311 CIN. #4311 LOCAL 514 14/ FORMULA LOCAL 514 11 FORMULA LOCAL 5W W/ FORMULA LOCAL SW W/ FORMULA t$ COLORS NOT FOR TOUCH UP FOR EXISTING MFG. COLORS. ONLY FOR USE AS BRUSH/ROLL FIELD APPLICATION ON DRYWALL STOCKED CIN. #4311 LOCAL SW STORE DSF EFF, 1L, LOCAL SW STORE DSF EFF. IL. LOCAL SW STORE LOCAL 5W STORE LOCAL 514 STORE LOCAL SW STORE LOCAL SW STORE LOCAL 5W STORE CIN, #4311 CIN, #4311 LOCAL 514 STORE LOCAL SW STORE LOCAL 514 STORE LOCAL 514 STORE 1 3/4 X 3 PRE - FINISWED WIDE X RANDOM LENGTH PINE, NAILED TO SUBFLOOR EVERY 6' TO 9' INSTALLED WITH WIRE FOR SPACING. OWNER SUPPLIED AND INSTALLED FC -2 CERAMIC TILE FLOORING, 2' PATTERNED HEXAGONAL TILE IN 12' X lS' SHEETS, SUPPLIED BY OWNER, INSTALLED SY 5,C., GROUT 15 TO BE E.OSTIK #5119 (SAM) FRENCH GRAY SUPPLIED AND INSTALLED BY G,C VINYL COMPOSITE TILE - 12' X 12' X I/8', ARMSTRONG EXCELLON #51899 COOL WHITE IMPERIAL TEXTURE, 4 COVE BASE - JOHNSONITE #CB -50 I WHITE, SUPPLIED AND INSTALLED BY G.C. FC-4 I VINYL COMPOSITE TILE - 12' X 12' X I /8', ARMSTRONG EXCELLON #51816 CHERRY RED IMPERIAL TEXTURE, SUPPLIED AND INSTALLED BY G.C. CERAMIC TILE - PORCELAIN MOSAIC FLOOR TILE: I'xl' DALTILE 'KEYSTONE MOSAICS UNGLAZED FLOOR TILE', COLOR 'CTPRE55 B452 I GROUT - 130STIC STANDARD SERIES 'HTDROMENT' CERAMIC TILE GROUT (SANDED), COLOR 'NATURAL' #14146 (800) 726 -7845 FLOOR FINISHES WOOD BASE BASEBOARD THROUGH OUT SALES AREA AS SPECIFIED IN CONSTRUCTION DETAILS. PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR - PRE - FINISHED P -2 4' COVE BASE - JOHNSONITE 14CB -50 WHITE, SUPPLIED AND INSTALLED BY 5.C, SPECIAL FINISHES SM -1 1 STEEL WALL - 16 GAUGE SHEET METAL (SURFBOARD WALL) OWNER SUPPLIED WHERE USED SALES CEILING FOR USE ON DIFFUSERS AND VENTS. SALES, BOOKCASES, TRIM, DOORS, CABINET INTERIORS, WAINSCOTTING AT LOCKER MS SALES , LOUNGE 22, LOCKER ROOM WALLS (INTERIOR), LC'CKER ROOM VESTIBULES, MDF ON REVERSE DORMER CEILING LOUNGE 22 AND LOCKER ROOM SHUTTERS (EXTERIOR), SALES ROOMS NON-SALES WALLS, CLGS (ROLLED FINISH), CUT EDGES OF SHELVING (BRUSHED FINISH) NON -SALES DOORS AND TRIM (BRUSHED ON FRAMES), DOORS (ROLLED FINISH) PORCH AND STOREFRONT TRIM, BASE ACCENT EXTERIOR STOREFRONTS, PORCH ROOFS PORCH AND STOREFRONT WALLS AND ENTRY VESTIBULE EXTERIOR STOREFRONTS AND ENTRY VESTIBULE STOREFRONT DOORS AND SHUTTERS (INTERIOR) STOREFRONT DOORS AND SHUTTERS (EXTERIOR) SALES WALL BEHIND SHUTTERS (7' -0' TO 10' -0 A,F,F.) BARREL CEILING, FOR STORES W1114 BARE STEEL SELF PRIME ON SITE, APPLY 2 CTS. OF PAINT, LOOK FOR UNIFORM COLOR AND GLOSS, LOUNGE 22 AND LOCKER ROOMS HOLLISTER LOGO RED SALES WOOD FLOOR/PORCH FLOOR, STEPS AND APRON WHERE USED FRONT AND BACK SALEROOMS LOUNGE 22, LOCKER ROOMS AND STOREFRONT NON -SALES EGRESS EXIT AISLE WAYS RESTROOM FLOORING WHERE USED NON - SALES WHERE USED sM -2 I I 2 ONT AS GALVANIZED N IIZED DEET METAL SUPPLIED AND INSTALLED BY G.C. SCRIBE TO FLOOR. ADHERE WITH CONSTRUCTION ADHESIVE TROWLED ON EVENLY, UTILIZE VERTICAL BUTT CERAMIC BASE - 4 COVE BASE ' #190 PLINER SUBWAY TILE FIBERGLASS REINFORCED PANELS (F,R,P,) - 1/8' WHITE PEBBLE FINISH W/ FACTORY J -MOLD AND CORNER MOULDINGS, INSTALL ON WALLS ADJACENT TO FLOOR SINK AND WATER FOUNTAIN; PROVIDED AND INSTALLED BY GENERAL CONTRACTOR HOLLISTER LIGHT GREEN (DRY BRUSH) SF -4 1 GLAZE FAUX FINISH ON SALES AREA CEILING AIR DEVICES (1GAL. FORMULA - 6E1R PREMIUM NIGH GLOSS -2 -8300, STOCKED AT NOME DEPOT. SEE FORMULA BAR BELOW) 1 (I) COAT WHITE PRIMER; (I) COAT BROWN - BRUSH ONLY; BRUSH DARK GREEN AND LIGHT GREEN ROLL/BRUSH; BRUSW/RAG WHITE GLAZE; BRUSH /RAG GRIMY BLACK. APPLIED TO: STUCCO 5F -7 (1) COAT WITH PRIMER - SPRAY; (I) COAT GRAY - SPRAY; BRUSH APPLY TO 20% DARK GREEN GLAZE; BRUSH APPLY CRACKLE MEDIUM TO GLAZE; BRUSH TOP COAT GRAY; SPARY APPLY YELLOW GLAZE. APPLIED TO: DOORS AND SHUTTERS STIPPLE BROWN GLAZE; STIPPLE BLACK GLAZE. APPLIED T0: HARDWARE BATHROOM WAINSCOTTING - CERAMIC SUBWAY TILE: 3 CERAMIC SUBWAY TILES, ' #190 PLINER SUBWAY TILE GROUT - BOSTIK STANDARD SERIES 'HYDROMENT DRY TILE GROUT (UNSANDED), COLOR 'WHITE' #M152 OR EQUAL. (ALL GROUT JOINTS TO BE I/8'). BARRICADE FINISHES PRODUCT TYPE COLOR ACCENTS INT. LATEX SEMI -GLOSS Y31154 COLOR ACCENTS EXT. LATEX SEMI -GLOSS 566T204 METALATEX 134283 PROVIDED 4 APPLIED BY GENERAL CONTRACTOR. ALL PAINT MATERIALS /COLORS ARE BASED ON PRODUCTS BY SHERWIN WILLIAMS CO. SEE SPECIFICATIONS FOR PRODUCT NUMBERS, PRIMERS 4 NUMBER OF COATS, REX NUMBER + GALLON FORMULA 81- 6Y -60, T3- 2Y -32, R2 -24, 141 -50 BI- 6Y -60, 13- 2Y -32, R2 -24, W1 -50 4' COVE BASE - J01-1N50NITE #C13-40 BLACK, SUPPLIED AND INSTALLED BY G.C. SECTION 12000 - FURNISHINGS PART 1 - GENERAL 1.1 THIS SECTION INCLUDES RECEIVING, UNLOADING, INVENTORY, ASSEMBLY, CLEANING AND PLACEMENT OF OFFICE AND NON -SALES EQUIPMENT AND FURNITURE BY THE CONTRACTOR, 1.2 INCLUDES RECEIVING, UNLOADING, INVENTORY, ASSEMBLY, CLEANING AND PLACEMENT OF TRADE FIXTURES, PRESENTATION ITEMS IN SALES ROOMS 131 TWE CONTRACTOR. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 CONTRACTOR SHALL UNCRATE, ASSEMBLE, AND PLACE ALL EQUIPMENT, FURNITURE, TRADE FIXTURES AND PRESENTATION ITEMS INDICATED ON THE DRAWINGS. PLACEMENT OF ITEMS SHALL CORRESPOND WITH THE PRESENTATION PLAN AND OWNER'S REPRESENTATIVE'S DIRECTIONS, A. CONTRACTOR SHALL REPORT ANY DAMAGED AND /OR MISSING ITEMS TO TWE OWNER'S CONSTRUCTION MANAGER WITHIN 24 HOURS OF RECEIPT. MFG, LOCAL 5W W/ FORMULA LOCAL 514 W/ FORMULA LOCAL 514 14/ FORMULA SF -4 COLOR CHART COLORANT B - LAMP BLACK I - BROWN OXIDE V - MAGENTA oz, 6 0 48 38 28 42 qG 0 0 0 STOCKED LOCAL 514 STORE LOCAL 514 STORE LOCAL 514 STORE RESTROOM WALL BASE WHERE USED INTERIOR BARRICADES EXTERIOR BARRICADES EXTERIOR BARRICADES BASE INTERIOR BARRICADES y • % a EXTERIOR BARRICAD ''-' �_ " ` r ' I 1. mv & q. 11 � k Ir. -‘ 5 �, -x @,,.tom � 3.2 INSTALLATION OF EQUIPMENT, FURNITURE, FIXTURES AND PRESENTATION ITEMS: A. CONTRACTOR SHALL TAKE PRECAUTIONS DURING INSTALLATION OF COMPONENTS 50 AS NOT TO DAMAGE PREFINISHED ITEMS. B. FASTEN COMPONENTS TOGETHER WHERE NECESSARY, PLACING FASTENERS AS INCONSPICUOUSLY AS POSSIBLE, REFER TO INSTALLATION DETAILS CONTAINED IN THE DRAWINGS AND THE SUPPLIERS FABRICATION AND INSTALLATION DRAWINGS. USE MINIMUM NUMBER OF FASTENERS REQUIRED FOR A SECURE INSTALLATION. C. INSTALL ALL COMPONENTS UTILIZING EXPERIENCED FINISH CARPENTERS ONLY TO ASSURE QUALITY ASSEMBLY. 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969 L17917 - I 'N35o1D 117017 AO n911 NI NolvNEd0 99(1 o 9£ 17/I 17IE 3hINIH ONVId HOYE (I) 3140 (9 A01.1121 (9-d) NMONE1 1111Vc1 - 511091 + 117017 812501D HDV5 (I) 3N0 (17 5E1 YINNIDIE Sl3NY8 55 'NO1DVNINOD 1V83N3h 3111 A9 ISSUE DATE: 9-6-07 0603 PERMIT DATE: 9-6-07 LANDLORD DATE:9-6-07 BID DATE: 11-12-07 RESPONSIBILITY TRADES IC130 #2244 OR EQUAL TOP CLIP (MECHANICALLY FASTENED) FASTENED) A j SECURE T. TRACK TO STRUCTURE SING A MIN. OF '5-12' DESIGN LOAD FOR ACOUSTICAL LAY -IN CEILING 15 2 POUNDS PER SQUARE FOOT T E '\a :., SEISMIC LOCKING PIN 44111144N% � „ 1 CONSTRUCTION BARRICADE • • (2) 5/8" TYP SCREWS EVERY 24 O.C. AXIMUM 2 BARRICADE GRAPHICS • • IF APPLICABLE 3 DEMOLITION WORK INCL REMOVAL AND DISPOSAL • • 4 DEMISING WALLS (U.N.O.) I, \ I \ .� MALL DECK i 11 IGHT WALL 7 ti j - � _1 OD V -. w V D- z Q i w t_� v ` I/2 EMT -RUN TIGHT TO STRUCTURE ABOVE (4' -0” MAX. FOR 1/2 ¢) A GYP BD AT DEMISING WALLS - EXISTING STUDS - WHERE REQUIRED • • -■ B PATCHING AND FIREPROOFING OF EXISTING WALLS TO LIKE NEW CONDITION El i C DEMISING WALL FRAMING 1/2° EMT - RUN TIGHT TO STRUCTURE A (4' -0" MAX. FOR 1/2" 4) : `: ...\\ -\� d MAIN RUNN • _ a ¢ o. 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6' -O" OF EACH NALL 2 I/2" STUD INFILL 1_45 ANCHOR TO TOP $ [BOTTOM CHORD 1 •� z D PERIMETER INSULATION • • SPRING CLIP a 3 10. 12 GA, VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACW SEISMIC RESTRAINT 12' -0' O•C. EACH WAY WA AND WITHIN 6' -0" OF EACH LL n " E FIRE CAULKING • • _ c Q CREW! RACING TO 1-- ! I Q 5 STOREFRONT SYSTEMS " 3 5/8 x 2v GA. MTL. STUD BRACING @,48" 0 C A STOREFRONT FRAMING SHEATHING AND BLOCKING r • • �. VERTICAL 12 A. HANGER WIRE @ 4' -0" O.C. O F 1- I U B DOORS FRAMES, SHUTTERS HDWR 4 FINISHED ASSY COMPONENTS • • CROSS TEE "f LOCKING CLIP TO FASTEN CROSS TEE TO MAIN v 3/4" EMT - NOTCH OVER MAIN RUNNER REFER TO 3/4 EMT -BUTT TIGHT TO 15/8 METAL JOIST FRAMING u u G STOREFRONT FINISH AND PAINT • • p STOREFRONT WOOD, FOAM OR COMPOSITE TRIM • • I - v C PLAN LAY -IN CEILING - SEE DETAIL A/A0.3 ' c �7 STUDS , REFER TO RUNNER SPLICES AND INTERSECTIONS OF RUNNERS L 45 45 MA ` l� � D RILL 5/32" HOLE FOR I/8" BOLT AND LOCK- NUT AFTER CEILING SYSTEM IS LEVELED ` 1 BULB CLIP (MECHANICALLY FASTENED) SUSPENDED CEILING DETAIL - DRILL 5/32 HOLE FOR I/8 BOLT AND LOCK- NUT AFTER CEILING SYSTEM IS LEVELED 45 MAx ' E PORCH RED IRON • • ■ F G PORCH ROOF STRUCTURE • • SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT _ t SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK STOREFRONT ROOF TILE, MORTAR 4 INSTALLATION MATLS • • _. 1 0EILING PLAN' L AY CEILING – SEE D TAIL A/A0.3 A H STOREFRONT PORCH HANDRAILS • • TABS, FOR OR OR OTHER APPROVED CONNECTORS 2x DESIGN LOAD OR ULTIMATE AXIAL COMPRESSION (MINIMUM 60 LBS.) c / • I PORCH FLOOR FRAMING • • ./�• 45' MAX. 5/8" X 20 GA. MTL. STUDS @ 16" O.G. WITH (1) LAYER 5/8” TYPE 'X' GYP. BOARD TYP. EACH SIDE - RUN FRf SLAB TIGHT TO PECK ABA '• HANGER WIRE TOP CLIP �� �r- r r 4 !- N� 45' MAX SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK J PORCH WOOD FLOORING SUB- FLOORING ADHESIVE • • K STOREFRONT CANVAS PANELS • • HANGER WIR MA 1,,,-- i MIN. IN 1 I/2" (TYP) 4' MAX 5 45' M A X . 4: L SIGNAGE • • .., " �• � , SPRING CLIP ATTACHMENT 1. 1101� %i .3 � NOT TO IX C1 EP 6 0" M TOUCH -UP OF PREFINISHED MATERIALS • • N INTERIOR TEXTURED FINISH • • HOLES 1 5/8" x I6 GA. METAL JOIST FRAMING @ 48 „ O.C. SPLAY BRACE WIRE MAIN RUNN - CROSS TEE (4) -12 GA. SPLAY WIRES - SPLAYED 1/2" 90° FROM EACH OTHER AND 45° FROM CEILING PLANE ■ 0 EXTERIOR E.I.F.S. FINISH - WHEN NEEDED • • ■I COMPRESSION POST " COMPRESSION -� - Q AU FINISH FAUX F • • SUSPENDED CEILING DETAIL (4) 12 GA. SPLAY WIRES SPLAYED 90' FROM EACH OTHER AND 45' (MAX.) FROM CEILING PLANE U,L, U465 SECURE 5TM. CK TO SLAB FASTENERS S" (MAX.) OR I/ LENGTH OF DIST. To FIRST MAIN DESIGN WALK -OFF MAT - EXTERIOR LOCATIONS . . • NOTE: L/R = RATIO 7/S" CHANNEL FURRING @ 16" 0,C, - SECURE u TO 15/8 METAL JOIST FRAMING WITH NOT EXCEED 200 MIN, B GA, WIRE R STOREFRONT GUTTERS /FLASHING /MEMBRANE - EXTERIOR LOCATIONS • • ' ' CONT. I- IORIZ. STRUT TO PREVENT SPREADING OF RUNNERS HANGER WIRE ALLOWABLE ?'ENSIGN .. #12 1 70 lbs. 4' - 0" o.c. mcac. ##10 300 lbs. 5' - 0' o.c. mcac. NOTE: L/R RATIO NOT EXCEED 200 5 MALL MATCH FLOORING • • GROSS TEE MAIN RUNNER ACOUSTICAL PANEL 6 INTERIOR CONSTRUCTION A METAL STUDS AND JOISTS, GYP. BD, IN -WALL BLOCKING • • I: NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCNORAGE) USE: ERICO HILTI INC. - 1030 #ER 1290; #ITN OR EQUAL WALL TRIM B METAL DOORS, FRAMES AND HARDWARE • • • TOO $ FASTENERS - ICBO #ER 4546; SET/ RED HEAD - ICBO #ER 1147 - EILING SUSPENSION SYSTEM SUSPENDED CEILING DETAIL fib WALL C LEVELING OF SLAB e„ „ eft � � D MOISTURE TEST • E FLOOR PROTECTION • • LAY—IN I C �9 OEILi G INSTAL 7A A . O_ ION (SEISMIC) SCALE 3" = 1' -0 -4 SUSPENDED GYP. BD. CEILI (SEISM! L SCALE 3 = I' -O' : _ )r WALL SECTION SCALE 3/6" = 1' -0" — F WOOD FLOORING 4 WOOD THRESHOLDS • • • - G H PLYWOOD SUB - FLOORING 4 ADHESIVE • • NON-SALES FLOORING 4 WALL BASE• _ w c�na r . .rF .. b �T._. ...... � ...... �.r. ......,1� Yy.v. -.r v.- ..� F -,w .•vw r...w �� .... . rc.�.[:S�•....- .'�'N:/L•.i "�'n.' vaF.c � x -rYw. w.w ... r [0. ....: x ?aw w ,, vv+rwd '44P '•: =T:' w• .� `+CS:`.:': ��'�'C::d�v;:1�a z":G' �w� +r�v4:[.e�?.: ": ..._ -. yn a • 1: • � - _._ - - - - - _ I LOUNGE 22 4 STOREFRONT CERAMIC TILE FLOORING MATERIAL SECURE TOP TRACK TO STRUCTURE USING A MIN. J -. ;. - _: NOTE: PARTIAL I- IEIG-1T PARTITIONS SHALL BE FRAMED TO 12' -0" A.F.F. MINIMUM, AND SHALL BE PROPERLY BRACED TO EXISTING LANDLORD STRUCTURE AS SHOWN, . "± MORTAR, GROUT, SEALANT * INSTALLATION (LOUNGE 22 4 SF) • K SUSPENDED ACOUSTIC LAY -IN CEILING AND GRID (NON- SALES) • OF (2) 5/8 TYPE 'S-12 0.4 L SUSPENDED ACOUSTIC LAY -IN CEILING AND G -RID (SALES) RID • SCREWS EVERY 24" o. C. ��� IF APPLICABLE MAXIMUM M LOUNGE 22 /FITTING RM ARCH CEILING SUSP. SYSTEM • • __` 17' -6"± A F F N VAULT CEILING CORRUGATED SHEET METAL/ PAINTING • • TOP OF FULL r HEIGHT NALL MALL / DECK ti I I \ I I tL I �, a t O � co Gq . T .. --ti ua ^ �, to _ to Q - CD U < Q II z . �, : w w U MALL l DECK / . II I 1 11 i t XX' —X ^.F.F. SEC) E TOP TRACK TO D K USING A MIN. OF (2) /8" TYPE 1 S -12' SCREWS EVERY 24" O.G. MAXIMUM / 12' -0" TOP OF . LL HEIGHT WA MALL DECK f I� II 7 LOUNGE 22 /FITTING ROOM EQUIPMENT /FIXTURES - A FITTING ROOM DOORS $ HARDWARE • • - B FREESTANDING VESTIBULE MIRRORS • • ..,.\ 2 1/2" STUD INFILL I__ 45 ANCHOR TO TOP 4 a 1- I- '45° �� z 2 1/2 STUD INFILL '� ANCHOR TO TOP 45 1' 45° BOTTOM CHORD -.,/ LOUNGE 22 CASH WRAP /BACK WRAP COUNTERS • • 2 2' STUD INFILL AN OR TO TOP 4 ` D LOUNGE 22 METAL PANELS @ CASHWRAP (SURFBOARD WALL) • • Q 1- 3 5/8" x 20 GA, SCREW BRACING TO MTL. STUD BRACING STUD INFILL W/ 3 #8 @ 45 O.G. BOTTOM GHORD SCREW BRACING TO STUD INFILL W/ 3 #8 Q SREWS E BOT M CHORD 3 5/5" x =• GA. MTL. STUD BRACING @ ,,�" O C - - F LOUNGE 22 FURNITURE • ® SCREWS 12' -0" A . F . F . MALI, STRUCTURAL 3 5/8" X 20 GA. MTL. STUD BRACING @ 48" O,G, O FILL ALL VOIDS @ DECK 1- FLUTES w • / FIREPROOF FILL SCREW BRACING TO NALL 0 STUDS W/ 3 #8 SCREWS REF R TO G WALL HUNG LOCKER ROOM MIRRORS • • - H APPLICATION KIOSK • • TOP OF PARTIAL HEIGHT NALL STEEL �_ SCREW BRACING WALL REFER TO )M OF EAD 1R SIDE OF WALL SHEATHED WITH EXTERIOR GRADE LYWOOD WH IT 4M BOARD A5 F E.I.F.S. ASSEMBLY. REFER TO C/A 5.1 ' COMPLETE EXTERIOR FINISH SYSTEM RECEIVED ILA CT 2 5 2007 PE IT CENTER I RADIUS SHUTTERS AND ASSEMBLY • • � REFER T � ( CEILING PLAN' LAY -IN CEILING - SEE DETAIL A /A0.3 1 t �j REFER TO / TO STUDS W/ 3 #8 SCREWS REFER TO 8 SALES ROOMS EQUIPMENT /FIXTURES = ;• CEILING PL N SCREW BRACING TO STUDS W/ 3 #8 SCREW LAY -IN CEILING - SEE DETAIL A /AO.3 +.LL ' 'CEILING PLAN' 3 5/8 x 20 GA. MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" TYPE 'X' GYP. BO PART TIONS SUPPORTING STOCKROOM SHELVEING /NANGBARS TO A CABINETS, SHUTTERS AND TRIM, INGL WALL ANGLE SUPPORTS • • B SALES FREESTANDING MIRROR • • EI L ING PLAN' • k \/ i t G1 =ICING PLAN 'CEILING - LAY -IN CEILING - ''y - ., SEE DETAIL A /A0.3 �+ � ' E a ,, {, 'i C GASH WRAP /BACK WRAP COUNTERS • • � ® D DOOR OPENING /SHUTTER /TRANSOM ASSEMBLYS /IN -FILL PANELS • • _: B 5/8" x 20 A. MTL. STUDS @ 16' O,C• WITH (1) LAYER 6' P TYP. E FLOOR FIXTURES, FURNITURE • • vA 3 5/8" M ' x 20 GA. T•. „ a' `°'° .. @ 16 O.C. WITH ) . 1 E 5 /8" TYPE 'X' P. BOARD �`';1' 11NTERIOR 51D• ONLY \ , . SECURE B . TRACK --- .. SLAB US cG POWDER DRIVEN ASTENERS • -, c " iF'; ?�. g 1450 MAX. SPACING 4 A ' STUDS LAYER F SALES HARDWARE O O LAY-IN SEE ETAIILIA/A0.3 G PLANTS i • 9 NON SALES ROOMS EQUIPMENT /FIXTURES A NON -5ALE5 HARDWARE • • _ TO MIN, B M) TAL SHELVING - MOVABLE AND FIXED FOR NON -SALES • • BOARD SIDE SIDE NOTE: ALL PARTITIONS SUPPORTING STOCKROOM SHELVEING /N TO BE 18 GA. MIN. C HARDWARE BINS • • SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 a � @MAX. SPACING OF 24' O.C. SECURE BTM. TRACK TO . SLAB USING POWDE R �s DRIVEN FASTENERS MIN. .145 @MAX. SPACING � OF 24" O.C.°' D METAL CORNER GUARDS AND TERRAZZO STRIP TRANSITIONS • • BE 18 GA. MIN. E SHEET METAL WALL PANELING /WAINSCOT • • OF 4" O,C. �'"�,: , ° ' '� -�"" � F BULLETIN BOARD • • G EMPLOYEE LOCKERS • • 1-1 FRP PANELS FOR MOP SINK * WATER COOLER. AREAS • • NOTE: FOR PONDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO NOTE: , FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO NOTE: FOR POWDER DRIVEN FA ERICO - IC50 #EF 1; #ITW - ICBO #E 1147 OR EQUAL (TYP.) I TOILET RM. ACCESSORIES SEE CHART ON Al2.7 TOOL 4 FASTENERS - 1C30 #ER 4546; HILTI INC. - IGBO #ER :290; #ITW RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) FULL HEIGHT PARTITION TOOL $ FASTENERS - IGBO #ER 4546; HILTI INC. - ICB0 #ER 1290; #ITW RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) PARTIAL HEIGHT PARTITION J PLATFORM FRAMING /PLYWOOD 4 TRIM FOR MEZZANINE AREA • • TOOL 4 FASTENERS RAMSET/ RED HEAD K MANAGER'S DESK, PROCESSING AND PREP DESKS • • L RESTROOM H.C. GRAB BARS, MIRRORS, COAT HOOKS SEE CHART ON Al2.7 M DREAM STEAMER • N TOILET ROOM CERAMIC TILE FLOOR TILE, GROUT • WALL � p SEOTION NON —RATED PARTITION WALL Q ° SECTION NON—RATED PARTITION r = EXTERIOR WALL SECTION O WATERPROOF MEMBRANE (RESTROOM FLOORS) - WHERE REQUIRED • • P MOP SINK N/ 42" HOSE • • ; Q MOP HOLDER AND HOSE HOLDER • • REFER /\ VI A TO STEEL STUD MANUFACTURI >N CC , 5SMA , COM 1 FOR PRODUCT I I _ BOTTOM OF EXISTING DECK OR FLOOR ABOVE R TV /DVD • • 5 PANIC HARDWARE - EXIT DOOR • • SAFING INSULATION DRAWING PLAN TUBE 4 PUNCH TUBE FOR NON -SALES • • U NON -SALES FLOORING AND WALL BASE • • V DOOR STOP /HOOK NON -SALES DOORS • • BOTTOM OF EX 1NG ABOVE 10 MECHANICAL /ELECTRICAL SYSTEMS 1 IN A ELEC. WORK, EQUIP. AND INSTALLATION MATERIALS (SEE ELEC. RESPONSIBILITY SCHEDULE) I B MECH. WORK, EQUIP. AND INSTALLATION MATERIALS (SEE MECH. RESPONSIBILITY SCHEDULE) N! i � � ESTOP iy p , E W 1 Q G PLUMBING WORK, EQUIP. AND INSTALLATION MATERIALS (SEE MECH. RESPONSIBILITY SCHEDULE D FIRE PROTI=CTION WORK (sEE MECH, RESPONSIBILITY SCHEDULE) ) c �� — , � �' LL TYP. - E AUDIO SYSTEM (SEE ELEC. RESPONSIBILITY SCHEDULE) _ . ; ■ i E DRYNALL SCREW @ 6' 0.C. F PHONE DATA (SEE ELEC. RESPONSIBILITY SCHEDULE) G.G.. TO MATCH MALL. REQUIREMENTS 1 G SMOKE EVACUATION SYSTEM WORK (SEE MECH. RESPONSIBILITY SCHEDULE) ^1 STEEL STUD STANDARDS NO SCALE 1- CLOSED CIRCUIT TV (SEE ELEC. RESPONSIBILITY SCHEDULE) TOP OF STUD �" • ` ( SCREW EACH SIDE ATTACH ONLY BOTTOM LAYER OF OF GYP. BOARD TO STUD) , 1 SECURITY ACCESS CONTROL (SEE ELEC. RESPONSIBILITY SCHEDULE) 11 SENSORMATIC EQUIPMENT 18 G A. LEG" STRUCTURE SECURE TO A SENSORMATIC EQUIP. AND INSTALLATION SEE F ELEC R ESPONSIBILITY S CHEDUL) ( RESPONSIBILITY SCHEDULE NOTES IP STR CTURE EACH STUD B ALUMINUM SHIELDING – COLUMNS 4 WALLS • • G ALUMINUM SHIELDING – CABINETS • • 7087/ \ WILLIAM E A .11 ' .. 1 i v CN1TECT •: ; :IRO I�' .' I/ vv y ABBOT T (j,ON P � c��1 I NON SALES ROOMS INCLUDE RESTROOMS, OFFICE, STOCK AREA U.N.O. 2. SALES ROOMS INCLUDE PORCH, DUDE'S SALES, BETTY'S SALES, LOCKER ROOMS AND ENTRIES +I: LOUNGE 22. S. ALL OWNER SUPPLIED MATERIALS (05M) ARE FURNISHED TAILGATE DELIVERY ONLY. THE G.C. 15 RESPONSIBLE TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE OF ALL GSM. THE G.C. 51 -TALL TRANSPORT ALL OWNER - SUPPLIED M ATERIALS FROM THE POINT OF OF -LOAD TO THE JOBSITE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR oTHER LOCATION AS COORDINATED WITH AND DIRECTED BY THE LANDLORD. REPORT DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S CONSTRUCTION MANAGER WITHIN 48 HOURS OF RECEIPT. MATERIAL OF QUESTIONABLE QUALITY IS NOT TO BE INSTALLED. OTHERWISE IT WILL SE REPLACED AT CONTRACTOR'S EXPENSE. G.G. IS TO RECEIVE AND INSTALL ALL OWNER SUPPLIED MATERIALS, AS SHOWN IN D RAWINGS, DESCRIBED IN SPECIFICATIONS AND /OR AS DIRECTED 5Y OWNER'S CONSTRUCTION MANAGER. 4. THE G.C. IN RESPONSIBLE FOR DAMAGE, LOSS, THEFT OR DESTRUCTION OF ALL OWNER - FURNISHED MATERIALS. THE CONTRACTOR HILL BE BACK - CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. 12 CONDUIT HOME RUNS AND PULL STATIONS • • •• 13 VIDEO NALL 3 5/8" X 20 GA. MTL. STUDS @ 16" o.c. A MONITOR, PLATE BRACKET AND FRAME W/ BEZEL • • ® NOTE: DO NOT ATTACK GYP BOARD TO TOP TRACK 14 SATELLITE 5 TYPE X' GY PSUM WA L. - RD USE THIS DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK A DISH CABLE AND RECEIVERS • • USE T DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PAR ION STUDS BE INDEPENDENT OF TOP TRACK U.L. DESIGN NO. U -PER LOCAL FIRE MARSHALL USE DETAIL SIMILAR TO #HW - - 0024 CLASS II CAPABILITIES, 50% COMPRESSION. - B ROOF PENETRATION AND CONDUIT 0 • 15 AS - BUILT DRAWINGS • • * THIS RESPONSIBILITY SCHEDULE TAKES PRECEDENT OVER ALL DRAWING NOTES AND COMMENTS REGARDING RESPONSIBILITY. 11060390603 . SHEET DEFLECTION DTL NON RATED SCALE 3' - 1' -0 � ; - 1 DEFLECTION DTL (1) HOUR RA D SCALE 6' = 1' —O' , : ,' -, AI • d = RESTRAJNED ASSEMBLY RATING, HR CONCRETE (TYPE) CONCRETE UNIT WEIGHT, PCF. CONCRETE T14ICKNE55, IN. 1 NORMAL WEIGHT 147 3 -1/2 I -1/2 NORMAL WEIGHT 147 -153 4 2 NORMAL WEIGHT 147 -153 4 - 1/2 3 NORMAL WEIGHT 147 -153 5 -1/4 I LIGHTWEIGHT 107 - 113 2 - 1/2 1 LIGHTWEIGHT 107 -120 2 -5/8 I -1/2 LIGHTWEIGHT 107 3 2 LIGHTWEIGHT 107 -113 3 - 1/4 2 LIGHTWEIGHT 107 -116 3 -1/4* 2 LIGHTWEIGHT 114 -120 3 -1/2 3 LIGHTWEIGHT 107 -113 4 -3/16 3 LIGN*WEIGHT 114 -120 4 - 7/16 REFER TO DETAILS AND WALL SCHEDULES IN THIS SET FOR WALL FRAMING SIZE AND SPACING. STUD SIZE AND SPACING INDICATED IN THESE DETAILS IS PER U.L. AND MAY NOT BE ADEQUATE PER STRUCTURAL REQUIREMENTS. DESIGN NO. X827 RATINGS — 1, 1 -1/2, 2, 3 AND 4 HR. 1. STED. PIPE 03 TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAMETER (ID) RANGING FROM A MINIMUM OF 3 IN To A MNGMUM of 32 IN, WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL 50UAR9 OR RECTANGULAR TUBE (5T) WITH OUTSIDE WALL DIMEN51CM5 RANGING FROM MINIMUM 3 N. TO A MAXIMUM OF 36 IN. AND A MINIMUM WALL THICKNESS OF 3/16 IN. THE A/P RATIO OF THE STEEL PIPE OR TUBE (5EE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - APPLIED 0Y SPRAYING WITH WATER IN ONE OR MORE 1JNTAMPED COATS AT THE THICKNESS 5HOY41 IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 13 OFTl*NAL, MIN AVG UNTAMPED DENSITY ' , 13 PCF WITH 11111 1140 UNTAMPED DENSITY OF 11 PCF FOR TYPE D -C/F OR 11. MIN AVG UNTAMPED DENSITY 15 14 PCF WITH MIN IND UNTAMPED DENSITY OF a POF FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND W PCP, RESPECTIVELY, FOR TYPE HP, TAMPING I5 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DE5IGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) THE THICKNESS OF SPRAYED FOR RATINGS OF I, 1 -1M, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAY SE DETERMINED SY THE EQUATION. R - 0.33 1.1- 3.58 (A/P) WHERE. R IS THE HOUR RATING (HRS.) H 15 THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN_ A 15 THE CROSS SECTIONAL AREA (50 IN.) P 15 THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY. T(D -T) A/P. D WHERE. D 15 1145 OUTER DIAMETER OF T11E PIPE (¢N,) T 15 THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE 15 DETERMINED BY, T(A +B-2T) A/P- A+0 WHERE: A 15 THE OUTER WIDTH OF THE TUBE (1N.) B LS THE OUTER LENGTH OF THE TITRE (IN.) T LS THE WALL THICKNESS OF T148 TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, TH. .IINIMUM THICKNESS OF SPRAY-APPLIED FIRE RESISTIVE MATERAL5 REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY DE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM T14lCKNE55 COLUMN 513E A/P IH I -1/214 214 314 414 5P 3X0.108 0.18 1 I -3/4 2 -9/16 - ST 33333.183 0.16 1 1 -3/4 2-9/16 - 5P 4X0.237 0.22 13/16 1 -7/16 2-3/16 3-3/5 5T 434X0.188 0.18 1 1-9/16 2 -3/16 5T +114110375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X240.5 0.49 3/8 7/16 11/16 1-1/5 1 -5/5 CIL GROUP LTD. - TYPE P-C/F OR TYPE 11. INVESTIGATED FOR EXTERIOR USE. TYPE ETBS OR TYPE X ADHESIVE/SEALER 15 OPTIONAL ISOLATEK PNTERNATIONAL -TYPE 1, HP, D-CA OR IL TYPE D -C/F, HP, OR 11 INVESTIGATED FOR EXTERIOR USE. TYPE EDS 03 TYPE X *+DI-E51VE/SEALER IS OPTIONAL * BEARING THE UL CLASSIFICATION MARKING U.L. DETAIL #X827 N.T.S. DESIGN NO. U411 NONBEARING WALL RATING — 2HR. U.L. DETAIL #U411 N.T.5. 1, FLOOR AND CEILING RUNNER - (NOT 5HOWN) - 25 MSG (MIN GA 5TEEL. 1 N. HIGH, RETURN LEGS 2 -1/2 114. WIDE (MW) ATTACHED TO FLOOR AND CEILING WITH FASTE ERS 24 IN O.C. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 115G MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMoDATE ( *HALL GAPPING THIGKNE35, ATTACHED TO CEILING *11114 FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL. STUDS - 2 -I/2 IN. WIPE (MIN), 1 -1/4 IN. LEGS, 3/3 IN. RETURN FORMED OF 25 MSG (11)4) GALV STEEL MAX STUD SPACING 24 IN CC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND 3LANKE1 OPTIONAL)- MINERAL WOOL OR GLA55 FIBER BATTS PARTIALLT OR coMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT To WALLBOARD SASE LAYER WITH A MIN 16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EAC41 PIECE AND A STAPLE AT EACH CORNER APPROX 3 IN. FRO EDGES, SEE BATT5 AND BLANKETS ((BZJZ)) CATEGORY FOR NAMES OF MANUFACTURERS, 4. WALLBOARD, GYPSUM* (W1TOHNA1 5/8 IN. THICK, CUTER LAYER PAPER OR VINYL SURFACED, (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1114. LONG TYPE 5 WTEEL S •RE1 SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN, O.C. IN TEN FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS Qf COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.G. JOINTS OF LAMINATED OUTER LATER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 - 5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED Y2 IN. O.C. OPTIONAL (DIRECT ATTACHED SYSTEM), NNER LAYER ATTACHED TO STUDS WITH IIN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN, O,C. IN THE FIEL AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE 51U1D5 OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND AIANG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF SCREW ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS, .1DINT5 OF OUTER LATER MAY BE TAPED OR UNTAPED, 1O1 3/32 IN. THICK GYPSUM VENEER PLASTER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED, BOREAL GYPSUM INC. - TYPE 13G-c DODGE PDG2 OR DON1. CANADIAN GYPSUM CO LTD - TYPES C, 564, 514X, WRX, CELOTEX CORP. - TYI 1 OR FRP CONTINENTAL GYPSUM COMPANY - TYPE CG -3, CG -3 OR GG -c, DOMTTAR GTP5U11 INC. - TYPE 4 5, q, OR C, EAGLE - GYPSUM PRoDUc1s - TYPE Es-c oR EGX -I1. GEORGIA- PACIFIC CORP. - TYPE DGG, GPFS --3, GPFS -6 oR GPF5 - C. JAMES HAROIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE F5W F514 NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TY FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3 PG-5, PG-9 OR PG-C. REPUBLIC GYPSUM CO. - TYPE STANDARD GYPSUM CORP., - TYPE SGC SG OR SGC TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE T TP - 5, VPB -TYPE T. UNITED STATES GYPSUM TYPE AR, C, FCV, IF IP -X2, 55X, 54-0X, WRC, WRX CAR W5X. WESTROC INDUSTRIES LTD, - TYPE WESTRCC FIREBOARD. 4A. WALLBOARD GYPSUM* -(A5 AN ALTERNATE TO ITEM 4) - RCM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH I - 1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2 -I /A IN. LONG TYPE 2 SCREWS FOR OUTER LATER. UNITED STATES GYPSUM CO. - TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. DESIGN NO. X821 RATINGS — 3/4, 1, I -1/2, 2 AND 3 I-1R. TYPICAL 1 U.L. DETAIL #X821 N.T.S. OMITTED TYPICAL 14114X233 IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED ST SPRAYING WITH WATER IN GIVE UNTAMPED COAT TO STEEL SURFACES WHICH ARE FREE OF DIRT, OHL OR SCALE. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAIIPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCP FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES CF 72 AND 19 PCF, RESPECTIVELY, FOR TYPE HP, TAMPING 15 OPTIONAL, FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATIONSECTION, PRECEDING THESE DESIGNS. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME I) RATING HR MIN. THICKNESS -IN. 3 33/5 2 1 9/16 1 1/2 I I/8 !'116. 3/4 5/8 ISOATEX NTERNATIONAL -TYPE 1, FP, D-CIF OR II. TYPE D-C/F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. 2. STEEL COLUMN - MIN SIZE OF COLUMN, 146X16, WITH OUTSIDE DIMENSION OF 6 -14 BY 4 IN., WITH A FLANGE THICKNES5 OF 3/3 IN., A WE13 THICKNE55 OF 1/4 IN. AND A CROS° 5ECTIONAL AREA OF 4.72 5O N. BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. WL1001 NO. F RATINGS -1 FORMERLY 2, 3, AND R (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 MR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400'F -LESS TI-IAN 1 CFM /SQ FT. //, 0 H E m I. WALL ASSEMBLY- THE I, 2, 3, OR 4 FUR FIRE-RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN WE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY A110 SHALL INCLUDE 114E FOLLOWING CONSTRUCTION FEATURES- A, 5TUDS - 144LL FRAMING MAY CONSIST OF EITHER 14000 STUDS (MAX 2HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 M. D.C. WITH NOM 2 BY 4 114. LUMBER END PLATES AND CRO55 BRACES. STEEL STUDS TO SE MIN 3-5/5 IN, WIDE BY 1 -3/8' IN DEEP CHANNELS SPACED MAX 24 IN. OC, F * - i SOLI B. WALLBOARD GYPSUM 1a.+�1 1/2 /B IN IC WIDE W TCH ARE OR TAPERED E5. 711E GYPSUM WALLBOARD TYPE, THICKNESS, NU OF LAYERS, FASTENER TYPE AND sHEET ORIENTATION SHAW. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 13-1/2 IN. 2, PIPE OR CONDUIT -NOM 12 IN. DIA11 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRE sIIRE PIPE, NOM 6 114. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAN (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 114. DIAM (OR SMALLER) TYPE 1. OR (OR HEAVIER ) COPPER TUBING CR NOM I I N DIA FLEXIBLE STEEL CONDUIT. WHEN COP I NG R (OR SMALLER) PER E P P I5 USED, MAX F RATING OF FIRESTOP SYSTEM (1TEM 3) I5 214R. STEEL PIPES OR CONDUITS LARGER THAN 14011 4 IN DIAI1 MAY ONLY 05 USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT I5 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIPLT SUPPORTED CN BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL$- CAULK -CAULK FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY CN 5011H 910E5 OF WALL ASSEMBLY. THE I1cl1RLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN 114IC14 IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP 5Y5T1 15 DEPENDENT UPON THE TYPE OR SITE OF 1143 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL A55BMSLY IN WHICH IT 15 INSTALLED, AS TABULATED 3514: MAX PIPE CR CONDUIT PIAM, IN 4 4 6 I2 ANNULAR SPACE, !N. 0 TO 3/5 1/4 TO 1/2 0 TO 1/4 0 TO I -1/2# 1/4 TO V2 3/6 TO 3/8 RATING, 1 OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 1012 2 T RATING, 1N&. 0 +, I OR 2 3 0R4 0 0 0 0 + WHEN COPPER PIPE 15 USED, T RATING 15 04R. # 0 10 I -I/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 143+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD 15 5/8 IN. FOR IHR RATED WALLS AND 1 -1/4 IN. FOR 2NR RATED WALLS. MINNESOTA MINING 4 MFG. CO. - CP 2514B+, *BEARING THE UL CLASSIFICATION MARKING. 5 U.L. DETAIL #WL1001 N.T.S. DESIGN NO. D902 RESTRAINED ASSEMBLY RATINGS -1, 1 -1/2, 2 AND 3 HR. UNRESTRAINED ASSEMBLY RATINGS -0, 1, 1 -1/2, 2 OR 3 HR. (SEE ITEMS 4 4 6) UNRESTRAINED BEAM RATINGS -1, I -1/2, 2 AND 3 HR. —B SEE ITEM 6 U.L. DETAIL #D902 N.T.S. SECTION A—A SECTION 5 - , 1. 5EAM -- 145X28, MIN SIZE. IA. STEEL JOISTS -- --(NOT 514014N) -A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT Of PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 5.J.I. SPECIFICATIONS FOR A MAX DE51GN 5TRE55 OF 30 K51. T140 TOP CHORDS SHALL CON515T OF TWO ANGLES MEASURING I -1/4 BY 1 -1/4 BY 0:127 IN. THICK, BOTTOM CHORDS SHALL CONSIST OF TWD ROUND BARS MEASURING 0.566 IN, IN D1AM, BEARING PLATES EHALL CONSIST of TWO ANGLES MEASURING I BY 2 BT 0.100 IN. THICK AND 5 -1,16 IN. L0149. WEB MEMBERS SHALL CONSIST OF 0.565 IN, DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN AND 4.9 LB/FT, RESPECTIVELY, I. STEEL JOISTS -(NOT 5110114)-AS AN ALTERNATE TO ITEM I- COMPOSITE DR NONCOMPOSITE AND WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED CR PROVIDED 1.41114 A SHOP COAT OF PAINT. DESIGNED PER S.J.T. SPECIFICATIONS FOR A MAX DESIGN 5TRE55 of 30,000 PSI. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING 1 -1/2 3Y 1 -1/2 131 0.156 IN. THICK. BOTTOM CHORDS 51 4ALL CONSIST OF TWO ROUND BARS MEASURING 0.675 IN. IN DIAN. BEARING PLATES SHALL CONSIST OF 1140 ANGLES MEASURING 2 BY 2 BY 0,142 IN. THICK AND SHALL BE MIN 4 -13/16 IN LONG. THE SECOND WEB MEMBER AT EACH END SHALL CONSIST OF 0, 654 IN 01A11 RDUNO 5AR. ALL REMAINING WEB MEMBERS, INCLUDING THE END 14E3 MEMBERS, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER S.J.I. SPECIFICATIONS 15 REQUIRED WHEN NONCOMPOSITE JOISTS ARE USED. IC, STEEL JOISTS- -(NOT 91 - A5 AN ALTERNATE TO ITEM I COMPOSITE OR NONCOMPOSITE, WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED OR PROVIDED WITH A SHOP COAT of PAINT. DESIGNED PER 5.1.1. SPECIFICATIONS FOR A MAX DESIGN STRESS OF 30,000 P51. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-1/2 3Y 1 -112 BY 0.156 IN. 1141CK. BOTTOM CHORD SHALL CONSIST OF TWO ROUND BARS MEASURING 0475 IN. IN DIA11. THE SECOND WEB 11EMHER AT EACH END SHALL CONSIST OF 0.634 IN. DIAM ROUND EAR. ALL REMAINING WEB MEMBERS, INCLUDING 1H5 E40 WE3 MEM1ER5, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER 5.11. SPECIFICATIONS 15 REQUIRED 1N11EN NONCOMPOSITE JOISTS ARE USED. ID, STEEL JOISTS- -(NOT SHOWN) - A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT OF PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 3.1.1. SPECIPICATION5 FOR A MAX DESIGN STRESS OF 30 K51. THE TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-I/4 5Y I -I/4 BY 0,127 IN. THICK. BOTTOM CHORDS SHALL CONSIST OF T140 ROUND BARS MEASURING 0,566 IN, IN DIAM. SEARING PLATES SHALL CONSIST OF T140 ANGLES MEASURING I -1/2 BY 2 BY 0.183 IN. THICK AND 5 -1/16 IN. LONG. WEB MEMBERS SHALL CONSIST OF 0.565 IN. DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN, AND 4.9 LB/PT RESPECTIVELY. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE OR SILICEOUS AGGREGATE, 3500 P3) COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE OR SLATE AGGREGATE BY ROTARY -KILN METHOD OR EXPANDED CLAY AGGREGATE BY ROTARY - Mg OR sINTEREP -GRATE METHOD, 3000 P51 COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PER CENT ENTRAINED AIR. *WITH 2 AND 3 IN. DEEP STEEL FLOOR UNITS ONLY. 3. WELDED WIRE FABRIC - -6X6 10 /105145. 4. STEEL FLOOR AND FORM UN TS* - COMPOSITE 1 - 112, 1 - 5/8 , 2 OR 3 IN. DEEP GALS UNITS OR 4 -1/2 IN. DEEP NON- COMPOSITE GALS UNITS. FLUTED UNITS MAY 8E PH09/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNIT5 MAT 35 USED: (I) ALL 24, 26, 28 OR 36 IN, WIDE CELLULAR OR PARTIAL CELLULAR. (2) ALL ELUTED. (3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 13/18 15G MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN, Wipe CELLULAR OR PARTIAL CELLULAR. (5) CORRUGATED, NOM 1 -5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. POR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KS*. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 1451. BHP LYSAGHIT- TAIWAN LTD. -24 IN. WIDE TYPE 21424; 36 IN. WIDE TYPES 21436, 31436. BHP STEEL BUILDING PRODUCTS USA INC, -24 IN. WIDE TYPES 21424, 21'4F24, 31424, 314F24, B, BF -24, BR, EMT), BRMOD, N, NF; 30 IN. WIDE TYPE 0 -30, BF -30, BR; 36 IN. WIDE TYPES 21436, 214F36, 31436, 314E36, 13-36; 24 OR 30 IN. WIDE TYPES ASG2, ASC3. BOWMAN METAL DECK/WHEELING CORRUGATING CO. DIV OF WHEELINGPITTSSURGH 5TEEL CORP. -30 IN. WIDE TYPES I -I/2 IN. V -GRIP, 1 - 112 IN. RV -GRIP, 2 IN, VW; 24 IN, WIDE TYPES 1 -1/2 IN. VW4, 3 IN. VW3, I -1/2 IN. V1.13, I -1/2 IN. V142, 212V142 141REWAY, 312VW2WIRElWAY, 203V14- 14IREWAY, 258V14- WIREWAY; 24 OR 32 IN. WIDE TYPES 205V -SNIP, 253V -GRIP; 24 OR. 36 IN. WIDE TYPES 212V-GRIP, 312V -GRIP; 36 IN. WIDE TYPES 212V143- 14IREWAY, 3124143- 14IREWAY. COMPONENTS FOR FIELD - ASSEMBLED CELLULAR METAL RACEWAY UNITS RACEWAY BOTTOM -24 05 36 IN. WIDE TYPES 212V5, 3121/5; 24 OR 36 IN. WIDE TYPES 203V5, 258V5. RACEWAY COVER PLATE - -TYPES CP - 12, CP RACEWAY DIVIDER -TYPES PC-20, DC-25. RACEWAY ISOLATION TROUGH -TYPES T -20, T -25, T -30. CONSOLIDATED SYSTEMS, INC. - 24 IN. WIDE TYPES CFID-2, CFD -3; 24, 30 OR 36 IN. WIDE TYPE CFD-1,51 24 OR 36 IN. WIDE TYPES MAC -LOK 2, MAC -LCK 3; 2.4 94. WIDE TYPES 82C, 32FC, NC, NFC; 30 IN. WIDE, TYPE BBC; 12 IN. WIDE MAC -WAY CELLULAR 45 M*W, 2 -633 MTWA, 3 - 633 MTWA+. 30 IN. WIDE, MAC - CCR TYPE5 I AND 2 DECK W557, INC. -36 IN. WIDE TYPE 0 -D14, INVERTED B -DUG, BA -DH, INVERTED 8A -DUG, 2 -DUG OR 3 -D14. SIDE JOINTS OF TYPE 2 AND 3-014 MAY BE FASTENED TWETHER WITH MIN I IN. LANG N0. 12 X 14 SELF - DRILLING, SELF- TAPPING 5TEEL SCREWS 36 IN. CC. EPIC METALS CORP. -24 IN. WIDE TYPES ECI50, ECI50 INVERTED, 5C300, FC366, FCPI50, EcP300, ECP366, EPICORE A; 30 IN. WIDE TYPES EC8150, EC3R150; 36 IN. WIDE TYPES EC156, EC266, EcP266. GEN5 METALS INC. -12 OR 24 IN. WIDE TYPES LF2, LF3, ROBERTSON, H. H. -QL TYPES, 24 IN. WIDE, 3 OR 3 INVERTED, UKK, 21 OR 21 INVERTED, 2 IN. 99, 121, AKX, NKK, TKX; 24 OR 30 IN. WIDE 5IO4, GIC(14, GKK -A; 36 IN. WIDE 2 IN. 99, AKX, WKX; 12 IN. WIDE NKC, TKC; 12 IN. WIDE NON - COMPOSITE SEC 12. 31DE JOINTS OF q9, 121, TKC, TKK, WKX MAY 55 WELpa) TWETHER 60 IN. cc. SIDE JOINTS OF 99, AKK, WKK, GKK, GKX -A, TKX MAY BE FASTENED TOGETHER WITH MIN 1 IN. LONG N0. 12X14 SELF- DRILLING, SELF- TAPPING STEEL SCREWS 36 IN. CC. ROOF DECK, INC. -36 IN. WIDE TYPE5 LOK- I -I /2, IRK- 1 -1 /2R; 24 IN. WIDE TYPES LOK -2, LOK - 3. TOMAN BUILDING COMPONENTS INC. -24, 30 OR 36 IN. WIDE TYPES LXR - B, LXR -B INVERTED; 24 OR 36 IN. WIDE TYPE LXR -314; 36 IN. WIDE TYPE LXR -214. UNITED STEEL DECK, INC. -12 OR 24 IN, WIDE, TYPES I - I/2, 2, OR 3 IN. LOK -FLOOR AND LOK -FLOOR CELL; 24, 30 OR 36 IN. 1410E, TYPE 1 -1/2 IN. ES-1.0K AND B -LOT. CELL; 24 W. WIDE, TYPES N -LOK AND N -LOK CELL. VERCO MFG., INC.--- FORMLOK TYPES, 24 OR 36 IN, WIDE, W2 AND 143; 24 OR 36 IN. WIDE, 0, BR; 24 IN. WIDE, N; 30 IN. 3, BR; 12 IN. WIDE 142 OR 143 UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE W2 OR 143, RESPECTIVELY. VW-CRAFT, DIV. OF NUCOR CORP. -24, 30 OR 36 IN. WIDE, TYPE 1.5 VL, 1,5VLI, .5VLP1 24 OR 36 IN. WIDE, TYPES 2VLI, 3VLI, 2VLP, 3VLP. WALKER 315TET15 INC. -24 IN, NIDE, TYPES 2 OR 3 IN, WDR; HI -BOND TYPES, 24 IN. WIDE, B, BF, ER, I 5/8NF, 1 - 5/8NFSUB5, 9, 5R, 3N, 3NF, 31 16, 30, 31 OR 32 IN. WIDE 2V, 2VSUBV, 3V, 3VSUEV; 16, 18, 20 OR 22 IN. WIDE 3N.51J132FSIJBMM AND 24 IN. WIDE 3N5UBLFSUBM ONLY IN BLEND 141114 ONE OR MORE BV UNITS. WHEELING CORRUGATING CO., DIV OF WHEELING-PITTSBURGH STEEL CORP. -30 IN. WIDE TYPES SE- 316LF, -150, -150N, - 150NR, -ISQR; 24 IN. WIDE TYPE 5B - 200, -300, 93 316LF, - 133LF, P2ILF, -P31LF OR - P35LF; 12 IN. WIDE TYPE 50 -P2ILF OR 58-P3ILF; 35 11 WIDE TYPES 50- 816LF, - F2ILF, - P3ILF, LOCK FORM TYPE, 24, 30 OR 36 IN. WIDE TYPES 016LF, 5161-ENV; 24 IN. WIDE TYPES P34LF, P3ALFNV; 12, 24 OR 36 IN. WIDE TYPES C2OLF, C30LF, C3ILF, P20LF, P30LF, P3ILF; 30 114. WIDE TYPES TBI25 AND TB200, UNITS MAT 8E PHOS/PTD. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. CC FOR 12, 24, 36 114, 1112E 01115, FOUR WELDS PER SHEET FOR 30 IN. WIPE UNITS. 6 IN. CC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNI F55 SPECIFIED OTHERWISE FOR SPECIFIC UNITS TYPES, ADJACENT UNITS BUTTON- PUNCHED OR WELDED TOGETHER 36 IN, OC ALONG SIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. CC MAX. +12 IN. WIDE, I -1/2 IN DBE? ■1AC -WAY UNITS MAY BE BLENDED 141114 24 IN. WIDE 82C OR 30 IN WIDE 03C UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNIT5. 12 IN. WIDE, 2 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE MAC -LOCK UNITS IN A BLEND OF CONE CELL TO ONE OR MORE FLUTED UNITS. 12 114. NIDE, 3 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN, WIDE MAC -LOCK 3 UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNITS. THE SIDE EDGE OF THE FLUTED UNITS I5 PLACED ON THE TOP OF THE SIDE EDGE OF THE MAC UNIT AND 1145 TWO ARE WELDED TOGETHER WITH WELDING WASHERS SPACED A MAX. OF 52 IN. CC FOR MAC -LOCK 2 OR 3 UNITS AND A MAX OF, 24 IN. OC FOR THE 82C OR 53C UNITS. ALTERNATE CONs1R1JC71GN -- NONCOMPOSITE UNITS OF THE SAME TYPE LISTED ABOVE MAY BE USED PROVIDED ALLOWABLE LOADING 15 CALCULATED ON THE BASIS OF NONCOMPOSITE DESIGN. THROUGH © THE UNRE5TRA1NED ASSEMBLY RATING 15 EQUAL TO TH5 UNRESTRAINED BEAM RATING (SEE ITEM 6) FOR A MAX 3 HR AND 15 LIMITED TO THE FOLLOWING UNITS AND LIMITATICN5: (A) I -1/2, 2 AND 3 114, DEEP, 24 IN. WIDE, 22 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN7, BN, (5) 1-1/2, 2 FT AND I 3 IN. DEEP, 24 IN. WIDE, 20 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN 8 FT, 8 IN, (C) 1 - 1/2 AND 2 IN. DEEP, 24 IN. WIDE, 16 MSG OR THICKER FLUTED AND 18/13 115G OR THICKER CELLULAR WITH CLEAR SPANS NOT MORE THAN R FT, 11 IN. (0) 3 IN. DEEP, 36 IN. WIPE, 18 MSG OR THICKER FLUTED AND 24 IN. WIDE, 20/18 MSG OR THICKER CELLULAR 141T11 CLEAR 5PAN5 NOT MORE THAN 13 FT, 2 IN. FOR ASSEMBLIES UTILIZING 3 - 1/4 IN. LIGHTWEIGHT CONCRETE TOPPING W1TN A MAX RESTRAINED ASSEMBLY RATING OF 2 HR, THE UNRESTRAINED ASSEMBLY RATING 15 EQUAL TO THE UNRESTRAINED BEAM INATING (SEE ITEM 6) AND 15 LIMITED TO THE FOLLOWING FLOOR UNITS AND 5PAN5: (A) 1 -1/2, 2 AND 3 114. DEEP, 24 CR 36 IN. WIDE, 22 MSG FLUTED AND 20/20 MEG CF. 1 1 *LAR WITH CLEAR 5PAN5 140T MORE THAN 9 FT, 6 W. (5) (B) 2 AND 3 IN. DEEP, 24 CR 36 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 10 FT, 0 IN. (C) 3 IN_ DE5P, 24 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 13 FT, 2 IN. 5. JOINT COVER-(USE WITH FLUTER UNITS OPTIONAL -NOT 51401414) -2 IN. WIPE CLOTH ADHESIVE TAPE APPLIED FOLLOWING THE CONTOUR OF THE UNIT5, 6A. SPRAT- APPLIED FIRE RESISTIVE MATERIALS$- APPLIED BY SPRAYING WITH WATER, 111 ONE COAT TO A FINAL THICKNESS AS 5H0✓JN ABOVE AND 114 TABLE 511.OW TO STEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED IS BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE 10P FLANGE OF 1145 51551. SEAM SHALL BE FILLED. WHEN FLUTED STEEL DECK IS USED AND THE 5TEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE 5TEEL BEAM SHALL BE PLUGGED. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAMPED DENSITY 15 13 PCF W1114 MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES I, II, OR PC/F. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF, RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL, FOR METHOD OF 0EN311 T DETERMINATION, REFER TO DESIGN INFORMATION SECTION, THE T111CKNE55 OF THE SPRAY - APPLIED FIRE RESISTIVE MATERIALS ON 7H5 STRUCTURAL MEMBERS (ITEM I, IA, OR 10) SHALL BE AS FOLLOWS, 54 11415 THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED WER 3 IN, LIGHTWEIGHT CONCRETE TOPPING, * MAT BE REDUCED TO 3/4 IN. FOR THE I -1/2 HR UNRESTRAINED BEAM RATING WHEN THE MATERIAL 15 SPRAYED 2 IN, 5E1010 THE 55AMS'5 TOP FLANGE AND N0 REDUCTION IN THICKNESS IS MADE AT 714E TIPS OF THE BOTTOM FLANGE. + THICKNESS OF SPRAY-APPLIED PIKE RE515TIVE MATERIALS MAY BE REDUCED TO ONE HALF OF 71115 THIG01E55 ON THE LOWER FLANGE TIPS OF THE STEEL BEAM. CIL GROUP LTD. -TYPE D -C/F OR TYPE II. TYPE EB5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. ISOLATEK INTERNATIONAL -TYPE P -C/F, H P OR I, TYPE II, TYPE EH5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. 6B. SPRAY- APPLIED FIRE RESISTIVE MATERIALS *-ALTERNATE TO ITEM HA. 5E5 TABLE BELOW FOR APPROPRIATE THICKNESSES. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED I5 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED STEEL PECK 15 0550 AND THE STEEL BEAM 13 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM 514ALL BE PLUGGED. PREPARED BY MIXING WITH WATER AND SPRAY APPLIED IN ONE OR MORE COATS TO 5EAM SURFACES W41C1 MUST 135 CLEAN AND FREE OF DIRT, LOO5E SCALE AND OIL. MIN AVERAGE DENSITY OF 17.5 PCF WITH MIN INDIVIDUAL VALUE OF 17,0 PCF. FOR MET400 OF DENSITY DETERMINATION, SEE DESIGN INFORMATION 55011014, SPRAYED MATERIAL. * 114I5 THICKNESS APPLIES WHEN OPTIONAL 11E115 12, 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 280. ISOLATEK INTERNATIONAL -TYPE 280. 6C. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - ALTERNATE TO ITEM 6A OR 68. APPLIED BY MIXING WITH WATER ACCORDING, TO INSTRUCTIONS ON EACH BAG OF MATERIAL. MIXTURE CAN BE SPRAY OR TROWEL APPLIED IN ONE 0R MORE COATS. 714E THICKNE55 OF THE MIXTURE 15 DEPENDENT ON THE TYPE OF FLOOR UNIT. SEE TABLE BELOW FOR APPROPRIATE THICKNE55. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THIGONE55 5E1 -ECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHAW_ BE FILLED. WHEN FLUTED STEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNE55E5 APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND 145 TOP FLANGE OF 145 STEEL BEAM SHALL BE PLUGGED. THE STEEL SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL, MINIMUM AVERAGE DENSITY OF 38 PCF AND MINIMUM INDIVIDUAL DENSITY OF 35 PCF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION sEGTION, SPRAYED MATERIAL. 5 THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE U5EP OVER 3 -1/4 IN LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 800. INVESTIGATED FOR EXTERIOR USE. ISOLATEK INTERNATIONAL - -TYPE 800. INVESTIGATED FOR EXTERIOR USE. 6D, SPRAY APPLIW FIRE RE515TIVE MATERIALS* -- ALTERNATE TO ITEMS 6A, 6B OR 60. APPLIED BY MIXING WITH WATER IN ACCORDANCE WITH INSTRUCTIONS ON EACH BAG A140 APPLIED IN ONE OR MORE COATS TO A FINAL THICKNESS AS SHOWN IN TABLE 85-01 TO 5TEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THICKNESS SELECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED 5TEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL 135 PLUGGED. MIN AVERAGE AND MIN INDIVIDUAL DENSITY 15 19 AND I7 PCF, RESPECTIVELY, FoR TYPES 300 AND 5E1. MIN AVERAGE AND MIN INDIVIDUAL DENSITY OF 25 AND 22 PCF, RESPECTIVELY, FOR TYPE 400. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION. THE THICKNESS OF THE MATERIAL ON TH5 STRUCTURAL M5*ISSJR.5 (ITEM 1, IC, OR 10) SHALL BE AS FOLLOWS: THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 300. ISOLATEK INTERNATIONAL—TYPE 300, TYPE 400 OR TYPE 35. 7. SHEAR CONNECTOR STUDS- OPTIONAL--STUDS, 3/4 IN. DIAM BT 3 IN. LONG, FOR 1 -1/2 IN. DEEP FORM UNITS TO 5 -1 /4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF 714E BEAM THROUGH THE STEEL FORI1 UNIT5. 3. LATH HANGER -(NOT 5110WN) -GALS 5TEEL 6 914G MIN DAM SPACED 27 IN. 0. C.. 9. CLIPS -(NOT SHOWN)-N0. 24 MSG SPRING STEEL PUSHED ON TO TOP AND BOTTOM FLANGES OF BEAM SPACED 6 IN. 0. C. MAX. 10. METAL LATH -(NOT 514011N) -3/8 IN. DIAMOND ME5H OR RIB LATH, 3,4 L85 PER SO YD EXPANDED 5TEEL ATTACHED TO BEAM WITH CLIPS SPACED 6 114. 0. C, MAX; OR TIED TO LATH HANGERS WITH 18 5WG GALS STEEL WIRE SPACED 6 IN. P.C. MAX. 11. ELECTRICAL INSERTS-(NOT 31401N) CLASSIFIED A5 'OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE',* (I) RACEWAY COMPONENTS, INC, (RESTRAINED ASSEMBLY RATING 15 2 HR OR L555 WITH TYPES FA250, -300, -400 OR -450 AFTER SET INSERTS.) AA 551 INSERT MAY BE INSTALLED 014 ANY I -1/2, 2 OR 3 IN. DEEP CELLULAR FLOOR UNITS SPECIFIED UNDER ITEM 3, EXCEPT 12 IN, WIDE UNITS WITH CELL WIDTH EXCEEDING 7 -1/4 IN. SPACING SHAD- 5E NO MORE THAN ONE INSERT IN EACH 20 50 FT OF FLOOR AREA IN EACH SPAN WITH INSERTS SPACED NO CLOSER THAN 24 IN. 0.0. MAX RACEWAY COMPONENTS, INC. -TYPES FA250, -300, -400 OR - 450 AFTER 5ET ELECTRICAL INSERT WITH SUFFIX PP -C, P-C OR 1-0 SERVICE FITTING5. TYPE APA -375 -C FITTINGS USED FOR ABANDONMENT OF INSERT. 12. MINERAL AND FIBERBOARDS * - (OPTIONAL, NOT SHOWN). APPLIED OVER CONCRETE FLOOR WITH NO RESTRICTION ON BOARD THICKNESS. WHEN MINERAL AND FIBER BOARDS ARE USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED By A MINIMUM OF 1/2 HR. SEE MINERAL AND FIBER BOARD (CERZ) CATEGORY FOR NA11E5 05 MANUFACTURERS. 13. FOAMED PLASTIC* -(OPTIONAL, NOT SHOWN). CONSISTING OF POLTISCCYANURATE OR URETHANE ROOF INSULATIONS. APPLIED OVER CONCRETE FLOOR WITH 140 RESTRICTIONS CAN THICKNESS. LINEN POLYISOCYANURATE OR URETHANE INSULATION I5 USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED BY A MINIMUM OF I/2 HR. SEE FOAMED PLASTIC (COM) FOR LIST OF MANUFACTURERS. 14. INSULATING CONCRETE - (OPTIONAL, NOT SHOWN) - VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED AS FOLLOWS: A. VERMICULITE CONCRETE - BLEND 6 TO 8 OJ FT OF VERMICULITE /GGREGATE* TO q4 LB PORTLAND CEMENT AND AIR ENTRAINING AGENT. MIN THICKNESS OF 2 IN. AS MEASURED TO THE TOP SURFACE OF THE STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM 13) WHEN IT 15 USED. 555 VERMICULITE AGGREGATE (CM) CATEGORY FUR NAMES 0 CLASSIFIED COMPANIES. 5. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURERS SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY MIN COMPRESSIVE STRENGTH OF IRO P51 AS DETERMINED WITH A5TM C495 -66. _ CELCORE INC. -CAST DRY DE1J51TY OF 31 (+ OR - 3.0) PCF. CELTUFOAM CONCRETE SYSTEMS -CAST DRY DENSITY OF 30 (+ OR - 3.0) PCF. ELASTIZELL CORP. or AMERICA -TYPE II, WITH A CAST DR/ DENSITY OF 3q (+ OR - 3.0) PCF. LITE - CRETE 114c, DENSITY OF 29 (4 OR -) 3.0 PCF. 51PTA51 INC, - MIX HI, CA5T DRY PENSITY OF 32 (+ OR - ) 3 PCF. SIPLAST INC.-MIX 42, CAST DRY DENSITY OF 36 (+ OR - 3 PCF. C. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURE'S APPLICATION INSTRUCTIONS,, CAST DRY PEN5ITY OF 33 (+ OR -) 3 PCF AND 28 DAY COMPRESSIVE STRENGTH OF MIN 250 551 AS DETERMINED IN ACCORDANCE WITH ASTM 0495 -86. ELASTIZELL CORP. OF AMERICA 11, MIX 51 OF CAST DRY DENSITY 39 (+ OR - 3.0 PCF, MIX #2 OF CA5T DRY DENSITY 40 (+ OR -) 5.0 PCF, MIX 33 OF CAST PRY DENSITY 47 (+ OR - 3.0 PCF. SIPLAST INC, - MIX #3. D. PERLITE CONCRETE - 6 Cu FT OF PERLITE AGGREGATE* TO 94 LE OF PORTLAND CEMENT AND I-V2 PT AIR ENTRAINING AGENT. MIN THICKNESS 2 IN. AS MEASURED TO THE 70P SURFACE of STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM I5A) WHEN IT IS USED. SEE PERLITE AGGREGATE (CFFX) IN FIRE RESISTANCE DIRECTORY FOR NAMES OE CLASSIFIED COMPANIES. 15. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN)-FOR USE ONLT 141114 VERMICULITE (11511 14A) OR CELLULAR (ITEM 141) CONCRETES -RIGID POLYSTYRENE FOAMED PLASTIC INSULATION HAVING SLOTS AMID/OR HOLES SANDWICHED BETWEEN VERMICULITE CONCRETE SLURRY WHICH IS APPLIED TO THE NORMAL OR LIGHTWEIGHT CONCRETE SURFACE AND VERMICULITE CONCRETE TOPPING (ITEM 14A). MAX THICKNESS TO BE 8 IN. SEE FOAMED PLASTIC* (FRYX) CATEGORY IN BUILDING MATERIAL-5 DIRECTORY OR FOAMED PLASTIC* (CCVW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. 15A.FOAMED PLASTIC* -(NOT SHOWN) -FOR USE ONLY WITH CELLULAR OR PERLITE CONCRETE. NOMINAL 24 BY 48 BY MAX 8 IN. THICK POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS HAVING A DENSITY OF 1.0 (+ OR - 0.1) PCB, ENCAPSULATED WITHIN CONCRETE TOPPING. EACH INSULATION BOARD SHALL CONTAIN SIX NOMINAL 3 IN. DIAMETER HOLES ORIENTED IN T40 ROWS OF THREE HOLES EACH WITH 11-15 HOLE5 SPACED 12 IN. OC TRANSVERSELY AND 16 IN. OC LONGITUDINALLY. SEE FOAMED PLASTIC* (BRYX) CATEGORY IN BUILDING MATERIALS DIRECTORY OR FOAMED PLASTIC* (CCYW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIE5, 16. ROOF COVERING MATERIALS* ---(0P710NAL, NOT SHOWN) - CONSISTING OF MATERIALS COMPATIBLE WITH INSULATIONS DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE BUILT-UP ROOF COVERING MATERIALS IN BUILDING MATERIALS DIRECTORY. *BEARING THE UL CLASSIFICATION MARKING < `ate � ,•�- ,bt` `e L .+ C AW A OMITTED A 5. W-SHAPED COLUMNS MIN COLUMN SITE 144313 146x15.5 1410x4'* T5 4 BY4 BY 0.188 TS3BY8 BY 0,250 C *BEARING THE UL CLASSIFICATION MARKING. L. DETAIL #U465 N.T.S. DESIGN NO. X528 RATINGS - 1, 2, AND 3 I-1R. D CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. STEEL COLUMN MIN SIZES OF W- SHAPED A10 TUBULAR STEEL COLUMNS WHICH APPEAR IN THE AISC STEEL CONSTRUCTION MANUAL A5 SHOWN UNDER 113M 2. 2. WALLBOARD, GYP5U1* - FOR 1HR RATING, ANY 5/8 IN. OR V2 IN. 11-110K GTPSUM WALLBOARD CLASSIFIED FOR USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2145 AND 3145 RATINGS, ANT 5/3 N. oR V2 IN. THICK GYPSUM WALLBOARD CLASSIFIED FOR USE 114 OTHER 2145, 3145, OR 41415 COLUMN DESIGNS. MIN TOTAL THICKNESS OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS. RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS 2 3 IHR 214R 314E TOTAL THICKNESS (IN.) 1 - 1/2 2 -1/4 B C D 1 -1/2 2 -1/4 B C D I -1/5 1 -7/8 A B C TUBE SHAPED COLUMNS 1 1 -5/8 2 -1/2 B C D 5/8 I -5/8 2 -1/2 A C D APPLIED IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. !BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINT5, SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. 2A. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 21 RATING, 1 - 1/2 IN. TOTAL TNIUCNESS, INSTALLED IN ACCORDANCE 141TH CORNER DETAIL 5. FOR 314R RATING, 2 - 1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINTS. UNITED STATES GTF'SUM CO. - ULTRA000E OR TYPE 15 - 53. 5. STEEL STUD 1 - 5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/16 IN LEGS HAVING A i/4 IN, FOLDED FLANGE, FABRICATED PROM NO, 25 MSG GALV STEEL. LENGTH TO BE I/2 IN. LESS THAN THE ASSEMBLY H51514T. 4. CORNER BEADS - NO. 28 MSG GALV 5TEEL, 1 - 1/2 IN. LEGS TO 55 ATTACHED TO THE WALLBOARD WITH N0. 6 8Y 1 . RW5 12 IN. OC MAX 5. TIE WIRE - N 5C 18 5 STEEL SPACED WIRE SP ACED 2 4 IN. OC USED WITH SECOND LAYER OF WALLBOARD. 6. SCREWS - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO 135 N0. 6 BY I IN. (OR 1 -1/4 IN. FOR 3/4 IN THICK WALLBOARD) PHILLIPS HEAD SELF- DRILLING, SELF- TAPPING DOUBLE LEAD 5CREW5 SPACED 24 IN. OC FOR ATTACHING 5500N0 LATER OF WALLBOARD TO STEEL STUDS AND FOURTH LATER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO BE N0. 3. BY 1 - 3/4 IN. (OR 2 - 1/4 IN, FOR 3/4 IN, THICK WALLBOARD) STEEL SCREWS OF THE SAME TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LATER OF WALLBOARD TO STEEL 5TU05 TO BE N0. 8 BY 2 -V4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. CC. 7, FINISHING SYSTEM - (NOT SHOWN) - .JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNE55 OF 1 /16 IN. Cy ' U.L. DETAIL #X528 N .T.S . 1, 2 AND 3HR RATED COLUMN WRAP DESIGN NO. U465 NONBEARING WALL RATING - IHR. I. FLOOR AND CEILING RUNNERS -(1407 5HoWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, FORMED FROM N0. 25 1155 (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 114. O.C. MAX. IA. AS AN ALTERNATE TO TT1T1 1 CEILING RUNNER* MSG MIN GALV STEEL WIDTH TO ACCOMODATE 5TUD, WITH 3 OR 4 IN. LEGS 0555E1 AT MIDPOINT 5/3 IN. TO ACCOMO0ATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. 0.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4' IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/3 IN. WIDE (MIN), I-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMEn FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS+- (OPTIONAL)- MINERAL WOOD oR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (EZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. .4. WALLBOARD GYP5UM* I1. THICK, 4 5T. WIDE, ATTACHED TO 5TEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS OR1ENTED VERTICALLY AND STAGGERED ON OPPOSITE 51DE5 OF 745 ASSEMBLY. 1414514 ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE 154-0. CANADIAN GYPSUM CO, LTD - TYPES C, SOX, SHX, 14RX, CONTINENTAL GYPSUM COMPANY - TYPE CG - C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. GEORGIA-PACIFIC CORD„ GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -C. NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPE F3K -G, F5W-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR 145 PASCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYP51M CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE 3G TEMPLE - INLAND FORE51 PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYP5UM 00. - TYPE AR, 0, 15-X2, SE;‹, 511X, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTRCC FIREEOARD. 4A WALLBOARD, GYPSUM AN ALTERNATE TO 11511 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED A5 DESCRIBED IN ITEM 4 WITH SCREW L174711 INCREASED TO I -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN THICK INSTALLED As *E50RI5E0 IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 145X. .101141 TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND 5CRE4 HEAPS; PAPER TAPS, 2 114. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PATER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD_ JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 31.1OWN) RESILIENT 25 M5G GALV 5TEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 114. CC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W111-1 V2 IN. LONG TYPE 5-12 PAN -HEAD 5TEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1HR RATED TENANT SEPERATION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER ti 9 m ti 0 co 0 0 SHEET ti 0 1- 0 0 2 M Z 4 6 Z 7087 \ RE,,..11SIERED ARCHITECT WILLIAM $WARD ABBOT ST .. 1NGTON Vi 1 ' .?) `c 1 11060390603 Y 0 4 re e 1 0 PROTECTION MATERIAL THICKNESS ON STRUCTURAL MEMBER, IN, RESTRAINED ASSEMBLY RATING HR LNRE5TRAINED BEAM RATING HR CONCRETE TYPE BEAM WHEN DECK IS ALL FLUTED BEAM WHEN DECK IS BLEND OR ALL CELLULAR J015T ITEM A WHEN DECK 15 FLITTED CELLULAR OR BLEND JOIST ITEM IB WHEN DECK IS FLUTED CELLULAR oR BLEND I I NW 3/8,5/8 ** 1/2 +,11/16** I - 1 -1/2 1 NW 3/8,3/8 ** 1/2+,11 /163* I -9/16 - 2 1 NW 3/8,5/8** 1/2+,11/16+* 2 -1/16 - 2 2 NW 3/4 1 -3/8+ 2 -1-I6 - 2 3 NW 1 -3/16 2-1/8+ - 3 -1/4 3 I -1/2 NW 1/2 7/8* - 3 -1/4 3 2 NW 3/4 1 -3/8+ - 3 -1/4 3 3 NW I -3/16 2 -1/8+ - 3 -1/4 I I LW 3/8,5/5** 1/2 +,11 /I6 ** 1 -I/8 - 1 -1/2 1 LW 3/8,5/8$* 1 /2 +,11 /6 ** 1 -3/4 - 2 1 LW 3/8,5/8 ** 1 /2+,11 / 64* 2 -1/4 - 2 2 LW 1 I -3/8+ 2-1/4 - 2 3 LW I -9/16+ 2-1/8+ - 3 -1 /4 3 I -1/2 LW II/16 7/8* - 3 -1/4 3 2 LW 1+ I -3/B+ - 3 -1/4 REFER TO DETAILS AND WALL SCHEDULES IN THIS SET FOR WALL FRAMING SIZE AND SPACING. STUD SIZE AND SPACING INDICATED IN THESE DETAILS IS PER U.L. AND MAY NOT BE ADEQUATE PER STRUCTURAL REQUIREMENTS. DESIGN NO. X827 RATINGS — 1, 1 -1/2, 2, 3 AND 4 HR. 1. STED. PIPE 03 TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAMETER (ID) RANGING FROM A MINIMUM OF 3 IN To A MNGMUM of 32 IN, WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL 50UAR9 OR RECTANGULAR TUBE (5T) WITH OUTSIDE WALL DIMEN51CM5 RANGING FROM MINIMUM 3 N. TO A MAXIMUM OF 36 IN. AND A MINIMUM WALL THICKNESS OF 3/16 IN. THE A/P RATIO OF THE STEEL PIPE OR TUBE (5EE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - APPLIED 0Y SPRAYING WITH WATER IN ONE OR MORE 1JNTAMPED COATS AT THE THICKNESS 5HOY41 IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 13 OFTl*NAL, MIN AVG UNTAMPED DENSITY ' , 13 PCF WITH 11111 1140 UNTAMPED DENSITY OF 11 PCF FOR TYPE D -C/F OR 11. MIN AVG UNTAMPED DENSITY 15 14 PCF WITH MIN IND UNTAMPED DENSITY OF a POF FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND W PCP, RESPECTIVELY, FOR TYPE HP, TAMPING I5 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DE5IGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) THE THICKNESS OF SPRAYED FOR RATINGS OF I, 1 -1M, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAY SE DETERMINED SY THE EQUATION. R - 0.33 1.1- 3.58 (A/P) WHERE. R IS THE HOUR RATING (HRS.) H 15 THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN_ A 15 THE CROSS SECTIONAL AREA (50 IN.) P 15 THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY. T(D -T) A/P. D WHERE. D 15 1145 OUTER DIAMETER OF T11E PIPE (¢N,) T 15 THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE 15 DETERMINED BY, T(A +B-2T) A/P- A+0 WHERE: A 15 THE OUTER WIDTH OF THE TUBE (1N.) B LS THE OUTER LENGTH OF THE TITRE (IN.) T LS THE WALL THICKNESS OF T148 TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, TH. .IINIMUM THICKNESS OF SPRAY-APPLIED FIRE RESISTIVE MATERAL5 REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY DE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM T14lCKNE55 COLUMN 513E A/P IH I -1/214 214 314 414 5P 3X0.108 0.18 1 I -3/4 2 -9/16 - ST 33333.183 0.16 1 1 -3/4 2-9/16 - 5P 4X0.237 0.22 13/16 1 -7/16 2-3/16 3-3/5 5T 434X0.188 0.18 1 1-9/16 2 -3/16 5T +114110375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X240.5 0.49 3/8 7/16 11/16 1-1/5 1 -5/5 CIL GROUP LTD. - TYPE P-C/F OR TYPE 11. INVESTIGATED FOR EXTERIOR USE. TYPE ETBS OR TYPE X ADHESIVE/SEALER 15 OPTIONAL ISOLATEK PNTERNATIONAL -TYPE 1, HP, D-CA OR IL TYPE D -C/F, HP, OR 11 INVESTIGATED FOR EXTERIOR USE. TYPE EDS 03 TYPE X *+DI-E51VE/SEALER IS OPTIONAL * BEARING THE UL CLASSIFICATION MARKING U.L. DETAIL #X827 N.T.S. DESIGN NO. U411 NONBEARING WALL RATING — 2HR. U.L. DETAIL #U411 N.T.5. 1, FLOOR AND CEILING RUNNER - (NOT 5HOWN) - 25 MSG (MIN GA 5TEEL. 1 N. HIGH, RETURN LEGS 2 -1/2 114. WIDE (MW) ATTACHED TO FLOOR AND CEILING WITH FASTE ERS 24 IN O.C. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 115G MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMoDATE ( *HALL GAPPING THIGKNE35, ATTACHED TO CEILING *11114 FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL. STUDS - 2 -I/2 IN. WIPE (MIN), 1 -1/4 IN. LEGS, 3/3 IN. RETURN FORMED OF 25 MSG (11)4) GALV STEEL MAX STUD SPACING 24 IN CC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND 3LANKE1 OPTIONAL)- MINERAL WOOL OR GLA55 FIBER BATTS PARTIALLT OR coMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT To WALLBOARD SASE LAYER WITH A MIN 16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EAC41 PIECE AND A STAPLE AT EACH CORNER APPROX 3 IN. FRO EDGES, SEE BATT5 AND BLANKETS ((BZJZ)) CATEGORY FOR NAMES OF MANUFACTURERS, 4. WALLBOARD, GYPSUM* (W1TOHNA1 5/8 IN. THICK, CUTER LAYER PAPER OR VINYL SURFACED, (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1114. LONG TYPE 5 WTEEL S •RE1 SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN, O.C. IN TEN FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS Qf COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.G. JOINTS OF LAMINATED OUTER LATER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 - 5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED Y2 IN. O.C. OPTIONAL (DIRECT ATTACHED SYSTEM), NNER LAYER ATTACHED TO STUDS WITH IIN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN, O,C. IN THE FIEL AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE 51U1D5 OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND AIANG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF SCREW ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS, .1DINT5 OF OUTER LATER MAY BE TAPED OR UNTAPED, 1O1 3/32 IN. THICK GYPSUM VENEER PLASTER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED, BOREAL GYPSUM INC. - TYPE 13G-c DODGE PDG2 OR DON1. CANADIAN GYPSUM CO LTD - TYPES C, 564, 514X, WRX, CELOTEX CORP. - TYI 1 OR FRP CONTINENTAL GYPSUM COMPANY - TYPE CG -3, CG -3 OR GG -c, DOMTTAR GTP5U11 INC. - TYPE 4 5, q, OR C, EAGLE - GYPSUM PRoDUc1s - TYPE Es-c oR EGX -I1. GEORGIA- PACIFIC CORP. - TYPE DGG, GPFS --3, GPFS -6 oR GPF5 - C. JAMES HAROIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE F5W F514 NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TY FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3 PG-5, PG-9 OR PG-C. REPUBLIC GYPSUM CO. - TYPE STANDARD GYPSUM CORP., - TYPE SGC SG OR SGC TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE T TP - 5, VPB -TYPE T. UNITED STATES GYPSUM TYPE AR, C, FCV, IF IP -X2, 55X, 54-0X, WRC, WRX CAR W5X. WESTROC INDUSTRIES LTD, - TYPE WESTRCC FIREBOARD. 4A. WALLBOARD GYPSUM* -(A5 AN ALTERNATE TO ITEM 4) - RCM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH I - 1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2 -I /A IN. LONG TYPE 2 SCREWS FOR OUTER LATER. UNITED STATES GYPSUM CO. - TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. DESIGN NO. X821 RATINGS — 3/4, 1, I -1/2, 2 AND 3 I-1R. TYPICAL 1 U.L. DETAIL #X821 N.T.S. OMITTED TYPICAL 14114X233 IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED ST SPRAYING WITH WATER IN GIVE UNTAMPED COAT TO STEEL SURFACES WHICH ARE FREE OF DIRT, OHL OR SCALE. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAIIPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCP FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES CF 72 AND 19 PCF, RESPECTIVELY, FOR TYPE HP, TAMPING 15 OPTIONAL, FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATIONSECTION, PRECEDING THESE DESIGNS. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME I) RATING HR MIN. THICKNESS -IN. 3 33/5 2 1 9/16 1 1/2 I I/8 !'116. 3/4 5/8 ISOATEX NTERNATIONAL -TYPE 1, FP, D-CIF OR II. TYPE D-C/F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. 2. STEEL COLUMN - MIN SIZE OF COLUMN, 146X16, WITH OUTSIDE DIMENSION OF 6 -14 BY 4 IN., WITH A FLANGE THICKNES5 OF 3/3 IN., A WE13 THICKNE55 OF 1/4 IN. AND A CROS° 5ECTIONAL AREA OF 4.72 5O N. BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. WL1001 NO. F RATINGS -1 FORMERLY 2, 3, AND R (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 MR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400'F -LESS TI-IAN 1 CFM /SQ FT. //, 0 H E m I. WALL ASSEMBLY- THE I, 2, 3, OR 4 FUR FIRE-RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN WE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY A110 SHALL INCLUDE 114E FOLLOWING CONSTRUCTION FEATURES- A, 5TUDS - 144LL FRAMING MAY CONSIST OF EITHER 14000 STUDS (MAX 2HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 M. D.C. WITH NOM 2 BY 4 114. LUMBER END PLATES AND CRO55 BRACES. STEEL STUDS TO SE MIN 3-5/5 IN, WIDE BY 1 -3/8' IN DEEP CHANNELS SPACED MAX 24 IN. OC, F * - i SOLI B. WALLBOARD GYPSUM 1a.+�1 1/2 /B IN IC WIDE W TCH ARE OR TAPERED E5. 711E GYPSUM WALLBOARD TYPE, THICKNESS, NU OF LAYERS, FASTENER TYPE AND sHEET ORIENTATION SHAW. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 13-1/2 IN. 2, PIPE OR CONDUIT -NOM 12 IN. DIA11 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRE sIIRE PIPE, NOM 6 114. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAN (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 114. DIAM (OR SMALLER) TYPE 1. OR (OR HEAVIER ) COPPER TUBING CR NOM I I N DIA FLEXIBLE STEEL CONDUIT. WHEN COP I NG R (OR SMALLER) PER E P P I5 USED, MAX F RATING OF FIRESTOP SYSTEM (1TEM 3) I5 214R. STEEL PIPES OR CONDUITS LARGER THAN 14011 4 IN DIAI1 MAY ONLY 05 USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT I5 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIPLT SUPPORTED CN BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL$- CAULK -CAULK FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY CN 5011H 910E5 OF WALL ASSEMBLY. THE I1cl1RLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN 114IC14 IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP 5Y5T1 15 DEPENDENT UPON THE TYPE OR SITE OF 1143 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL A55BMSLY IN WHICH IT 15 INSTALLED, AS TABULATED 3514: MAX PIPE CR CONDUIT PIAM, IN 4 4 6 I2 ANNULAR SPACE, !N. 0 TO 3/5 1/4 TO 1/2 0 TO 1/4 0 TO I -1/2# 1/4 TO V2 3/6 TO 3/8 RATING, 1 OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 1012 2 T RATING, 1N&. 0 +, I OR 2 3 0R4 0 0 0 0 + WHEN COPPER PIPE 15 USED, T RATING 15 04R. # 0 10 I -I/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 143+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD 15 5/8 IN. FOR IHR RATED WALLS AND 1 -1/4 IN. FOR 2NR RATED WALLS. MINNESOTA MINING 4 MFG. CO. - CP 2514B+, *BEARING THE UL CLASSIFICATION MARKING. 5 U.L. DETAIL #WL1001 N.T.S. DESIGN NO. D902 RESTRAINED ASSEMBLY RATINGS -1, 1 -1/2, 2 AND 3 HR. UNRESTRAINED ASSEMBLY RATINGS -0, 1, 1 -1/2, 2 OR 3 HR. (SEE ITEMS 4 4 6) UNRESTRAINED BEAM RATINGS -1, I -1/2, 2 AND 3 HR. —B SEE ITEM 6 U.L. DETAIL #D902 N.T.S. SECTION A—A SECTION 5 - , 1. 5EAM -- 145X28, MIN SIZE. IA. STEEL JOISTS -- --(NOT 514014N) -A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT Of PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 5.J.I. SPECIFICATIONS FOR A MAX DE51GN 5TRE55 OF 30 K51. T140 TOP CHORDS SHALL CON515T OF TWO ANGLES MEASURING I -1/4 BY 1 -1/4 BY 0:127 IN. THICK, BOTTOM CHORDS SHALL CONSIST OF TWD ROUND BARS MEASURING 0.566 IN, IN D1AM, BEARING PLATES EHALL CONSIST of TWO ANGLES MEASURING I BY 2 BT 0.100 IN. THICK AND 5 -1,16 IN. L0149. WEB MEMBERS SHALL CONSIST OF 0.565 IN, DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN AND 4.9 LB/FT, RESPECTIVELY, I. STEEL JOISTS -(NOT 5110114)-AS AN ALTERNATE TO ITEM I- COMPOSITE DR NONCOMPOSITE AND WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED CR PROVIDED 1.41114 A SHOP COAT OF PAINT. DESIGNED PER S.J.T. SPECIFICATIONS FOR A MAX DESIGN 5TRE55 of 30,000 PSI. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING 1 -1/2 3Y 1 -1/2 131 0.156 IN. THICK. BOTTOM CHORDS 51 4ALL CONSIST OF TWO ROUND BARS MEASURING 0.675 IN. IN DIAN. BEARING PLATES SHALL CONSIST OF 1140 ANGLES MEASURING 2 BY 2 BY 0,142 IN. THICK AND SHALL BE MIN 4 -13/16 IN LONG. THE SECOND WEB MEMBER AT EACH END SHALL CONSIST OF 0, 654 IN 01A11 RDUNO 5AR. ALL REMAINING WEB MEMBERS, INCLUDING THE END 14E3 MEMBERS, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER S.J.I. SPECIFICATIONS 15 REQUIRED WHEN NONCOMPOSITE JOISTS ARE USED. IC, STEEL JOISTS- -(NOT 91 - A5 AN ALTERNATE TO ITEM I COMPOSITE OR NONCOMPOSITE, WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED OR PROVIDED WITH A SHOP COAT of PAINT. DESIGNED PER 5.1.1. SPECIFICATIONS FOR A MAX DESIGN STRESS OF 30,000 P51. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-1/2 3Y 1 -112 BY 0.156 IN. 1141CK. BOTTOM CHORD SHALL CONSIST OF TWO ROUND BARS MEASURING 0475 IN. IN DIA11. THE SECOND WEB 11EMHER AT EACH END SHALL CONSIST OF 0.634 IN. DIAM ROUND EAR. ALL REMAINING WEB MEMBERS, INCLUDING 1H5 E40 WE3 MEM1ER5, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER 5.11. SPECIFICATIONS 15 REQUIRED 1N11EN NONCOMPOSITE JOISTS ARE USED. ID, STEEL JOISTS- -(NOT SHOWN) - A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT OF PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 3.1.1. SPECIPICATION5 FOR A MAX DESIGN STRESS OF 30 K51. THE TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-I/4 5Y I -I/4 BY 0,127 IN. THICK. BOTTOM CHORDS SHALL CONSIST OF T140 ROUND BARS MEASURING 0,566 IN, IN DIAM. SEARING PLATES SHALL CONSIST OF T140 ANGLES MEASURING I -1/2 BY 2 BY 0.183 IN. THICK AND 5 -1/16 IN. LONG. WEB MEMBERS SHALL CONSIST OF 0.565 IN. DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN, AND 4.9 LB/PT RESPECTIVELY. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE OR SILICEOUS AGGREGATE, 3500 P3) COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE OR SLATE AGGREGATE BY ROTARY -KILN METHOD OR EXPANDED CLAY AGGREGATE BY ROTARY - Mg OR sINTEREP -GRATE METHOD, 3000 P51 COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PER CENT ENTRAINED AIR. *WITH 2 AND 3 IN. DEEP STEEL FLOOR UNITS ONLY. 3. WELDED WIRE FABRIC - -6X6 10 /105145. 4. STEEL FLOOR AND FORM UN TS* - COMPOSITE 1 - 112, 1 - 5/8 , 2 OR 3 IN. DEEP GALS UNITS OR 4 -1/2 IN. DEEP NON- COMPOSITE GALS UNITS. FLUTED UNITS MAY 8E PH09/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNIT5 MAT 35 USED: (I) ALL 24, 26, 28 OR 36 IN, WIDE CELLULAR OR PARTIAL CELLULAR. (2) ALL ELUTED. (3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 13/18 15G MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN, Wipe CELLULAR OR PARTIAL CELLULAR. (5) CORRUGATED, NOM 1 -5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. POR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KS*. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 1451. BHP LYSAGHIT- TAIWAN LTD. -24 IN. WIDE TYPE 21424; 36 IN. WIDE TYPES 21436, 31436. BHP STEEL BUILDING PRODUCTS USA INC, -24 IN. WIDE TYPES 21424, 21'4F24, 31424, 314F24, B, BF -24, BR, EMT), BRMOD, N, NF; 30 IN. WIDE TYPE 0 -30, BF -30, BR; 36 IN. WIDE TYPES 21436, 214F36, 31436, 314E36, 13-36; 24 OR 30 IN. WIDE TYPES ASG2, ASC3. BOWMAN METAL DECK/WHEELING CORRUGATING CO. DIV OF WHEELINGPITTSSURGH 5TEEL CORP. -30 IN. WIDE TYPES I -I/2 IN. V -GRIP, 1 - 112 IN. RV -GRIP, 2 IN, VW; 24 IN, WIDE TYPES 1 -1/2 IN. VW4, 3 IN. VW3, I -1/2 IN. V1.13, I -1/2 IN. V142, 212V142 141REWAY, 312VW2WIRElWAY, 203V14- 14IREWAY, 258V14- WIREWAY; 24 OR 32 IN. WIDE TYPES 205V -SNIP, 253V -GRIP; 24 OR. 36 IN. WIDE TYPES 212V-GRIP, 312V -GRIP; 36 IN. WIDE TYPES 212V143- 14IREWAY, 3124143- 14IREWAY. COMPONENTS FOR FIELD - ASSEMBLED CELLULAR METAL RACEWAY UNITS RACEWAY BOTTOM -24 05 36 IN. WIDE TYPES 212V5, 3121/5; 24 OR 36 IN. WIDE TYPES 203V5, 258V5. RACEWAY COVER PLATE - -TYPES CP - 12, CP RACEWAY DIVIDER -TYPES PC-20, DC-25. RACEWAY ISOLATION TROUGH -TYPES T -20, T -25, T -30. CONSOLIDATED SYSTEMS, INC. - 24 IN. WIDE TYPES CFID-2, CFD -3; 24, 30 OR 36 IN. WIDE TYPE CFD-1,51 24 OR 36 IN. WIDE TYPES MAC -LOK 2, MAC -LCK 3; 2.4 94. WIDE TYPES 82C, 32FC, NC, NFC; 30 IN. WIDE, TYPE BBC; 12 IN. WIDE MAC -WAY CELLULAR 45 M*W, 2 -633 MTWA, 3 - 633 MTWA+. 30 IN. WIDE, MAC - CCR TYPE5 I AND 2 DECK W557, INC. -36 IN. WIDE TYPE 0 -D14, INVERTED B -DUG, BA -DH, INVERTED 8A -DUG, 2 -DUG OR 3 -D14. SIDE JOINTS OF TYPE 2 AND 3-014 MAY BE FASTENED TWETHER WITH MIN I IN. LANG N0. 12 X 14 SELF - DRILLING, SELF- TAPPING 5TEEL SCREWS 36 IN. CC. EPIC METALS CORP. -24 IN. WIDE TYPES ECI50, ECI50 INVERTED, 5C300, FC366, FCPI50, EcP300, ECP366, EPICORE A; 30 IN. WIDE TYPES EC8150, EC3R150; 36 IN. WIDE TYPES EC156, EC266, EcP266. GEN5 METALS INC. -12 OR 24 IN. WIDE TYPES LF2, LF3, ROBERTSON, H. H. -QL TYPES, 24 IN. WIDE, 3 OR 3 INVERTED, UKK, 21 OR 21 INVERTED, 2 IN. 99, 121, AKX, NKK, TKX; 24 OR 30 IN. WIDE 5IO4, GIC(14, GKK -A; 36 IN. WIDE 2 IN. 99, AKX, WKX; 12 IN. WIDE NKC, TKC; 12 IN. WIDE NON - COMPOSITE SEC 12. 31DE JOINTS OF q9, 121, TKC, TKK, WKX MAY 55 WELpa) TWETHER 60 IN. cc. SIDE JOINTS OF 99, AKK, WKK, GKK, GKX -A, TKX MAY BE FASTENED TOGETHER WITH MIN 1 IN. LONG N0. 12X14 SELF- DRILLING, SELF- TAPPING STEEL SCREWS 36 IN. CC. ROOF DECK, INC. -36 IN. WIDE TYPE5 LOK- I -I /2, IRK- 1 -1 /2R; 24 IN. WIDE TYPES LOK -2, LOK - 3. TOMAN BUILDING COMPONENTS INC. -24, 30 OR 36 IN. WIDE TYPES LXR - B, LXR -B INVERTED; 24 OR 36 IN. WIDE TYPE LXR -314; 36 IN. WIDE TYPE LXR -214. UNITED STEEL DECK, INC. -12 OR 24 IN, WIDE, TYPES I - I/2, 2, OR 3 IN. LOK -FLOOR AND LOK -FLOOR CELL; 24, 30 OR 36 IN. 1410E, TYPE 1 -1/2 IN. ES-1.0K AND B -LOT. CELL; 24 W. WIDE, TYPES N -LOK AND N -LOK CELL. VERCO MFG., INC.--- FORMLOK TYPES, 24 OR 36 IN, WIDE, W2 AND 143; 24 OR 36 IN. WIDE, 0, BR; 24 IN. WIDE, N; 30 IN. 3, BR; 12 IN. WIDE 142 OR 143 UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE W2 OR 143, RESPECTIVELY. VW-CRAFT, DIV. OF NUCOR CORP. -24, 30 OR 36 IN. WIDE, TYPE 1.5 VL, 1,5VLI, .5VLP1 24 OR 36 IN. WIDE, TYPES 2VLI, 3VLI, 2VLP, 3VLP. WALKER 315TET15 INC. -24 IN, NIDE, TYPES 2 OR 3 IN, WDR; HI -BOND TYPES, 24 IN. WIDE, B, BF, ER, I 5/8NF, 1 - 5/8NFSUB5, 9, 5R, 3N, 3NF, 31 16, 30, 31 OR 32 IN. WIDE 2V, 2VSUBV, 3V, 3VSUEV; 16, 18, 20 OR 22 IN. WIDE 3N.51J132FSIJBMM AND 24 IN. WIDE 3N5UBLFSUBM ONLY IN BLEND 141114 ONE OR MORE BV UNITS. WHEELING CORRUGATING CO., DIV OF WHEELING-PITTSBURGH STEEL CORP. -30 IN. WIDE TYPES SE- 316LF, -150, -150N, - 150NR, -ISQR; 24 IN. WIDE TYPE 5B - 200, -300, 93 316LF, - 133LF, P2ILF, -P31LF OR - P35LF; 12 IN. WIDE TYPE 50 -P2ILF OR 58-P3ILF; 35 11 WIDE TYPES 50- 816LF, - F2ILF, - P3ILF, LOCK FORM TYPE, 24, 30 OR 36 IN. WIDE TYPES 016LF, 5161-ENV; 24 IN. WIDE TYPES P34LF, P3ALFNV; 12, 24 OR 36 IN. WIDE TYPES C2OLF, C30LF, C3ILF, P20LF, P30LF, P3ILF; 30 114. WIDE TYPES TBI25 AND TB200, UNITS MAT 8E PHOS/PTD. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. CC FOR 12, 24, 36 114, 1112E 01115, FOUR WELDS PER SHEET FOR 30 IN. WIPE UNITS. 6 IN. CC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNI F55 SPECIFIED OTHERWISE FOR SPECIFIC UNITS TYPES, ADJACENT UNITS BUTTON- PUNCHED OR WELDED TOGETHER 36 IN, OC ALONG SIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. CC MAX. +12 IN. WIDE, I -1/2 IN DBE? ■1AC -WAY UNITS MAY BE BLENDED 141114 24 IN. WIDE 82C OR 30 IN WIDE 03C UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNIT5. 12 IN. WIDE, 2 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE MAC -LOCK UNITS IN A BLEND OF CONE CELL TO ONE OR MORE FLUTED UNITS. 12 114. NIDE, 3 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN, WIDE MAC -LOCK 3 UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNITS. THE SIDE EDGE OF THE FLUTED UNITS I5 PLACED ON THE TOP OF THE SIDE EDGE OF THE MAC UNIT AND 1145 TWO ARE WELDED TOGETHER WITH WELDING WASHERS SPACED A MAX. OF 52 IN. CC FOR MAC -LOCK 2 OR 3 UNITS AND A MAX OF, 24 IN. OC FOR THE 82C OR 53C UNITS. ALTERNATE CONs1R1JC71GN -- NONCOMPOSITE UNITS OF THE SAME TYPE LISTED ABOVE MAY BE USED PROVIDED ALLOWABLE LOADING 15 CALCULATED ON THE BASIS OF NONCOMPOSITE DESIGN. THROUGH © THE UNRE5TRA1NED ASSEMBLY RATING 15 EQUAL TO TH5 UNRESTRAINED BEAM RATING (SEE ITEM 6) FOR A MAX 3 HR AND 15 LIMITED TO THE FOLLOWING UNITS AND LIMITATICN5: (A) I -1/2, 2 AND 3 114, DEEP, 24 IN. WIDE, 22 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN7, BN, (5) 1-1/2, 2 FT AND I 3 IN. DEEP, 24 IN. WIDE, 20 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN 8 FT, 8 IN, (C) 1 - 1/2 AND 2 IN. DEEP, 24 IN. WIDE, 16 MSG OR THICKER FLUTED AND 18/13 115G OR THICKER CELLULAR WITH CLEAR SPANS NOT MORE THAN R FT, 11 IN. (0) 3 IN. DEEP, 36 IN. WIPE, 18 MSG OR THICKER FLUTED AND 24 IN. WIDE, 20/18 MSG OR THICKER CELLULAR 141T11 CLEAR 5PAN5 NOT MORE THAN 13 FT, 2 IN. FOR ASSEMBLIES UTILIZING 3 - 1/4 IN. LIGHTWEIGHT CONCRETE TOPPING W1TN A MAX RESTRAINED ASSEMBLY RATING OF 2 HR, THE UNRESTRAINED ASSEMBLY RATING 15 EQUAL TO THE UNRESTRAINED BEAM INATING (SEE ITEM 6) AND 15 LIMITED TO THE FOLLOWING FLOOR UNITS AND 5PAN5: (A) 1 -1/2, 2 AND 3 114. DEEP, 24 CR 36 IN. WIDE, 22 MSG FLUTED AND 20/20 MEG CF. 1 1 *LAR WITH CLEAR 5PAN5 140T MORE THAN 9 FT, 6 W. (5) (B) 2 AND 3 IN. DEEP, 24 CR 36 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 10 FT, 0 IN. (C) 3 IN_ DE5P, 24 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 13 FT, 2 IN. 5. JOINT COVER-(USE WITH FLUTER UNITS OPTIONAL -NOT 51401414) -2 IN. WIPE CLOTH ADHESIVE TAPE APPLIED FOLLOWING THE CONTOUR OF THE UNIT5, 6A. SPRAT- APPLIED FIRE RESISTIVE MATERIALS$- APPLIED BY SPRAYING WITH WATER, 111 ONE COAT TO A FINAL THICKNESS AS 5H0✓JN ABOVE AND 114 TABLE 511.OW TO STEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED IS BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE 10P FLANGE OF 1145 51551. SEAM SHALL BE FILLED. WHEN FLUTED STEEL DECK IS USED AND THE 5TEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE 5TEEL BEAM SHALL BE PLUGGED. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAMPED DENSITY 15 13 PCF W1114 MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES I, II, OR PC/F. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF, RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL, FOR METHOD OF 0EN311 T DETERMINATION, REFER TO DESIGN INFORMATION SECTION, THE T111CKNE55 OF THE SPRAY - APPLIED FIRE RESISTIVE MATERIALS ON 7H5 STRUCTURAL MEMBERS (ITEM I, IA, OR 10) SHALL BE AS FOLLOWS, 54 11415 THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED WER 3 IN, LIGHTWEIGHT CONCRETE TOPPING, * MAT BE REDUCED TO 3/4 IN. FOR THE I -1/2 HR UNRESTRAINED BEAM RATING WHEN THE MATERIAL 15 SPRAYED 2 IN, 5E1010 THE 55AMS'5 TOP FLANGE AND N0 REDUCTION IN THICKNESS IS MADE AT 714E TIPS OF THE BOTTOM FLANGE. + THICKNESS OF SPRAY-APPLIED PIKE RE515TIVE MATERIALS MAY BE REDUCED TO ONE HALF OF 71115 THIG01E55 ON THE LOWER FLANGE TIPS OF THE STEEL BEAM. CIL GROUP LTD. -TYPE D -C/F OR TYPE II. TYPE EB5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. ISOLATEK INTERNATIONAL -TYPE P -C/F, H P OR I, TYPE II, TYPE EH5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. 6B. SPRAY- APPLIED FIRE RESISTIVE MATERIALS *-ALTERNATE TO ITEM HA. 5E5 TABLE BELOW FOR APPROPRIATE THICKNESSES. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED I5 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED STEEL PECK 15 0550 AND THE STEEL BEAM 13 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM 514ALL BE PLUGGED. PREPARED BY MIXING WITH WATER AND SPRAY APPLIED IN ONE OR MORE COATS TO 5EAM SURFACES W41C1 MUST 135 CLEAN AND FREE OF DIRT, LOO5E SCALE AND OIL. MIN AVERAGE DENSITY OF 17.5 PCF WITH MIN INDIVIDUAL VALUE OF 17,0 PCF. FOR MET400 OF DENSITY DETERMINATION, SEE DESIGN INFORMATION 55011014, SPRAYED MATERIAL. * 114I5 THICKNESS APPLIES WHEN OPTIONAL 11E115 12, 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 280. ISOLATEK INTERNATIONAL -TYPE 280. 6C. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - ALTERNATE TO ITEM 6A OR 68. APPLIED BY MIXING WITH WATER ACCORDING, TO INSTRUCTIONS ON EACH BAG OF MATERIAL. MIXTURE CAN BE SPRAY OR TROWEL APPLIED IN ONE 0R MORE COATS. 714E THICKNE55 OF THE MIXTURE 15 DEPENDENT ON THE TYPE OF FLOOR UNIT. SEE TABLE BELOW FOR APPROPRIATE THICKNE55. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THIGONE55 5E1 -ECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHAW_ BE FILLED. WHEN FLUTED STEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNE55E5 APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND 145 TOP FLANGE OF 145 STEEL BEAM SHALL BE PLUGGED. THE STEEL SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL, MINIMUM AVERAGE DENSITY OF 38 PCF AND MINIMUM INDIVIDUAL DENSITY OF 35 PCF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION sEGTION, SPRAYED MATERIAL. 5 THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE U5EP OVER 3 -1/4 IN LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 800. INVESTIGATED FOR EXTERIOR USE. ISOLATEK INTERNATIONAL - -TYPE 800. INVESTIGATED FOR EXTERIOR USE. 6D, SPRAY APPLIW FIRE RE515TIVE MATERIALS* -- ALTERNATE TO ITEMS 6A, 6B OR 60. APPLIED BY MIXING WITH WATER IN ACCORDANCE WITH INSTRUCTIONS ON EACH BAG A140 APPLIED IN ONE OR MORE COATS TO A FINAL THICKNESS AS SHOWN IN TABLE 85-01 TO 5TEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THICKNESS SELECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED 5TEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL 135 PLUGGED. MIN AVERAGE AND MIN INDIVIDUAL DENSITY 15 19 AND I7 PCF, RESPECTIVELY, FoR TYPES 300 AND 5E1. MIN AVERAGE AND MIN INDIVIDUAL DENSITY OF 25 AND 22 PCF, RESPECTIVELY, FOR TYPE 400. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION. THE THICKNESS OF THE MATERIAL ON TH5 STRUCTURAL M5*ISSJR.5 (ITEM 1, IC, OR 10) SHALL BE AS FOLLOWS: THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 300. ISOLATEK INTERNATIONAL—TYPE 300, TYPE 400 OR TYPE 35. 7. SHEAR CONNECTOR STUDS- OPTIONAL--STUDS, 3/4 IN. DIAM BT 3 IN. LONG, FOR 1 -1/2 IN. DEEP FORM UNITS TO 5 -1 /4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF 714E BEAM THROUGH THE STEEL FORI1 UNIT5. 3. LATH HANGER -(NOT 5110WN) -GALS 5TEEL 6 914G MIN DAM SPACED 27 IN. 0. C.. 9. CLIPS -(NOT SHOWN)-N0. 24 MSG SPRING STEEL PUSHED ON TO TOP AND BOTTOM FLANGES OF BEAM SPACED 6 IN. 0. C. MAX. 10. METAL LATH -(NOT 514011N) -3/8 IN. DIAMOND ME5H OR RIB LATH, 3,4 L85 PER SO YD EXPANDED 5TEEL ATTACHED TO BEAM WITH CLIPS SPACED 6 114. 0. C, MAX; OR TIED TO LATH HANGERS WITH 18 5WG GALS STEEL WIRE SPACED 6 IN. P.C. MAX. 11. ELECTRICAL INSERTS-(NOT 31401N) CLASSIFIED A5 'OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE',* (I) RACEWAY COMPONENTS, INC, (RESTRAINED ASSEMBLY RATING 15 2 HR OR L555 WITH TYPES FA250, -300, -400 OR -450 AFTER SET INSERTS.) AA 551 INSERT MAY BE INSTALLED 014 ANY I -1/2, 2 OR 3 IN. DEEP CELLULAR FLOOR UNITS SPECIFIED UNDER ITEM 3, EXCEPT 12 IN, WIDE UNITS WITH CELL WIDTH EXCEEDING 7 -1/4 IN. SPACING SHAD- 5E NO MORE THAN ONE INSERT IN EACH 20 50 FT OF FLOOR AREA IN EACH SPAN WITH INSERTS SPACED NO CLOSER THAN 24 IN. 0.0. MAX RACEWAY COMPONENTS, INC. -TYPES FA250, -300, -400 OR - 450 AFTER 5ET ELECTRICAL INSERT WITH SUFFIX PP -C, P-C OR 1-0 SERVICE FITTING5. TYPE APA -375 -C FITTINGS USED FOR ABANDONMENT OF INSERT. 12. MINERAL AND FIBERBOARDS * - (OPTIONAL, NOT SHOWN). APPLIED OVER CONCRETE FLOOR WITH NO RESTRICTION ON BOARD THICKNESS. WHEN MINERAL AND FIBER BOARDS ARE USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED By A MINIMUM OF 1/2 HR. SEE MINERAL AND FIBER BOARD (CERZ) CATEGORY FOR NA11E5 05 MANUFACTURERS. 13. FOAMED PLASTIC* -(OPTIONAL, NOT SHOWN). CONSISTING OF POLTISCCYANURATE OR URETHANE ROOF INSULATIONS. APPLIED OVER CONCRETE FLOOR WITH 140 RESTRICTIONS CAN THICKNESS. LINEN POLYISOCYANURATE OR URETHANE INSULATION I5 USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED BY A MINIMUM OF I/2 HR. SEE FOAMED PLASTIC (COM) FOR LIST OF MANUFACTURERS. 14. INSULATING CONCRETE - (OPTIONAL, NOT SHOWN) - VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED AS FOLLOWS: A. VERMICULITE CONCRETE - BLEND 6 TO 8 OJ FT OF VERMICULITE /GGREGATE* TO q4 LB PORTLAND CEMENT AND AIR ENTRAINING AGENT. MIN THICKNESS OF 2 IN. AS MEASURED TO THE TOP SURFACE OF THE STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM 13) WHEN IT 15 USED. 555 VERMICULITE AGGREGATE (CM) CATEGORY FUR NAMES 0 CLASSIFIED COMPANIES. 5. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURERS SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY MIN COMPRESSIVE STRENGTH OF IRO P51 AS DETERMINED WITH A5TM C495 -66. _ CELCORE INC. -CAST DRY DE1J51TY OF 31 (+ OR - 3.0) PCF. CELTUFOAM CONCRETE SYSTEMS -CAST DRY DENSITY OF 30 (+ OR - 3.0) PCF. ELASTIZELL CORP. or AMERICA -TYPE II, WITH A CAST DR/ DENSITY OF 3q (+ OR - 3.0) PCF. LITE - CRETE 114c, DENSITY OF 29 (4 OR -) 3.0 PCF. 51PTA51 INC, - MIX HI, CA5T DRY PENSITY OF 32 (+ OR - ) 3 PCF. SIPLAST INC.-MIX 42, CAST DRY DENSITY OF 36 (+ OR - 3 PCF. C. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURE'S APPLICATION INSTRUCTIONS,, CAST DRY PEN5ITY OF 33 (+ OR -) 3 PCF AND 28 DAY COMPRESSIVE STRENGTH OF MIN 250 551 AS DETERMINED IN ACCORDANCE WITH ASTM 0495 -86. ELASTIZELL CORP. OF AMERICA 11, MIX 51 OF CAST DRY DENSITY 39 (+ OR - 3.0 PCF, MIX #2 OF CA5T DRY DENSITY 40 (+ OR -) 5.0 PCF, MIX 33 OF CAST PRY DENSITY 47 (+ OR - 3.0 PCF. SIPLAST INC, - MIX #3. D. PERLITE CONCRETE - 6 Cu FT OF PERLITE AGGREGATE* TO 94 LE OF PORTLAND CEMENT AND I-V2 PT AIR ENTRAINING AGENT. MIN THICKNESS 2 IN. AS MEASURED TO THE 70P SURFACE of STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM I5A) WHEN IT IS USED. SEE PERLITE AGGREGATE (CFFX) IN FIRE RESISTANCE DIRECTORY FOR NAMES OE CLASSIFIED COMPANIES. 15. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN)-FOR USE ONLT 141114 VERMICULITE (11511 14A) OR CELLULAR (ITEM 141) CONCRETES -RIGID POLYSTYRENE FOAMED PLASTIC INSULATION HAVING SLOTS AMID/OR HOLES SANDWICHED BETWEEN VERMICULITE CONCRETE SLURRY WHICH IS APPLIED TO THE NORMAL OR LIGHTWEIGHT CONCRETE SURFACE AND VERMICULITE CONCRETE TOPPING (ITEM 14A). MAX THICKNESS TO BE 8 IN. SEE FOAMED PLASTIC* (FRYX) CATEGORY IN BUILDING MATERIAL-5 DIRECTORY OR FOAMED PLASTIC* (CCVW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. 15A.FOAMED PLASTIC* -(NOT SHOWN) -FOR USE ONLY WITH CELLULAR OR PERLITE CONCRETE. NOMINAL 24 BY 48 BY MAX 8 IN. THICK POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS HAVING A DENSITY OF 1.0 (+ OR - 0.1) PCB, ENCAPSULATED WITHIN CONCRETE TOPPING. EACH INSULATION BOARD SHALL CONTAIN SIX NOMINAL 3 IN. DIAMETER HOLES ORIENTED IN T40 ROWS OF THREE HOLES EACH WITH 11-15 HOLE5 SPACED 12 IN. OC TRANSVERSELY AND 16 IN. OC LONGITUDINALLY. SEE FOAMED PLASTIC* (BRYX) CATEGORY IN BUILDING MATERIALS DIRECTORY OR FOAMED PLASTIC* (CCYW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIE5, 16. ROOF COVERING MATERIALS* ---(0P710NAL, NOT SHOWN) - CONSISTING OF MATERIALS COMPATIBLE WITH INSULATIONS DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE BUILT-UP ROOF COVERING MATERIALS IN BUILDING MATERIALS DIRECTORY. *BEARING THE UL CLASSIFICATION MARKING < `ate � ,•�- ,bt` `e L .+ C AW A OMITTED A 5. W-SHAPED COLUMNS MIN COLUMN SITE 144313 146x15.5 1410x4'* T5 4 BY4 BY 0.188 TS3BY8 BY 0,250 C *BEARING THE UL CLASSIFICATION MARKING. L. DETAIL #U465 N.T.S. DESIGN NO. X528 RATINGS - 1, 2, AND 3 I-1R. D CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. STEEL COLUMN MIN SIZES OF W- SHAPED A10 TUBULAR STEEL COLUMNS WHICH APPEAR IN THE AISC STEEL CONSTRUCTION MANUAL A5 SHOWN UNDER 113M 2. 2. WALLBOARD, GYP5U1* - FOR 1HR RATING, ANY 5/8 IN. OR V2 IN. 11-110K GTPSUM WALLBOARD CLASSIFIED FOR USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2145 AND 3145 RATINGS, ANT 5/3 N. oR V2 IN. THICK GYPSUM WALLBOARD CLASSIFIED FOR USE 114 OTHER 2145, 3145, OR 41415 COLUMN DESIGNS. MIN TOTAL THICKNESS OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS. RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS 2 3 IHR 214R 314E TOTAL THICKNESS (IN.) 1 - 1/2 2 -1/4 B C D 1 -1/2 2 -1/4 B C D I -1/5 1 -7/8 A B C TUBE SHAPED COLUMNS 1 1 -5/8 2 -1/2 B C D 5/8 I -5/8 2 -1/2 A C D APPLIED IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. !BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINT5, SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. 2A. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 21 RATING, 1 - 1/2 IN. TOTAL TNIUCNESS, INSTALLED IN ACCORDANCE 141TH CORNER DETAIL 5. FOR 314R RATING, 2 - 1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINTS. UNITED STATES GTF'SUM CO. - ULTRA000E OR TYPE 15 - 53. 5. STEEL STUD 1 - 5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/16 IN LEGS HAVING A i/4 IN, FOLDED FLANGE, FABRICATED PROM NO, 25 MSG GALV STEEL. LENGTH TO BE I/2 IN. LESS THAN THE ASSEMBLY H51514T. 4. CORNER BEADS - NO. 28 MSG GALV 5TEEL, 1 - 1/2 IN. LEGS TO 55 ATTACHED TO THE WALLBOARD WITH N0. 6 8Y 1 . RW5 12 IN. OC MAX 5. TIE WIRE - N 5C 18 5 STEEL SPACED WIRE SP ACED 2 4 IN. OC USED WITH SECOND LAYER OF WALLBOARD. 6. SCREWS - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO 135 N0. 6 BY I IN. (OR 1 -1/4 IN. FOR 3/4 IN THICK WALLBOARD) PHILLIPS HEAD SELF- DRILLING, SELF- TAPPING DOUBLE LEAD 5CREW5 SPACED 24 IN. OC FOR ATTACHING 5500N0 LATER OF WALLBOARD TO STEEL STUDS AND FOURTH LATER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO BE N0. 3. BY 1 - 3/4 IN. (OR 2 - 1/4 IN, FOR 3/4 IN, THICK WALLBOARD) STEEL SCREWS OF THE SAME TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LATER OF WALLBOARD TO STEEL 5TU05 TO BE N0. 8 BY 2 -V4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. CC. 7, FINISHING SYSTEM - (NOT SHOWN) - .JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNE55 OF 1 /16 IN. Cy ' U.L. DETAIL #X528 N .T.S . 1, 2 AND 3HR RATED COLUMN WRAP DESIGN NO. U465 NONBEARING WALL RATING - IHR. I. FLOOR AND CEILING RUNNERS -(1407 5HoWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, FORMED FROM N0. 25 1155 (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 114. O.C. MAX. IA. AS AN ALTERNATE TO TT1T1 1 CEILING RUNNER* MSG MIN GALV STEEL WIDTH TO ACCOMODATE 5TUD, WITH 3 OR 4 IN. LEGS 0555E1 AT MIDPOINT 5/3 IN. TO ACCOMO0ATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. 0.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4' IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/3 IN. WIDE (MIN), I-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMEn FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS+- (OPTIONAL)- MINERAL WOOD oR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (EZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. .4. WALLBOARD GYP5UM* I1. THICK, 4 5T. WIDE, ATTACHED TO 5TEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS OR1ENTED VERTICALLY AND STAGGERED ON OPPOSITE 51DE5 OF 745 ASSEMBLY. 1414514 ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE 154-0. CANADIAN GYPSUM CO, LTD - TYPES C, SOX, SHX, 14RX, CONTINENTAL GYPSUM COMPANY - TYPE CG - C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. GEORGIA-PACIFIC CORD„ GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -C. NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPE F3K -G, F5W-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR 145 PASCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYP51M CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE 3G TEMPLE - INLAND FORE51 PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYP5UM 00. - TYPE AR, 0, 15-X2, SE;‹, 511X, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTRCC FIREEOARD. 4A WALLBOARD, GYPSUM AN ALTERNATE TO 11511 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED A5 DESCRIBED IN ITEM 4 WITH SCREW L174711 INCREASED TO I -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN THICK INSTALLED As *E50RI5E0 IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 145X. .101141 TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND 5CRE4 HEAPS; PAPER TAPS, 2 114. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PATER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD_ JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 31.1OWN) RESILIENT 25 M5G GALV 5TEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 114. CC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W111-1 V2 IN. LONG TYPE 5-12 PAN -HEAD 5TEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1HR RATED TENANT SEPERATION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER ti 9 m ti 0 co 0 0 SHEET ti 0 1- 0 0 2 M Z 4 6 Z 7087 \ RE,,..11SIERED ARCHITECT WILLIAM $WARD ABBOT ST .. 1NGTON Vi 1 ' .?) `c 1 11060390603 Y 0 4 re e 1 0 PROTECTION MATERIAL THICKNESS oN BEAM, IN. RESTRAINED ASSEMBLY RATING, HR UNRESTRAINED BEAM RATING HR WHEN DECK 15 ALL—ELL/TED WHEN DECK 15 BLEND OR ALL I, 1 -1/2, 2 1 5/16 7/16* 5/16 7/16* I -1/2 2 11/16 13/16 2 3 I -1/16 1-5/16 3 1 -1/2 1/2 9116 I 2 11/16 13/16 I 3 I -I/16 1-5/16 REFER TO DETAILS AND WALL SCHEDULES IN THIS SET FOR WALL FRAMING SIZE AND SPACING. STUD SIZE AND SPACING INDICATED IN THESE DETAILS IS PER U.L. AND MAY NOT BE ADEQUATE PER STRUCTURAL REQUIREMENTS. DESIGN NO. X827 RATINGS — 1, 1 -1/2, 2, 3 AND 4 HR. 1. STED. PIPE 03 TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAMETER (ID) RANGING FROM A MINIMUM OF 3 IN To A MNGMUM of 32 IN, WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL 50UAR9 OR RECTANGULAR TUBE (5T) WITH OUTSIDE WALL DIMEN51CM5 RANGING FROM MINIMUM 3 N. TO A MAXIMUM OF 36 IN. AND A MINIMUM WALL THICKNESS OF 3/16 IN. THE A/P RATIO OF THE STEEL PIPE OR TUBE (5EE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - APPLIED 0Y SPRAYING WITH WATER IN ONE OR MORE 1JNTAMPED COATS AT THE THICKNESS 5HOY41 IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 13 OFTl*NAL, MIN AVG UNTAMPED DENSITY ' , 13 PCF WITH 11111 1140 UNTAMPED DENSITY OF 11 PCF FOR TYPE D -C/F OR 11. MIN AVG UNTAMPED DENSITY 15 14 PCF WITH MIN IND UNTAMPED DENSITY OF a POF FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND W PCP, RESPECTIVELY, FOR TYPE HP, TAMPING I5 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DE5IGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) THE THICKNESS OF SPRAYED FOR RATINGS OF I, 1 -1M, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAY SE DETERMINED SY THE EQUATION. R - 0.33 1.1- 3.58 (A/P) WHERE. R IS THE HOUR RATING (HRS.) H 15 THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN_ A 15 THE CROSS SECTIONAL AREA (50 IN.) P 15 THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY. T(D -T) A/P. D WHERE. D 15 1145 OUTER DIAMETER OF T11E PIPE (¢N,) T 15 THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE 15 DETERMINED BY, T(A +B-2T) A/P- A+0 WHERE: A 15 THE OUTER WIDTH OF THE TUBE (1N.) B LS THE OUTER LENGTH OF THE TITRE (IN.) T LS THE WALL THICKNESS OF T148 TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, TH. .IINIMUM THICKNESS OF SPRAY-APPLIED FIRE RESISTIVE MATERAL5 REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY DE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM T14lCKNE55 COLUMN 513E A/P IH I -1/214 214 314 414 5P 3X0.108 0.18 1 I -3/4 2 -9/16 - ST 33333.183 0.16 1 1 -3/4 2-9/16 - 5P 4X0.237 0.22 13/16 1 -7/16 2-3/16 3-3/5 5T 434X0.188 0.18 1 1-9/16 2 -3/16 5T +114110375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X240.5 0.49 3/8 7/16 11/16 1-1/5 1 -5/5 CIL GROUP LTD. - TYPE P-C/F OR TYPE 11. INVESTIGATED FOR EXTERIOR USE. TYPE ETBS OR TYPE X ADHESIVE/SEALER 15 OPTIONAL ISOLATEK PNTERNATIONAL -TYPE 1, HP, D-CA OR IL TYPE D -C/F, HP, OR 11 INVESTIGATED FOR EXTERIOR USE. TYPE EDS 03 TYPE X *+DI-E51VE/SEALER IS OPTIONAL * BEARING THE UL CLASSIFICATION MARKING U.L. DETAIL #X827 N.T.S. DESIGN NO. U411 NONBEARING WALL RATING — 2HR. U.L. DETAIL #U411 N.T.5. 1, FLOOR AND CEILING RUNNER - (NOT 5HOWN) - 25 MSG (MIN GA 5TEEL. 1 N. HIGH, RETURN LEGS 2 -1/2 114. WIDE (MW) ATTACHED TO FLOOR AND CEILING WITH FASTE ERS 24 IN O.C. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 115G MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMoDATE ( *HALL GAPPING THIGKNE35, ATTACHED TO CEILING *11114 FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL. STUDS - 2 -I/2 IN. WIPE (MIN), 1 -1/4 IN. LEGS, 3/3 IN. RETURN FORMED OF 25 MSG (11)4) GALV STEEL MAX STUD SPACING 24 IN CC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND 3LANKE1 OPTIONAL)- MINERAL WOOL OR GLA55 FIBER BATTS PARTIALLT OR coMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT To WALLBOARD SASE LAYER WITH A MIN 16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EAC41 PIECE AND A STAPLE AT EACH CORNER APPROX 3 IN. FRO EDGES, SEE BATT5 AND BLANKETS ((BZJZ)) CATEGORY FOR NAMES OF MANUFACTURERS, 4. WALLBOARD, GYPSUM* (W1TOHNA1 5/8 IN. THICK, CUTER LAYER PAPER OR VINYL SURFACED, (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1114. LONG TYPE 5 WTEEL S •RE1 SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN, O.C. IN TEN FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS Qf COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.G. JOINTS OF LAMINATED OUTER LATER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 - 5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED Y2 IN. O.C. OPTIONAL (DIRECT ATTACHED SYSTEM), NNER LAYER ATTACHED TO STUDS WITH IIN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN, O,C. IN THE FIEL AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE 51U1D5 OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND AIANG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF SCREW ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS, .1DINT5 OF OUTER LATER MAY BE TAPED OR UNTAPED, 1O1 3/32 IN. THICK GYPSUM VENEER PLASTER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED, BOREAL GYPSUM INC. - TYPE 13G-c DODGE PDG2 OR DON1. CANADIAN GYPSUM CO LTD - TYPES C, 564, 514X, WRX, CELOTEX CORP. - TYI 1 OR FRP CONTINENTAL GYPSUM COMPANY - TYPE CG -3, CG -3 OR GG -c, DOMTTAR GTP5U11 INC. - TYPE 4 5, q, OR C, EAGLE - GYPSUM PRoDUc1s - TYPE Es-c oR EGX -I1. GEORGIA- PACIFIC CORP. - TYPE DGG, GPFS --3, GPFS -6 oR GPF5 - C. JAMES HAROIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE F5W F514 NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TY FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3 PG-5, PG-9 OR PG-C. REPUBLIC GYPSUM CO. - TYPE STANDARD GYPSUM CORP., - TYPE SGC SG OR SGC TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE T TP - 5, VPB -TYPE T. UNITED STATES GYPSUM TYPE AR, C, FCV, IF IP -X2, 55X, 54-0X, WRC, WRX CAR W5X. WESTROC INDUSTRIES LTD, - TYPE WESTRCC FIREBOARD. 4A. WALLBOARD GYPSUM* -(A5 AN ALTERNATE TO ITEM 4) - RCM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH I - 1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2 -I /A IN. LONG TYPE 2 SCREWS FOR OUTER LATER. UNITED STATES GYPSUM CO. - TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. DESIGN NO. X821 RATINGS — 3/4, 1, I -1/2, 2 AND 3 I-1R. TYPICAL 1 U.L. DETAIL #X821 N.T.S. OMITTED TYPICAL 14114X233 IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED ST SPRAYING WITH WATER IN GIVE UNTAMPED COAT TO STEEL SURFACES WHICH ARE FREE OF DIRT, OHL OR SCALE. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAIIPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCP FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES CF 72 AND 19 PCF, RESPECTIVELY, FOR TYPE HP, TAMPING 15 OPTIONAL, FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATIONSECTION, PRECEDING THESE DESIGNS. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME I) RATING HR MIN. THICKNESS -IN. 3 33/5 2 1 9/16 1 1/2 I I/8 !'116. 3/4 5/8 ISOATEX NTERNATIONAL -TYPE 1, FP, D-CIF OR II. TYPE D-C/F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. 2. STEEL COLUMN - MIN SIZE OF COLUMN, 146X16, WITH OUTSIDE DIMENSION OF 6 -14 BY 4 IN., WITH A FLANGE THICKNES5 OF 3/3 IN., A WE13 THICKNE55 OF 1/4 IN. AND A CROS° 5ECTIONAL AREA OF 4.72 5O N. BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. WL1001 NO. F RATINGS -1 FORMERLY 2, 3, AND R (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 MR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400'F -LESS TI-IAN 1 CFM /SQ FT. //, 0 H E m I. WALL ASSEMBLY- THE I, 2, 3, OR 4 FUR FIRE-RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN WE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY A110 SHALL INCLUDE 114E FOLLOWING CONSTRUCTION FEATURES- A, 5TUDS - 144LL FRAMING MAY CONSIST OF EITHER 14000 STUDS (MAX 2HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 M. D.C. WITH NOM 2 BY 4 114. LUMBER END PLATES AND CRO55 BRACES. STEEL STUDS TO SE MIN 3-5/5 IN, WIDE BY 1 -3/8' IN DEEP CHANNELS SPACED MAX 24 IN. OC, F * - i SOLI B. WALLBOARD GYPSUM 1a.+�1 1/2 /B IN IC WIDE W TCH ARE OR TAPERED E5. 711E GYPSUM WALLBOARD TYPE, THICKNESS, NU OF LAYERS, FASTENER TYPE AND sHEET ORIENTATION SHAW. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 13-1/2 IN. 2, PIPE OR CONDUIT -NOM 12 IN. DIA11 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRE sIIRE PIPE, NOM 6 114. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAN (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 114. DIAM (OR SMALLER) TYPE 1. OR (OR HEAVIER ) COPPER TUBING CR NOM I I N DIA FLEXIBLE STEEL CONDUIT. WHEN COP I NG R (OR SMALLER) PER E P P I5 USED, MAX F RATING OF FIRESTOP SYSTEM (1TEM 3) I5 214R. STEEL PIPES OR CONDUITS LARGER THAN 14011 4 IN DIAI1 MAY ONLY 05 USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT I5 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIPLT SUPPORTED CN BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL$- CAULK -CAULK FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY CN 5011H 910E5 OF WALL ASSEMBLY. THE I1cl1RLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN 114IC14 IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP 5Y5T1 15 DEPENDENT UPON THE TYPE OR SITE OF 1143 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL A55BMSLY IN WHICH IT 15 INSTALLED, AS TABULATED 3514: MAX PIPE CR CONDUIT PIAM, IN 4 4 6 I2 ANNULAR SPACE, !N. 0 TO 3/5 1/4 TO 1/2 0 TO 1/4 0 TO I -1/2# 1/4 TO V2 3/6 TO 3/8 RATING, 1 OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 1012 2 T RATING, 1N&. 0 +, I OR 2 3 0R4 0 0 0 0 + WHEN COPPER PIPE 15 USED, T RATING 15 04R. # 0 10 I -I/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 143+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD 15 5/8 IN. FOR IHR RATED WALLS AND 1 -1/4 IN. FOR 2NR RATED WALLS. MINNESOTA MINING 4 MFG. CO. - CP 2514B+, *BEARING THE UL CLASSIFICATION MARKING. 5 U.L. DETAIL #WL1001 N.T.S. DESIGN NO. D902 RESTRAINED ASSEMBLY RATINGS -1, 1 -1/2, 2 AND 3 HR. UNRESTRAINED ASSEMBLY RATINGS -0, 1, 1 -1/2, 2 OR 3 HR. (SEE ITEMS 4 4 6) UNRESTRAINED BEAM RATINGS -1, I -1/2, 2 AND 3 HR. —B SEE ITEM 6 U.L. DETAIL #D902 N.T.S. SECTION A—A SECTION 5 - , 1. 5EAM -- 145X28, MIN SIZE. IA. STEEL JOISTS -- --(NOT 514014N) -A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT Of PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 5.J.I. SPECIFICATIONS FOR A MAX DE51GN 5TRE55 OF 30 K51. T140 TOP CHORDS SHALL CON515T OF TWO ANGLES MEASURING I -1/4 BY 1 -1/4 BY 0:127 IN. THICK, BOTTOM CHORDS SHALL CONSIST OF TWD ROUND BARS MEASURING 0.566 IN, IN D1AM, BEARING PLATES EHALL CONSIST of TWO ANGLES MEASURING I BY 2 BT 0.100 IN. THICK AND 5 -1,16 IN. L0149. WEB MEMBERS SHALL CONSIST OF 0.565 IN, DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN AND 4.9 LB/FT, RESPECTIVELY, I. STEEL JOISTS -(NOT 5110114)-AS AN ALTERNATE TO ITEM I- COMPOSITE DR NONCOMPOSITE AND WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED CR PROVIDED 1.41114 A SHOP COAT OF PAINT. DESIGNED PER S.J.T. SPECIFICATIONS FOR A MAX DESIGN 5TRE55 of 30,000 PSI. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING 1 -1/2 3Y 1 -1/2 131 0.156 IN. THICK. BOTTOM CHORDS 51 4ALL CONSIST OF TWO ROUND BARS MEASURING 0.675 IN. IN DIAN. BEARING PLATES SHALL CONSIST OF 1140 ANGLES MEASURING 2 BY 2 BY 0,142 IN. THICK AND SHALL BE MIN 4 -13/16 IN LONG. THE SECOND WEB MEMBER AT EACH END SHALL CONSIST OF 0, 654 IN 01A11 RDUNO 5AR. ALL REMAINING WEB MEMBERS, INCLUDING THE END 14E3 MEMBERS, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER S.J.I. SPECIFICATIONS 15 REQUIRED WHEN NONCOMPOSITE JOISTS ARE USED. IC, STEEL JOISTS- -(NOT 91 - A5 AN ALTERNATE TO ITEM I COMPOSITE OR NONCOMPOSITE, WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED OR PROVIDED WITH A SHOP COAT of PAINT. DESIGNED PER 5.1.1. SPECIFICATIONS FOR A MAX DESIGN STRESS OF 30,000 P51. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-1/2 3Y 1 -112 BY 0.156 IN. 1141CK. BOTTOM CHORD SHALL CONSIST OF TWO ROUND BARS MEASURING 0475 IN. IN DIA11. THE SECOND WEB 11EMHER AT EACH END SHALL CONSIST OF 0.634 IN. DIAM ROUND EAR. ALL REMAINING WEB MEMBERS, INCLUDING 1H5 E40 WE3 MEM1ER5, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER 5.11. SPECIFICATIONS 15 REQUIRED 1N11EN NONCOMPOSITE JOISTS ARE USED. ID, STEEL JOISTS- -(NOT SHOWN) - A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT OF PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 3.1.1. SPECIPICATION5 FOR A MAX DESIGN STRESS OF 30 K51. THE TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-I/4 5Y I -I/4 BY 0,127 IN. THICK. BOTTOM CHORDS SHALL CONSIST OF T140 ROUND BARS MEASURING 0,566 IN, IN DIAM. SEARING PLATES SHALL CONSIST OF T140 ANGLES MEASURING I -1/2 BY 2 BY 0.183 IN. THICK AND 5 -1/16 IN. LONG. WEB MEMBERS SHALL CONSIST OF 0.565 IN. DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN, AND 4.9 LB/PT RESPECTIVELY. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE OR SILICEOUS AGGREGATE, 3500 P3) COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE OR SLATE AGGREGATE BY ROTARY -KILN METHOD OR EXPANDED CLAY AGGREGATE BY ROTARY - Mg OR sINTEREP -GRATE METHOD, 3000 P51 COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PER CENT ENTRAINED AIR. *WITH 2 AND 3 IN. DEEP STEEL FLOOR UNITS ONLY. 3. WELDED WIRE FABRIC - -6X6 10 /105145. 4. STEEL FLOOR AND FORM UN TS* - COMPOSITE 1 - 112, 1 - 5/8 , 2 OR 3 IN. DEEP GALS UNITS OR 4 -1/2 IN. DEEP NON- COMPOSITE GALS UNITS. FLUTED UNITS MAY 8E PH09/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNIT5 MAT 35 USED: (I) ALL 24, 26, 28 OR 36 IN, WIDE CELLULAR OR PARTIAL CELLULAR. (2) ALL ELUTED. (3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 13/18 15G MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN, Wipe CELLULAR OR PARTIAL CELLULAR. (5) CORRUGATED, NOM 1 -5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. POR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KS*. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 1451. BHP LYSAGHIT- TAIWAN LTD. -24 IN. WIDE TYPE 21424; 36 IN. WIDE TYPES 21436, 31436. BHP STEEL BUILDING PRODUCTS USA INC, -24 IN. WIDE TYPES 21424, 21'4F24, 31424, 314F24, B, BF -24, BR, EMT), BRMOD, N, NF; 30 IN. WIDE TYPE 0 -30, BF -30, BR; 36 IN. WIDE TYPES 21436, 214F36, 31436, 314E36, 13-36; 24 OR 30 IN. WIDE TYPES ASG2, ASC3. BOWMAN METAL DECK/WHEELING CORRUGATING CO. DIV OF WHEELINGPITTSSURGH 5TEEL CORP. -30 IN. WIDE TYPES I -I/2 IN. V -GRIP, 1 - 112 IN. RV -GRIP, 2 IN, VW; 24 IN, WIDE TYPES 1 -1/2 IN. VW4, 3 IN. VW3, I -1/2 IN. V1.13, I -1/2 IN. V142, 212V142 141REWAY, 312VW2WIRElWAY, 203V14- 14IREWAY, 258V14- WIREWAY; 24 OR 32 IN. WIDE TYPES 205V -SNIP, 253V -GRIP; 24 OR. 36 IN. WIDE TYPES 212V-GRIP, 312V -GRIP; 36 IN. WIDE TYPES 212V143- 14IREWAY, 3124143- 14IREWAY. COMPONENTS FOR FIELD - ASSEMBLED CELLULAR METAL RACEWAY UNITS RACEWAY BOTTOM -24 05 36 IN. WIDE TYPES 212V5, 3121/5; 24 OR 36 IN. WIDE TYPES 203V5, 258V5. RACEWAY COVER PLATE - -TYPES CP - 12, CP RACEWAY DIVIDER -TYPES PC-20, DC-25. RACEWAY ISOLATION TROUGH -TYPES T -20, T -25, T -30. CONSOLIDATED SYSTEMS, INC. - 24 IN. WIDE TYPES CFID-2, CFD -3; 24, 30 OR 36 IN. WIDE TYPE CFD-1,51 24 OR 36 IN. WIDE TYPES MAC -LOK 2, MAC -LCK 3; 2.4 94. WIDE TYPES 82C, 32FC, NC, NFC; 30 IN. WIDE, TYPE BBC; 12 IN. WIDE MAC -WAY CELLULAR 45 M*W, 2 -633 MTWA, 3 - 633 MTWA+. 30 IN. WIDE, MAC - CCR TYPE5 I AND 2 DECK W557, INC. -36 IN. WIDE TYPE 0 -D14, INVERTED B -DUG, BA -DH, INVERTED 8A -DUG, 2 -DUG OR 3 -D14. SIDE JOINTS OF TYPE 2 AND 3-014 MAY BE FASTENED TWETHER WITH MIN I IN. LANG N0. 12 X 14 SELF - DRILLING, SELF- TAPPING 5TEEL SCREWS 36 IN. CC. EPIC METALS CORP. -24 IN. WIDE TYPES ECI50, ECI50 INVERTED, 5C300, FC366, FCPI50, EcP300, ECP366, EPICORE A; 30 IN. WIDE TYPES EC8150, EC3R150; 36 IN. WIDE TYPES EC156, EC266, EcP266. GEN5 METALS INC. -12 OR 24 IN. WIDE TYPES LF2, LF3, ROBERTSON, H. H. -QL TYPES, 24 IN. WIDE, 3 OR 3 INVERTED, UKK, 21 OR 21 INVERTED, 2 IN. 99, 121, AKX, NKK, TKX; 24 OR 30 IN. WIDE 5IO4, GIC(14, GKK -A; 36 IN. WIDE 2 IN. 99, AKX, WKX; 12 IN. WIDE NKC, TKC; 12 IN. WIDE NON - COMPOSITE SEC 12. 31DE JOINTS OF q9, 121, TKC, TKK, WKX MAY 55 WELpa) TWETHER 60 IN. cc. SIDE JOINTS OF 99, AKK, WKK, GKK, GKX -A, TKX MAY BE FASTENED TOGETHER WITH MIN 1 IN. LONG N0. 12X14 SELF- DRILLING, SELF- TAPPING STEEL SCREWS 36 IN. CC. ROOF DECK, INC. -36 IN. WIDE TYPE5 LOK- I -I /2, IRK- 1 -1 /2R; 24 IN. WIDE TYPES LOK -2, LOK - 3. TOMAN BUILDING COMPONENTS INC. -24, 30 OR 36 IN. WIDE TYPES LXR - B, LXR -B INVERTED; 24 OR 36 IN. WIDE TYPE LXR -314; 36 IN. WIDE TYPE LXR -214. UNITED STEEL DECK, INC. -12 OR 24 IN, WIDE, TYPES I - I/2, 2, OR 3 IN. LOK -FLOOR AND LOK -FLOOR CELL; 24, 30 OR 36 IN. 1410E, TYPE 1 -1/2 IN. ES-1.0K AND B -LOT. CELL; 24 W. WIDE, TYPES N -LOK AND N -LOK CELL. VERCO MFG., INC.--- FORMLOK TYPES, 24 OR 36 IN, WIDE, W2 AND 143; 24 OR 36 IN. WIDE, 0, BR; 24 IN. WIDE, N; 30 IN. 3, BR; 12 IN. WIDE 142 OR 143 UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE W2 OR 143, RESPECTIVELY. VW-CRAFT, DIV. OF NUCOR CORP. -24, 30 OR 36 IN. WIDE, TYPE 1.5 VL, 1,5VLI, .5VLP1 24 OR 36 IN. WIDE, TYPES 2VLI, 3VLI, 2VLP, 3VLP. WALKER 315TET15 INC. -24 IN, NIDE, TYPES 2 OR 3 IN, WDR; HI -BOND TYPES, 24 IN. WIDE, B, BF, ER, I 5/8NF, 1 - 5/8NFSUB5, 9, 5R, 3N, 3NF, 31 16, 30, 31 OR 32 IN. WIDE 2V, 2VSUBV, 3V, 3VSUEV; 16, 18, 20 OR 22 IN. WIDE 3N.51J132FSIJBMM AND 24 IN. WIDE 3N5UBLFSUBM ONLY IN BLEND 141114 ONE OR MORE BV UNITS. WHEELING CORRUGATING CO., DIV OF WHEELING-PITTSBURGH STEEL CORP. -30 IN. WIDE TYPES SE- 316LF, -150, -150N, - 150NR, -ISQR; 24 IN. WIDE TYPE 5B - 200, -300, 93 316LF, - 133LF, P2ILF, -P31LF OR - P35LF; 12 IN. WIDE TYPE 50 -P2ILF OR 58-P3ILF; 35 11 WIDE TYPES 50- 816LF, - F2ILF, - P3ILF, LOCK FORM TYPE, 24, 30 OR 36 IN. WIDE TYPES 016LF, 5161-ENV; 24 IN. WIDE TYPES P34LF, P3ALFNV; 12, 24 OR 36 IN. WIDE TYPES C2OLF, C30LF, C3ILF, P20LF, P30LF, P3ILF; 30 114. WIDE TYPES TBI25 AND TB200, UNITS MAT 8E PHOS/PTD. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. CC FOR 12, 24, 36 114, 1112E 01115, FOUR WELDS PER SHEET FOR 30 IN. WIPE UNITS. 6 IN. CC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNI F55 SPECIFIED OTHERWISE FOR SPECIFIC UNITS TYPES, ADJACENT UNITS BUTTON- PUNCHED OR WELDED TOGETHER 36 IN, OC ALONG SIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. CC MAX. +12 IN. WIDE, I -1/2 IN DBE? ■1AC -WAY UNITS MAY BE BLENDED 141114 24 IN. WIDE 82C OR 30 IN WIDE 03C UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNIT5. 12 IN. WIDE, 2 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE MAC -LOCK UNITS IN A BLEND OF CONE CELL TO ONE OR MORE FLUTED UNITS. 12 114. NIDE, 3 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN, WIDE MAC -LOCK 3 UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNITS. THE SIDE EDGE OF THE FLUTED UNITS I5 PLACED ON THE TOP OF THE SIDE EDGE OF THE MAC UNIT AND 1145 TWO ARE WELDED TOGETHER WITH WELDING WASHERS SPACED A MAX. OF 52 IN. CC FOR MAC -LOCK 2 OR 3 UNITS AND A MAX OF, 24 IN. OC FOR THE 82C OR 53C UNITS. ALTERNATE CONs1R1JC71GN -- NONCOMPOSITE UNITS OF THE SAME TYPE LISTED ABOVE MAY BE USED PROVIDED ALLOWABLE LOADING 15 CALCULATED ON THE BASIS OF NONCOMPOSITE DESIGN. THROUGH © THE UNRE5TRA1NED ASSEMBLY RATING 15 EQUAL TO TH5 UNRESTRAINED BEAM RATING (SEE ITEM 6) FOR A MAX 3 HR AND 15 LIMITED TO THE FOLLOWING UNITS AND LIMITATICN5: (A) I -1/2, 2 AND 3 114, DEEP, 24 IN. WIDE, 22 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN7, BN, (5) 1-1/2, 2 FT AND I 3 IN. DEEP, 24 IN. WIDE, 20 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN 8 FT, 8 IN, (C) 1 - 1/2 AND 2 IN. DEEP, 24 IN. WIDE, 16 MSG OR THICKER FLUTED AND 18/13 115G OR THICKER CELLULAR WITH CLEAR SPANS NOT MORE THAN R FT, 11 IN. (0) 3 IN. DEEP, 36 IN. WIPE, 18 MSG OR THICKER FLUTED AND 24 IN. WIDE, 20/18 MSG OR THICKER CELLULAR 141T11 CLEAR 5PAN5 NOT MORE THAN 13 FT, 2 IN. FOR ASSEMBLIES UTILIZING 3 - 1/4 IN. LIGHTWEIGHT CONCRETE TOPPING W1TN A MAX RESTRAINED ASSEMBLY RATING OF 2 HR, THE UNRESTRAINED ASSEMBLY RATING 15 EQUAL TO THE UNRESTRAINED BEAM INATING (SEE ITEM 6) AND 15 LIMITED TO THE FOLLOWING FLOOR UNITS AND 5PAN5: (A) 1 -1/2, 2 AND 3 114. DEEP, 24 CR 36 IN. WIDE, 22 MSG FLUTED AND 20/20 MEG CF. 1 1 *LAR WITH CLEAR 5PAN5 140T MORE THAN 9 FT, 6 W. (5) (B) 2 AND 3 IN. DEEP, 24 CR 36 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 10 FT, 0 IN. (C) 3 IN_ DE5P, 24 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 13 FT, 2 IN. 5. JOINT COVER-(USE WITH FLUTER UNITS OPTIONAL -NOT 51401414) -2 IN. WIPE CLOTH ADHESIVE TAPE APPLIED FOLLOWING THE CONTOUR OF THE UNIT5, 6A. SPRAT- APPLIED FIRE RESISTIVE MATERIALS$- APPLIED BY SPRAYING WITH WATER, 111 ONE COAT TO A FINAL THICKNESS AS 5H0✓JN ABOVE AND 114 TABLE 511.OW TO STEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED IS BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE 10P FLANGE OF 1145 51551. SEAM SHALL BE FILLED. WHEN FLUTED STEEL DECK IS USED AND THE 5TEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE 5TEEL BEAM SHALL BE PLUGGED. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAMPED DENSITY 15 13 PCF W1114 MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES I, II, OR PC/F. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF, RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL, FOR METHOD OF 0EN311 T DETERMINATION, REFER TO DESIGN INFORMATION SECTION, THE T111CKNE55 OF THE SPRAY - APPLIED FIRE RESISTIVE MATERIALS ON 7H5 STRUCTURAL MEMBERS (ITEM I, IA, OR 10) SHALL BE AS FOLLOWS, 54 11415 THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED WER 3 IN, LIGHTWEIGHT CONCRETE TOPPING, * MAT BE REDUCED TO 3/4 IN. FOR THE I -1/2 HR UNRESTRAINED BEAM RATING WHEN THE MATERIAL 15 SPRAYED 2 IN, 5E1010 THE 55AMS'5 TOP FLANGE AND N0 REDUCTION IN THICKNESS IS MADE AT 714E TIPS OF THE BOTTOM FLANGE. + THICKNESS OF SPRAY-APPLIED PIKE RE515TIVE MATERIALS MAY BE REDUCED TO ONE HALF OF 71115 THIG01E55 ON THE LOWER FLANGE TIPS OF THE STEEL BEAM. CIL GROUP LTD. -TYPE D -C/F OR TYPE II. TYPE EB5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. ISOLATEK INTERNATIONAL -TYPE P -C/F, H P OR I, TYPE II, TYPE EH5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. 6B. SPRAY- APPLIED FIRE RESISTIVE MATERIALS *-ALTERNATE TO ITEM HA. 5E5 TABLE BELOW FOR APPROPRIATE THICKNESSES. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED I5 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED STEEL PECK 15 0550 AND THE STEEL BEAM 13 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM 514ALL BE PLUGGED. PREPARED BY MIXING WITH WATER AND SPRAY APPLIED IN ONE OR MORE COATS TO 5EAM SURFACES W41C1 MUST 135 CLEAN AND FREE OF DIRT, LOO5E SCALE AND OIL. MIN AVERAGE DENSITY OF 17.5 PCF WITH MIN INDIVIDUAL VALUE OF 17,0 PCF. FOR MET400 OF DENSITY DETERMINATION, SEE DESIGN INFORMATION 55011014, SPRAYED MATERIAL. * 114I5 THICKNESS APPLIES WHEN OPTIONAL 11E115 12, 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 280. ISOLATEK INTERNATIONAL -TYPE 280. 6C. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - ALTERNATE TO ITEM 6A OR 68. APPLIED BY MIXING WITH WATER ACCORDING, TO INSTRUCTIONS ON EACH BAG OF MATERIAL. MIXTURE CAN BE SPRAY OR TROWEL APPLIED IN ONE 0R MORE COATS. 714E THICKNE55 OF THE MIXTURE 15 DEPENDENT ON THE TYPE OF FLOOR UNIT. SEE TABLE BELOW FOR APPROPRIATE THICKNE55. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THIGONE55 5E1 -ECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHAW_ BE FILLED. WHEN FLUTED STEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNE55E5 APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND 145 TOP FLANGE OF 145 STEEL BEAM SHALL BE PLUGGED. THE STEEL SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL, MINIMUM AVERAGE DENSITY OF 38 PCF AND MINIMUM INDIVIDUAL DENSITY OF 35 PCF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION sEGTION, SPRAYED MATERIAL. 5 THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE U5EP OVER 3 -1/4 IN LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 800. INVESTIGATED FOR EXTERIOR USE. ISOLATEK INTERNATIONAL - -TYPE 800. INVESTIGATED FOR EXTERIOR USE. 6D, SPRAY APPLIW FIRE RE515TIVE MATERIALS* -- ALTERNATE TO ITEMS 6A, 6B OR 60. APPLIED BY MIXING WITH WATER IN ACCORDANCE WITH INSTRUCTIONS ON EACH BAG A140 APPLIED IN ONE OR MORE COATS TO A FINAL THICKNESS AS SHOWN IN TABLE 85-01 TO 5TEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THICKNESS SELECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED 5TEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL 135 PLUGGED. MIN AVERAGE AND MIN INDIVIDUAL DENSITY 15 19 AND I7 PCF, RESPECTIVELY, FoR TYPES 300 AND 5E1. MIN AVERAGE AND MIN INDIVIDUAL DENSITY OF 25 AND 22 PCF, RESPECTIVELY, FOR TYPE 400. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION. THE THICKNESS OF THE MATERIAL ON TH5 STRUCTURAL M5*ISSJR.5 (ITEM 1, IC, OR 10) SHALL BE AS FOLLOWS: THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 300. ISOLATEK INTERNATIONAL—TYPE 300, TYPE 400 OR TYPE 35. 7. SHEAR CONNECTOR STUDS- OPTIONAL--STUDS, 3/4 IN. DIAM BT 3 IN. LONG, FOR 1 -1/2 IN. DEEP FORM UNITS TO 5 -1 /4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF 714E BEAM THROUGH THE STEEL FORI1 UNIT5. 3. LATH HANGER -(NOT 5110WN) -GALS 5TEEL 6 914G MIN DAM SPACED 27 IN. 0. C.. 9. CLIPS -(NOT SHOWN)-N0. 24 MSG SPRING STEEL PUSHED ON TO TOP AND BOTTOM FLANGES OF BEAM SPACED 6 IN. 0. C. MAX. 10. METAL LATH -(NOT 514011N) -3/8 IN. DIAMOND ME5H OR RIB LATH, 3,4 L85 PER SO YD EXPANDED 5TEEL ATTACHED TO BEAM WITH CLIPS SPACED 6 114. 0. C, MAX; OR TIED TO LATH HANGERS WITH 18 5WG GALS STEEL WIRE SPACED 6 IN. P.C. MAX. 11. ELECTRICAL INSERTS-(NOT 31401N) CLASSIFIED A5 'OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE',* (I) RACEWAY COMPONENTS, INC, (RESTRAINED ASSEMBLY RATING 15 2 HR OR L555 WITH TYPES FA250, -300, -400 OR -450 AFTER SET INSERTS.) AA 551 INSERT MAY BE INSTALLED 014 ANY I -1/2, 2 OR 3 IN. DEEP CELLULAR FLOOR UNITS SPECIFIED UNDER ITEM 3, EXCEPT 12 IN, WIDE UNITS WITH CELL WIDTH EXCEEDING 7 -1/4 IN. SPACING SHAD- 5E NO MORE THAN ONE INSERT IN EACH 20 50 FT OF FLOOR AREA IN EACH SPAN WITH INSERTS SPACED NO CLOSER THAN 24 IN. 0.0. MAX RACEWAY COMPONENTS, INC. -TYPES FA250, -300, -400 OR - 450 AFTER 5ET ELECTRICAL INSERT WITH SUFFIX PP -C, P-C OR 1-0 SERVICE FITTING5. TYPE APA -375 -C FITTINGS USED FOR ABANDONMENT OF INSERT. 12. MINERAL AND FIBERBOARDS * - (OPTIONAL, NOT SHOWN). APPLIED OVER CONCRETE FLOOR WITH NO RESTRICTION ON BOARD THICKNESS. WHEN MINERAL AND FIBER BOARDS ARE USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED By A MINIMUM OF 1/2 HR. SEE MINERAL AND FIBER BOARD (CERZ) CATEGORY FOR NA11E5 05 MANUFACTURERS. 13. FOAMED PLASTIC* -(OPTIONAL, NOT SHOWN). CONSISTING OF POLTISCCYANURATE OR URETHANE ROOF INSULATIONS. APPLIED OVER CONCRETE FLOOR WITH 140 RESTRICTIONS CAN THICKNESS. LINEN POLYISOCYANURATE OR URETHANE INSULATION I5 USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED BY A MINIMUM OF I/2 HR. SEE FOAMED PLASTIC (COM) FOR LIST OF MANUFACTURERS. 14. INSULATING CONCRETE - (OPTIONAL, NOT SHOWN) - VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED AS FOLLOWS: A. VERMICULITE CONCRETE - BLEND 6 TO 8 OJ FT OF VERMICULITE /GGREGATE* TO q4 LB PORTLAND CEMENT AND AIR ENTRAINING AGENT. MIN THICKNESS OF 2 IN. AS MEASURED TO THE TOP SURFACE OF THE STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM 13) WHEN IT 15 USED. 555 VERMICULITE AGGREGATE (CM) CATEGORY FUR NAMES 0 CLASSIFIED COMPANIES. 5. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURERS SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY MIN COMPRESSIVE STRENGTH OF IRO P51 AS DETERMINED WITH A5TM C495 -66. _ CELCORE INC. -CAST DRY DE1J51TY OF 31 (+ OR - 3.0) PCF. CELTUFOAM CONCRETE SYSTEMS -CAST DRY DENSITY OF 30 (+ OR - 3.0) PCF. ELASTIZELL CORP. or AMERICA -TYPE II, WITH A CAST DR/ DENSITY OF 3q (+ OR - 3.0) PCF. LITE - CRETE 114c, DENSITY OF 29 (4 OR -) 3.0 PCF. 51PTA51 INC, - MIX HI, CA5T DRY PENSITY OF 32 (+ OR - ) 3 PCF. SIPLAST INC.-MIX 42, CAST DRY DENSITY OF 36 (+ OR - 3 PCF. C. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURE'S APPLICATION INSTRUCTIONS,, CAST DRY PEN5ITY OF 33 (+ OR -) 3 PCF AND 28 DAY COMPRESSIVE STRENGTH OF MIN 250 551 AS DETERMINED IN ACCORDANCE WITH ASTM 0495 -86. ELASTIZELL CORP. OF AMERICA 11, MIX 51 OF CAST DRY DENSITY 39 (+ OR - 3.0 PCF, MIX #2 OF CA5T DRY DENSITY 40 (+ OR -) 5.0 PCF, MIX 33 OF CAST PRY DENSITY 47 (+ OR - 3.0 PCF. SIPLAST INC, - MIX #3. D. PERLITE CONCRETE - 6 Cu FT OF PERLITE AGGREGATE* TO 94 LE OF PORTLAND CEMENT AND I-V2 PT AIR ENTRAINING AGENT. MIN THICKNESS 2 IN. AS MEASURED TO THE 70P SURFACE of STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM I5A) WHEN IT IS USED. SEE PERLITE AGGREGATE (CFFX) IN FIRE RESISTANCE DIRECTORY FOR NAMES OE CLASSIFIED COMPANIES. 15. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN)-FOR USE ONLT 141114 VERMICULITE (11511 14A) OR CELLULAR (ITEM 141) CONCRETES -RIGID POLYSTYRENE FOAMED PLASTIC INSULATION HAVING SLOTS AMID/OR HOLES SANDWICHED BETWEEN VERMICULITE CONCRETE SLURRY WHICH IS APPLIED TO THE NORMAL OR LIGHTWEIGHT CONCRETE SURFACE AND VERMICULITE CONCRETE TOPPING (ITEM 14A). MAX THICKNESS TO BE 8 IN. SEE FOAMED PLASTIC* (FRYX) CATEGORY IN BUILDING MATERIAL-5 DIRECTORY OR FOAMED PLASTIC* (CCVW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. 15A.FOAMED PLASTIC* -(NOT SHOWN) -FOR USE ONLY WITH CELLULAR OR PERLITE CONCRETE. NOMINAL 24 BY 48 BY MAX 8 IN. THICK POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS HAVING A DENSITY OF 1.0 (+ OR - 0.1) PCB, ENCAPSULATED WITHIN CONCRETE TOPPING. EACH INSULATION BOARD SHALL CONTAIN SIX NOMINAL 3 IN. DIAMETER HOLES ORIENTED IN T40 ROWS OF THREE HOLES EACH WITH 11-15 HOLE5 SPACED 12 IN. OC TRANSVERSELY AND 16 IN. OC LONGITUDINALLY. SEE FOAMED PLASTIC* (BRYX) CATEGORY IN BUILDING MATERIALS DIRECTORY OR FOAMED PLASTIC* (CCYW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIE5, 16. ROOF COVERING MATERIALS* ---(0P710NAL, NOT SHOWN) - CONSISTING OF MATERIALS COMPATIBLE WITH INSULATIONS DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE BUILT-UP ROOF COVERING MATERIALS IN BUILDING MATERIALS DIRECTORY. *BEARING THE UL CLASSIFICATION MARKING < `ate � ,•�- ,bt` `e L .+ C AW A OMITTED A 5. W-SHAPED COLUMNS MIN COLUMN SITE 144313 146x15.5 1410x4'* T5 4 BY4 BY 0.188 TS3BY8 BY 0,250 C *BEARING THE UL CLASSIFICATION MARKING. L. DETAIL #U465 N.T.S. DESIGN NO. X528 RATINGS - 1, 2, AND 3 I-1R. D CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. STEEL COLUMN MIN SIZES OF W- SHAPED A10 TUBULAR STEEL COLUMNS WHICH APPEAR IN THE AISC STEEL CONSTRUCTION MANUAL A5 SHOWN UNDER 113M 2. 2. WALLBOARD, GYP5U1* - FOR 1HR RATING, ANY 5/8 IN. OR V2 IN. 11-110K GTPSUM WALLBOARD CLASSIFIED FOR USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2145 AND 3145 RATINGS, ANT 5/3 N. oR V2 IN. THICK GYPSUM WALLBOARD CLASSIFIED FOR USE 114 OTHER 2145, 3145, OR 41415 COLUMN DESIGNS. MIN TOTAL THICKNESS OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS. RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS 2 3 IHR 214R 314E TOTAL THICKNESS (IN.) 1 - 1/2 2 -1/4 B C D 1 -1/2 2 -1/4 B C D I -1/5 1 -7/8 A B C TUBE SHAPED COLUMNS 1 1 -5/8 2 -1/2 B C D 5/8 I -5/8 2 -1/2 A C D APPLIED IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. !BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINT5, SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. 2A. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 21 RATING, 1 - 1/2 IN. TOTAL TNIUCNESS, INSTALLED IN ACCORDANCE 141TH CORNER DETAIL 5. FOR 314R RATING, 2 - 1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINTS. UNITED STATES GTF'SUM CO. - ULTRA000E OR TYPE 15 - 53. 5. STEEL STUD 1 - 5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/16 IN LEGS HAVING A i/4 IN, FOLDED FLANGE, FABRICATED PROM NO, 25 MSG GALV STEEL. LENGTH TO BE I/2 IN. LESS THAN THE ASSEMBLY H51514T. 4. CORNER BEADS - NO. 28 MSG GALV 5TEEL, 1 - 1/2 IN. LEGS TO 55 ATTACHED TO THE WALLBOARD WITH N0. 6 8Y 1 . RW5 12 IN. OC MAX 5. TIE WIRE - N 5C 18 5 STEEL SPACED WIRE SP ACED 2 4 IN. OC USED WITH SECOND LAYER OF WALLBOARD. 6. SCREWS - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO 135 N0. 6 BY I IN. (OR 1 -1/4 IN. FOR 3/4 IN THICK WALLBOARD) PHILLIPS HEAD SELF- DRILLING, SELF- TAPPING DOUBLE LEAD 5CREW5 SPACED 24 IN. OC FOR ATTACHING 5500N0 LATER OF WALLBOARD TO STEEL STUDS AND FOURTH LATER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO BE N0. 3. BY 1 - 3/4 IN. (OR 2 - 1/4 IN, FOR 3/4 IN, THICK WALLBOARD) STEEL SCREWS OF THE SAME TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LATER OF WALLBOARD TO STEEL 5TU05 TO BE N0. 8 BY 2 -V4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. CC. 7, FINISHING SYSTEM - (NOT SHOWN) - .JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNE55 OF 1 /16 IN. Cy ' U.L. DETAIL #X528 N .T.S . 1, 2 AND 3HR RATED COLUMN WRAP DESIGN NO. U465 NONBEARING WALL RATING - IHR. I. FLOOR AND CEILING RUNNERS -(1407 5HoWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, FORMED FROM N0. 25 1155 (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 114. O.C. MAX. IA. AS AN ALTERNATE TO TT1T1 1 CEILING RUNNER* MSG MIN GALV STEEL WIDTH TO ACCOMODATE 5TUD, WITH 3 OR 4 IN. LEGS 0555E1 AT MIDPOINT 5/3 IN. TO ACCOMO0ATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. 0.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4' IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/3 IN. WIDE (MIN), I-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMEn FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS+- (OPTIONAL)- MINERAL WOOD oR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (EZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. .4. WALLBOARD GYP5UM* I1. THICK, 4 5T. WIDE, ATTACHED TO 5TEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS OR1ENTED VERTICALLY AND STAGGERED ON OPPOSITE 51DE5 OF 745 ASSEMBLY. 1414514 ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE 154-0. CANADIAN GYPSUM CO, LTD - TYPES C, SOX, SHX, 14RX, CONTINENTAL GYPSUM COMPANY - TYPE CG - C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. GEORGIA-PACIFIC CORD„ GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -C. NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPE F3K -G, F5W-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR 145 PASCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYP51M CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE 3G TEMPLE - INLAND FORE51 PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYP5UM 00. - TYPE AR, 0, 15-X2, SE;‹, 511X, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTRCC FIREEOARD. 4A WALLBOARD, GYPSUM AN ALTERNATE TO 11511 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED A5 DESCRIBED IN ITEM 4 WITH SCREW L174711 INCREASED TO I -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN THICK INSTALLED As *E50RI5E0 IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 145X. .101141 TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND 5CRE4 HEAPS; PAPER TAPS, 2 114. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PATER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD_ JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 31.1OWN) RESILIENT 25 M5G GALV 5TEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 114. CC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W111-1 V2 IN. LONG TYPE 5-12 PAN -HEAD 5TEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1HR RATED TENANT SEPERATION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER ti 9 m ti 0 co 0 0 SHEET ti 0 1- 0 0 2 M Z 4 6 Z 7087 \ RE,,..11SIERED ARCHITECT WILLIAM $WARD ABBOT ST .. 1NGTON Vi 1 ' .?) `c 1 11060390603 Y 0 4 re e 1 0 PROTECTION MATERIAL THICKNESS ON STRUCTURAL MEMBER, IN. RESTRAINED A 11312( RATING, HR UNRE5TRAINED BEAM RATING 14R WHEN DECK IS ALL - FLUTED WHEN DECK IS BLEND OR ALL - CELLULAR I, 1 -1/2, 2 I 3/8, 1/2* 7/16, M6* 2 2 15/16 I -1/4 3 3 1 -15/16 1 -1/2 3 I -1/2 5/8 I 3 2 15/16 I -1/4 3 3 I -1/16 I -1/2 REFER TO DETAILS AND WALL SCHEDULES IN THIS SET FOR WALL FRAMING SIZE AND SPACING. STUD SIZE AND SPACING INDICATED IN THESE DETAILS IS PER U.L. AND MAY NOT BE ADEQUATE PER STRUCTURAL REQUIREMENTS. DESIGN NO. X827 RATINGS — 1, 1 -1/2, 2, 3 AND 4 HR. 1. STED. PIPE 03 TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAMETER (ID) RANGING FROM A MINIMUM OF 3 IN To A MNGMUM of 32 IN, WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL 50UAR9 OR RECTANGULAR TUBE (5T) WITH OUTSIDE WALL DIMEN51CM5 RANGING FROM MINIMUM 3 N. TO A MAXIMUM OF 36 IN. AND A MINIMUM WALL THICKNESS OF 3/16 IN. THE A/P RATIO OF THE STEEL PIPE OR TUBE (5EE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - APPLIED 0Y SPRAYING WITH WATER IN ONE OR MORE 1JNTAMPED COATS AT THE THICKNESS 5HOY41 IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 13 OFTl*NAL, MIN AVG UNTAMPED DENSITY ' , 13 PCF WITH 11111 1140 UNTAMPED DENSITY OF 11 PCF FOR TYPE D -C/F OR 11. MIN AVG UNTAMPED DENSITY 15 14 PCF WITH MIN IND UNTAMPED DENSITY OF a POF FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND W PCP, RESPECTIVELY, FOR TYPE HP, TAMPING I5 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DE5IGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) THE THICKNESS OF SPRAYED FOR RATINGS OF I, 1 -1M, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAY SE DETERMINED SY THE EQUATION. R - 0.33 1.1- 3.58 (A/P) WHERE. R IS THE HOUR RATING (HRS.) H 15 THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN_ A 15 THE CROSS SECTIONAL AREA (50 IN.) P 15 THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY. T(D -T) A/P. D WHERE. D 15 1145 OUTER DIAMETER OF T11E PIPE (¢N,) T 15 THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE 15 DETERMINED BY, T(A +B-2T) A/P- A+0 WHERE: A 15 THE OUTER WIDTH OF THE TUBE (1N.) B LS THE OUTER LENGTH OF THE TITRE (IN.) T LS THE WALL THICKNESS OF T148 TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, TH. .IINIMUM THICKNESS OF SPRAY-APPLIED FIRE RESISTIVE MATERAL5 REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY DE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM T14lCKNE55 COLUMN 513E A/P IH I -1/214 214 314 414 5P 3X0.108 0.18 1 I -3/4 2 -9/16 - ST 33333.183 0.16 1 1 -3/4 2-9/16 - 5P 4X0.237 0.22 13/16 1 -7/16 2-3/16 3-3/5 5T 434X0.188 0.18 1 1-9/16 2 -3/16 5T +114110375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X240.5 0.49 3/8 7/16 11/16 1-1/5 1 -5/5 CIL GROUP LTD. - TYPE P-C/F OR TYPE 11. INVESTIGATED FOR EXTERIOR USE. TYPE ETBS OR TYPE X ADHESIVE/SEALER 15 OPTIONAL ISOLATEK PNTERNATIONAL -TYPE 1, HP, D-CA OR IL TYPE D -C/F, HP, OR 11 INVESTIGATED FOR EXTERIOR USE. TYPE EDS 03 TYPE X *+DI-E51VE/SEALER IS OPTIONAL * BEARING THE UL CLASSIFICATION MARKING U.L. DETAIL #X827 N.T.S. DESIGN NO. U411 NONBEARING WALL RATING — 2HR. U.L. DETAIL #U411 N.T.5. 1, FLOOR AND CEILING RUNNER - (NOT 5HOWN) - 25 MSG (MIN GA 5TEEL. 1 N. HIGH, RETURN LEGS 2 -1/2 114. WIDE (MW) ATTACHED TO FLOOR AND CEILING WITH FASTE ERS 24 IN O.C. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 115G MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMoDATE ( *HALL GAPPING THIGKNE35, ATTACHED TO CEILING *11114 FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL. STUDS - 2 -I/2 IN. WIPE (MIN), 1 -1/4 IN. LEGS, 3/3 IN. RETURN FORMED OF 25 MSG (11)4) GALV STEEL MAX STUD SPACING 24 IN CC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND 3LANKE1 OPTIONAL)- MINERAL WOOL OR GLA55 FIBER BATTS PARTIALLT OR coMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT To WALLBOARD SASE LAYER WITH A MIN 16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EAC41 PIECE AND A STAPLE AT EACH CORNER APPROX 3 IN. FRO EDGES, SEE BATT5 AND BLANKETS ((BZJZ)) CATEGORY FOR NAMES OF MANUFACTURERS, 4. WALLBOARD, GYPSUM* (W1TOHNA1 5/8 IN. THICK, CUTER LAYER PAPER OR VINYL SURFACED, (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1114. LONG TYPE 5 WTEEL S •RE1 SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN, O.C. IN TEN FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS Qf COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.G. JOINTS OF LAMINATED OUTER LATER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 - 5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED Y2 IN. O.C. OPTIONAL (DIRECT ATTACHED SYSTEM), NNER LAYER ATTACHED TO STUDS WITH IIN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN, O,C. IN THE FIEL AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE 51U1D5 OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND AIANG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF SCREW ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS, .1DINT5 OF OUTER LATER MAY BE TAPED OR UNTAPED, 1O1 3/32 IN. THICK GYPSUM VENEER PLASTER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED, BOREAL GYPSUM INC. - TYPE 13G-c DODGE PDG2 OR DON1. CANADIAN GYPSUM CO LTD - TYPES C, 564, 514X, WRX, CELOTEX CORP. - TYI 1 OR FRP CONTINENTAL GYPSUM COMPANY - TYPE CG -3, CG -3 OR GG -c, DOMTTAR GTP5U11 INC. - TYPE 4 5, q, OR C, EAGLE - GYPSUM PRoDUc1s - TYPE Es-c oR EGX -I1. GEORGIA- PACIFIC CORP. - TYPE DGG, GPFS --3, GPFS -6 oR GPF5 - C. JAMES HAROIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE F5W F514 NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TY FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3 PG-5, PG-9 OR PG-C. REPUBLIC GYPSUM CO. - TYPE STANDARD GYPSUM CORP., - TYPE SGC SG OR SGC TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE T TP - 5, VPB -TYPE T. UNITED STATES GYPSUM TYPE AR, C, FCV, IF IP -X2, 55X, 54-0X, WRC, WRX CAR W5X. WESTROC INDUSTRIES LTD, - TYPE WESTRCC FIREBOARD. 4A. WALLBOARD GYPSUM* -(A5 AN ALTERNATE TO ITEM 4) - RCM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH I - 1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2 -I /A IN. LONG TYPE 2 SCREWS FOR OUTER LATER. UNITED STATES GYPSUM CO. - TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. DESIGN NO. X821 RATINGS — 3/4, 1, I -1/2, 2 AND 3 I-1R. TYPICAL 1 U.L. DETAIL #X821 N.T.S. OMITTED TYPICAL 14114X233 IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED ST SPRAYING WITH WATER IN GIVE UNTAMPED COAT TO STEEL SURFACES WHICH ARE FREE OF DIRT, OHL OR SCALE. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAIIPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCP FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES CF 72 AND 19 PCF, RESPECTIVELY, FOR TYPE HP, TAMPING 15 OPTIONAL, FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATIONSECTION, PRECEDING THESE DESIGNS. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME I) RATING HR MIN. THICKNESS -IN. 3 33/5 2 1 9/16 1 1/2 I I/8 !'116. 3/4 5/8 ISOATEX NTERNATIONAL -TYPE 1, FP, D-CIF OR II. TYPE D-C/F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. 2. STEEL COLUMN - MIN SIZE OF COLUMN, 146X16, WITH OUTSIDE DIMENSION OF 6 -14 BY 4 IN., WITH A FLANGE THICKNES5 OF 3/3 IN., A WE13 THICKNE55 OF 1/4 IN. AND A CROS° 5ECTIONAL AREA OF 4.72 5O N. BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. WL1001 NO. F RATINGS -1 FORMERLY 2, 3, AND R (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 MR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400'F -LESS TI-IAN 1 CFM /SQ FT. //, 0 H E m I. WALL ASSEMBLY- THE I, 2, 3, OR 4 FUR FIRE-RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN WE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY A110 SHALL INCLUDE 114E FOLLOWING CONSTRUCTION FEATURES- A, 5TUDS - 144LL FRAMING MAY CONSIST OF EITHER 14000 STUDS (MAX 2HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 M. D.C. WITH NOM 2 BY 4 114. LUMBER END PLATES AND CRO55 BRACES. STEEL STUDS TO SE MIN 3-5/5 IN, WIDE BY 1 -3/8' IN DEEP CHANNELS SPACED MAX 24 IN. OC, F * - i SOLI B. WALLBOARD GYPSUM 1a.+�1 1/2 /B IN IC WIDE W TCH ARE OR TAPERED E5. 711E GYPSUM WALLBOARD TYPE, THICKNESS, NU OF LAYERS, FASTENER TYPE AND sHEET ORIENTATION SHAW. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 13-1/2 IN. 2, PIPE OR CONDUIT -NOM 12 IN. DIA11 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRE sIIRE PIPE, NOM 6 114. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAN (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 114. DIAM (OR SMALLER) TYPE 1. OR (OR HEAVIER ) COPPER TUBING CR NOM I I N DIA FLEXIBLE STEEL CONDUIT. WHEN COP I NG R (OR SMALLER) PER E P P I5 USED, MAX F RATING OF FIRESTOP SYSTEM (1TEM 3) I5 214R. STEEL PIPES OR CONDUITS LARGER THAN 14011 4 IN DIAI1 MAY ONLY 05 USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT I5 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIPLT SUPPORTED CN BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL$- CAULK -CAULK FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY CN 5011H 910E5 OF WALL ASSEMBLY. THE I1cl1RLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN 114IC14 IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP 5Y5T1 15 DEPENDENT UPON THE TYPE OR SITE OF 1143 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL A55BMSLY IN WHICH IT 15 INSTALLED, AS TABULATED 3514: MAX PIPE CR CONDUIT PIAM, IN 4 4 6 I2 ANNULAR SPACE, !N. 0 TO 3/5 1/4 TO 1/2 0 TO 1/4 0 TO I -1/2# 1/4 TO V2 3/6 TO 3/8 RATING, 1 OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 1012 2 T RATING, 1N&. 0 +, I OR 2 3 0R4 0 0 0 0 + WHEN COPPER PIPE 15 USED, T RATING 15 04R. # 0 10 I -I/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 143+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD 15 5/8 IN. FOR IHR RATED WALLS AND 1 -1/4 IN. FOR 2NR RATED WALLS. MINNESOTA MINING 4 MFG. CO. - CP 2514B+, *BEARING THE UL CLASSIFICATION MARKING. 5 U.L. DETAIL #WL1001 N.T.S. DESIGN NO. D902 RESTRAINED ASSEMBLY RATINGS -1, 1 -1/2, 2 AND 3 HR. UNRESTRAINED ASSEMBLY RATINGS -0, 1, 1 -1/2, 2 OR 3 HR. (SEE ITEMS 4 4 6) UNRESTRAINED BEAM RATINGS -1, I -1/2, 2 AND 3 HR. —B SEE ITEM 6 U.L. DETAIL #D902 N.T.S. SECTION A—A SECTION 5 - , 1. 5EAM -- 145X28, MIN SIZE. IA. STEEL JOISTS -- --(NOT 514014N) -A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT Of PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 5.J.I. SPECIFICATIONS FOR A MAX DE51GN 5TRE55 OF 30 K51. T140 TOP CHORDS SHALL CON515T OF TWO ANGLES MEASURING I -1/4 BY 1 -1/4 BY 0:127 IN. THICK, BOTTOM CHORDS SHALL CONSIST OF TWD ROUND BARS MEASURING 0.566 IN, IN D1AM, BEARING PLATES EHALL CONSIST of TWO ANGLES MEASURING I BY 2 BT 0.100 IN. THICK AND 5 -1,16 IN. L0149. WEB MEMBERS SHALL CONSIST OF 0.565 IN, DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN AND 4.9 LB/FT, RESPECTIVELY, I. STEEL JOISTS -(NOT 5110114)-AS AN ALTERNATE TO ITEM I- COMPOSITE DR NONCOMPOSITE AND WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED CR PROVIDED 1.41114 A SHOP COAT OF PAINT. DESIGNED PER S.J.T. SPECIFICATIONS FOR A MAX DESIGN 5TRE55 of 30,000 PSI. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING 1 -1/2 3Y 1 -1/2 131 0.156 IN. THICK. BOTTOM CHORDS 51 4ALL CONSIST OF TWO ROUND BARS MEASURING 0.675 IN. IN DIAN. BEARING PLATES SHALL CONSIST OF 1140 ANGLES MEASURING 2 BY 2 BY 0,142 IN. THICK AND SHALL BE MIN 4 -13/16 IN LONG. THE SECOND WEB MEMBER AT EACH END SHALL CONSIST OF 0, 654 IN 01A11 RDUNO 5AR. ALL REMAINING WEB MEMBERS, INCLUDING THE END 14E3 MEMBERS, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER S.J.I. SPECIFICATIONS 15 REQUIRED WHEN NONCOMPOSITE JOISTS ARE USED. IC, STEEL JOISTS- -(NOT 91 - A5 AN ALTERNATE TO ITEM I COMPOSITE OR NONCOMPOSITE, WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED OR PROVIDED WITH A SHOP COAT of PAINT. DESIGNED PER 5.1.1. SPECIFICATIONS FOR A MAX DESIGN STRESS OF 30,000 P51. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-1/2 3Y 1 -112 BY 0.156 IN. 1141CK. BOTTOM CHORD SHALL CONSIST OF TWO ROUND BARS MEASURING 0475 IN. IN DIA11. THE SECOND WEB 11EMHER AT EACH END SHALL CONSIST OF 0.634 IN. DIAM ROUND EAR. ALL REMAINING WEB MEMBERS, INCLUDING 1H5 E40 WE3 MEM1ER5, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER 5.11. SPECIFICATIONS 15 REQUIRED 1N11EN NONCOMPOSITE JOISTS ARE USED. ID, STEEL JOISTS- -(NOT SHOWN) - A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT OF PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 3.1.1. SPECIPICATION5 FOR A MAX DESIGN STRESS OF 30 K51. THE TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-I/4 5Y I -I/4 BY 0,127 IN. THICK. BOTTOM CHORDS SHALL CONSIST OF T140 ROUND BARS MEASURING 0,566 IN, IN DIAM. SEARING PLATES SHALL CONSIST OF T140 ANGLES MEASURING I -1/2 BY 2 BY 0.183 IN. THICK AND 5 -1/16 IN. LONG. WEB MEMBERS SHALL CONSIST OF 0.565 IN. DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN, AND 4.9 LB/PT RESPECTIVELY. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE OR SILICEOUS AGGREGATE, 3500 P3) COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE OR SLATE AGGREGATE BY ROTARY -KILN METHOD OR EXPANDED CLAY AGGREGATE BY ROTARY - Mg OR sINTEREP -GRATE METHOD, 3000 P51 COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PER CENT ENTRAINED AIR. *WITH 2 AND 3 IN. DEEP STEEL FLOOR UNITS ONLY. 3. WELDED WIRE FABRIC - -6X6 10 /105145. 4. STEEL FLOOR AND FORM UN TS* - COMPOSITE 1 - 112, 1 - 5/8 , 2 OR 3 IN. DEEP GALS UNITS OR 4 -1/2 IN. DEEP NON- COMPOSITE GALS UNITS. FLUTED UNITS MAY 8E PH09/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNIT5 MAT 35 USED: (I) ALL 24, 26, 28 OR 36 IN, WIDE CELLULAR OR PARTIAL CELLULAR. (2) ALL ELUTED. (3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 13/18 15G MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN, Wipe CELLULAR OR PARTIAL CELLULAR. (5) CORRUGATED, NOM 1 -5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. POR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KS*. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 1451. BHP LYSAGHIT- TAIWAN LTD. -24 IN. WIDE TYPE 21424; 36 IN. WIDE TYPES 21436, 31436. BHP STEEL BUILDING PRODUCTS USA INC, -24 IN. WIDE TYPES 21424, 21'4F24, 31424, 314F24, B, BF -24, BR, EMT), BRMOD, N, NF; 30 IN. WIDE TYPE 0 -30, BF -30, BR; 36 IN. WIDE TYPES 21436, 214F36, 31436, 314E36, 13-36; 24 OR 30 IN. WIDE TYPES ASG2, ASC3. BOWMAN METAL DECK/WHEELING CORRUGATING CO. DIV OF WHEELINGPITTSSURGH 5TEEL CORP. -30 IN. WIDE TYPES I -I/2 IN. V -GRIP, 1 - 112 IN. RV -GRIP, 2 IN, VW; 24 IN, WIDE TYPES 1 -1/2 IN. VW4, 3 IN. VW3, I -1/2 IN. V1.13, I -1/2 IN. V142, 212V142 141REWAY, 312VW2WIRElWAY, 203V14- 14IREWAY, 258V14- WIREWAY; 24 OR 32 IN. WIDE TYPES 205V -SNIP, 253V -GRIP; 24 OR. 36 IN. WIDE TYPES 212V-GRIP, 312V -GRIP; 36 IN. WIDE TYPES 212V143- 14IREWAY, 3124143- 14IREWAY. COMPONENTS FOR FIELD - ASSEMBLED CELLULAR METAL RACEWAY UNITS RACEWAY BOTTOM -24 05 36 IN. WIDE TYPES 212V5, 3121/5; 24 OR 36 IN. WIDE TYPES 203V5, 258V5. RACEWAY COVER PLATE - -TYPES CP - 12, CP RACEWAY DIVIDER -TYPES PC-20, DC-25. RACEWAY ISOLATION TROUGH -TYPES T -20, T -25, T -30. CONSOLIDATED SYSTEMS, INC. - 24 IN. WIDE TYPES CFID-2, CFD -3; 24, 30 OR 36 IN. WIDE TYPE CFD-1,51 24 OR 36 IN. WIDE TYPES MAC -LOK 2, MAC -LCK 3; 2.4 94. WIDE TYPES 82C, 32FC, NC, NFC; 30 IN. WIDE, TYPE BBC; 12 IN. WIDE MAC -WAY CELLULAR 45 M*W, 2 -633 MTWA, 3 - 633 MTWA+. 30 IN. WIDE, MAC - CCR TYPE5 I AND 2 DECK W557, INC. -36 IN. WIDE TYPE 0 -D14, INVERTED B -DUG, BA -DH, INVERTED 8A -DUG, 2 -DUG OR 3 -D14. SIDE JOINTS OF TYPE 2 AND 3-014 MAY BE FASTENED TWETHER WITH MIN I IN. LANG N0. 12 X 14 SELF - DRILLING, SELF- TAPPING 5TEEL SCREWS 36 IN. CC. EPIC METALS CORP. -24 IN. WIDE TYPES ECI50, ECI50 INVERTED, 5C300, FC366, FCPI50, EcP300, ECP366, EPICORE A; 30 IN. WIDE TYPES EC8150, EC3R150; 36 IN. WIDE TYPES EC156, EC266, EcP266. GEN5 METALS INC. -12 OR 24 IN. WIDE TYPES LF2, LF3, ROBERTSON, H. H. -QL TYPES, 24 IN. WIDE, 3 OR 3 INVERTED, UKK, 21 OR 21 INVERTED, 2 IN. 99, 121, AKX, NKK, TKX; 24 OR 30 IN. WIDE 5IO4, GIC(14, GKK -A; 36 IN. WIDE 2 IN. 99, AKX, WKX; 12 IN. WIDE NKC, TKC; 12 IN. WIDE NON - COMPOSITE SEC 12. 31DE JOINTS OF q9, 121, TKC, TKK, WKX MAY 55 WELpa) TWETHER 60 IN. cc. SIDE JOINTS OF 99, AKK, WKK, GKK, GKX -A, TKX MAY BE FASTENED TOGETHER WITH MIN 1 IN. LONG N0. 12X14 SELF- DRILLING, SELF- TAPPING STEEL SCREWS 36 IN. CC. ROOF DECK, INC. -36 IN. WIDE TYPE5 LOK- I -I /2, IRK- 1 -1 /2R; 24 IN. WIDE TYPES LOK -2, LOK - 3. TOMAN BUILDING COMPONENTS INC. -24, 30 OR 36 IN. WIDE TYPES LXR - B, LXR -B INVERTED; 24 OR 36 IN. WIDE TYPE LXR -314; 36 IN. WIDE TYPE LXR -214. UNITED STEEL DECK, INC. -12 OR 24 IN, WIDE, TYPES I - I/2, 2, OR 3 IN. LOK -FLOOR AND LOK -FLOOR CELL; 24, 30 OR 36 IN. 1410E, TYPE 1 -1/2 IN. ES-1.0K AND B -LOT. CELL; 24 W. WIDE, TYPES N -LOK AND N -LOK CELL. VERCO MFG., INC.--- FORMLOK TYPES, 24 OR 36 IN, WIDE, W2 AND 143; 24 OR 36 IN. WIDE, 0, BR; 24 IN. WIDE, N; 30 IN. 3, BR; 12 IN. WIDE 142 OR 143 UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE W2 OR 143, RESPECTIVELY. VW-CRAFT, DIV. OF NUCOR CORP. -24, 30 OR 36 IN. WIDE, TYPE 1.5 VL, 1,5VLI, .5VLP1 24 OR 36 IN. WIDE, TYPES 2VLI, 3VLI, 2VLP, 3VLP. WALKER 315TET15 INC. -24 IN, NIDE, TYPES 2 OR 3 IN, WDR; HI -BOND TYPES, 24 IN. WIDE, B, BF, ER, I 5/8NF, 1 - 5/8NFSUB5, 9, 5R, 3N, 3NF, 31 16, 30, 31 OR 32 IN. WIDE 2V, 2VSUBV, 3V, 3VSUEV; 16, 18, 20 OR 22 IN. WIDE 3N.51J132FSIJBMM AND 24 IN. WIDE 3N5UBLFSUBM ONLY IN BLEND 141114 ONE OR MORE BV UNITS. WHEELING CORRUGATING CO., DIV OF WHEELING-PITTSBURGH STEEL CORP. -30 IN. WIDE TYPES SE- 316LF, -150, -150N, - 150NR, -ISQR; 24 IN. WIDE TYPE 5B - 200, -300, 93 316LF, - 133LF, P2ILF, -P31LF OR - P35LF; 12 IN. WIDE TYPE 50 -P2ILF OR 58-P3ILF; 35 11 WIDE TYPES 50- 816LF, - F2ILF, - P3ILF, LOCK FORM TYPE, 24, 30 OR 36 IN. WIDE TYPES 016LF, 5161-ENV; 24 IN. WIDE TYPES P34LF, P3ALFNV; 12, 24 OR 36 IN. WIDE TYPES C2OLF, C30LF, C3ILF, P20LF, P30LF, P3ILF; 30 114. WIDE TYPES TBI25 AND TB200, UNITS MAT 8E PHOS/PTD. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. CC FOR 12, 24, 36 114, 1112E 01115, FOUR WELDS PER SHEET FOR 30 IN. WIPE UNITS. 6 IN. CC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNI F55 SPECIFIED OTHERWISE FOR SPECIFIC UNITS TYPES, ADJACENT UNITS BUTTON- PUNCHED OR WELDED TOGETHER 36 IN, OC ALONG SIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. CC MAX. +12 IN. WIDE, I -1/2 IN DBE? ■1AC -WAY UNITS MAY BE BLENDED 141114 24 IN. WIDE 82C OR 30 IN WIDE 03C UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNIT5. 12 IN. WIDE, 2 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE MAC -LOCK UNITS IN A BLEND OF CONE CELL TO ONE OR MORE FLUTED UNITS. 12 114. NIDE, 3 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN, WIDE MAC -LOCK 3 UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNITS. THE SIDE EDGE OF THE FLUTED UNITS I5 PLACED ON THE TOP OF THE SIDE EDGE OF THE MAC UNIT AND 1145 TWO ARE WELDED TOGETHER WITH WELDING WASHERS SPACED A MAX. OF 52 IN. CC FOR MAC -LOCK 2 OR 3 UNITS AND A MAX OF, 24 IN. OC FOR THE 82C OR 53C UNITS. ALTERNATE CONs1R1JC71GN -- NONCOMPOSITE UNITS OF THE SAME TYPE LISTED ABOVE MAY BE USED PROVIDED ALLOWABLE LOADING 15 CALCULATED ON THE BASIS OF NONCOMPOSITE DESIGN. THROUGH © THE UNRE5TRA1NED ASSEMBLY RATING 15 EQUAL TO TH5 UNRESTRAINED BEAM RATING (SEE ITEM 6) FOR A MAX 3 HR AND 15 LIMITED TO THE FOLLOWING UNITS AND LIMITATICN5: (A) I -1/2, 2 AND 3 114, DEEP, 24 IN. WIDE, 22 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN7, BN, (5) 1-1/2, 2 FT AND I 3 IN. DEEP, 24 IN. WIDE, 20 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN 8 FT, 8 IN, (C) 1 - 1/2 AND 2 IN. DEEP, 24 IN. WIDE, 16 MSG OR THICKER FLUTED AND 18/13 115G OR THICKER CELLULAR WITH CLEAR SPANS NOT MORE THAN R FT, 11 IN. (0) 3 IN. DEEP, 36 IN. WIPE, 18 MSG OR THICKER FLUTED AND 24 IN. WIDE, 20/18 MSG OR THICKER CELLULAR 141T11 CLEAR 5PAN5 NOT MORE THAN 13 FT, 2 IN. FOR ASSEMBLIES UTILIZING 3 - 1/4 IN. LIGHTWEIGHT CONCRETE TOPPING W1TN A MAX RESTRAINED ASSEMBLY RATING OF 2 HR, THE UNRESTRAINED ASSEMBLY RATING 15 EQUAL TO THE UNRESTRAINED BEAM INATING (SEE ITEM 6) AND 15 LIMITED TO THE FOLLOWING FLOOR UNITS AND 5PAN5: (A) 1 -1/2, 2 AND 3 114. DEEP, 24 CR 36 IN. WIDE, 22 MSG FLUTED AND 20/20 MEG CF. 1 1 *LAR WITH CLEAR 5PAN5 140T MORE THAN 9 FT, 6 W. (5) (B) 2 AND 3 IN. DEEP, 24 CR 36 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 10 FT, 0 IN. (C) 3 IN_ DE5P, 24 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 13 FT, 2 IN. 5. JOINT COVER-(USE WITH FLUTER UNITS OPTIONAL -NOT 51401414) -2 IN. WIPE CLOTH ADHESIVE TAPE APPLIED FOLLOWING THE CONTOUR OF THE UNIT5, 6A. SPRAT- APPLIED FIRE RESISTIVE MATERIALS$- APPLIED BY SPRAYING WITH WATER, 111 ONE COAT TO A FINAL THICKNESS AS 5H0✓JN ABOVE AND 114 TABLE 511.OW TO STEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED IS BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE 10P FLANGE OF 1145 51551. SEAM SHALL BE FILLED. WHEN FLUTED STEEL DECK IS USED AND THE 5TEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE 5TEEL BEAM SHALL BE PLUGGED. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAMPED DENSITY 15 13 PCF W1114 MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES I, II, OR PC/F. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF, RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL, FOR METHOD OF 0EN311 T DETERMINATION, REFER TO DESIGN INFORMATION SECTION, THE T111CKNE55 OF THE SPRAY - APPLIED FIRE RESISTIVE MATERIALS ON 7H5 STRUCTURAL MEMBERS (ITEM I, IA, OR 10) SHALL BE AS FOLLOWS, 54 11415 THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED WER 3 IN, LIGHTWEIGHT CONCRETE TOPPING, * MAT BE REDUCED TO 3/4 IN. FOR THE I -1/2 HR UNRESTRAINED BEAM RATING WHEN THE MATERIAL 15 SPRAYED 2 IN, 5E1010 THE 55AMS'5 TOP FLANGE AND N0 REDUCTION IN THICKNESS IS MADE AT 714E TIPS OF THE BOTTOM FLANGE. + THICKNESS OF SPRAY-APPLIED PIKE RE515TIVE MATERIALS MAY BE REDUCED TO ONE HALF OF 71115 THIG01E55 ON THE LOWER FLANGE TIPS OF THE STEEL BEAM. CIL GROUP LTD. -TYPE D -C/F OR TYPE II. TYPE EB5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. ISOLATEK INTERNATIONAL -TYPE P -C/F, H P OR I, TYPE II, TYPE EH5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. 6B. SPRAY- APPLIED FIRE RESISTIVE MATERIALS *-ALTERNATE TO ITEM HA. 5E5 TABLE BELOW FOR APPROPRIATE THICKNESSES. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED I5 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED STEEL PECK 15 0550 AND THE STEEL BEAM 13 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM 514ALL BE PLUGGED. PREPARED BY MIXING WITH WATER AND SPRAY APPLIED IN ONE OR MORE COATS TO 5EAM SURFACES W41C1 MUST 135 CLEAN AND FREE OF DIRT, LOO5E SCALE AND OIL. MIN AVERAGE DENSITY OF 17.5 PCF WITH MIN INDIVIDUAL VALUE OF 17,0 PCF. FOR MET400 OF DENSITY DETERMINATION, SEE DESIGN INFORMATION 55011014, SPRAYED MATERIAL. * 114I5 THICKNESS APPLIES WHEN OPTIONAL 11E115 12, 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 280. ISOLATEK INTERNATIONAL -TYPE 280. 6C. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - ALTERNATE TO ITEM 6A OR 68. APPLIED BY MIXING WITH WATER ACCORDING, TO INSTRUCTIONS ON EACH BAG OF MATERIAL. MIXTURE CAN BE SPRAY OR TROWEL APPLIED IN ONE 0R MORE COATS. 714E THICKNE55 OF THE MIXTURE 15 DEPENDENT ON THE TYPE OF FLOOR UNIT. SEE TABLE BELOW FOR APPROPRIATE THICKNE55. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THIGONE55 5E1 -ECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHAW_ BE FILLED. WHEN FLUTED STEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNE55E5 APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND 145 TOP FLANGE OF 145 STEEL BEAM SHALL BE PLUGGED. THE STEEL SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL, MINIMUM AVERAGE DENSITY OF 38 PCF AND MINIMUM INDIVIDUAL DENSITY OF 35 PCF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION sEGTION, SPRAYED MATERIAL. 5 THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE U5EP OVER 3 -1/4 IN LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 800. INVESTIGATED FOR EXTERIOR USE. ISOLATEK INTERNATIONAL - -TYPE 800. INVESTIGATED FOR EXTERIOR USE. 6D, SPRAY APPLIW FIRE RE515TIVE MATERIALS* -- ALTERNATE TO ITEMS 6A, 6B OR 60. APPLIED BY MIXING WITH WATER IN ACCORDANCE WITH INSTRUCTIONS ON EACH BAG A140 APPLIED IN ONE OR MORE COATS TO A FINAL THICKNESS AS SHOWN IN TABLE 85-01 TO 5TEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THICKNESS SELECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED 5TEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL 135 PLUGGED. MIN AVERAGE AND MIN INDIVIDUAL DENSITY 15 19 AND I7 PCF, RESPECTIVELY, FoR TYPES 300 AND 5E1. MIN AVERAGE AND MIN INDIVIDUAL DENSITY OF 25 AND 22 PCF, RESPECTIVELY, FOR TYPE 400. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION. THE THICKNESS OF THE MATERIAL ON TH5 STRUCTURAL M5*ISSJR.5 (ITEM 1, IC, OR 10) SHALL BE AS FOLLOWS: THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 300. ISOLATEK INTERNATIONAL—TYPE 300, TYPE 400 OR TYPE 35. 7. SHEAR CONNECTOR STUDS- OPTIONAL--STUDS, 3/4 IN. DIAM BT 3 IN. LONG, FOR 1 -1/2 IN. DEEP FORM UNITS TO 5 -1 /4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF 714E BEAM THROUGH THE STEEL FORI1 UNIT5. 3. LATH HANGER -(NOT 5110WN) -GALS 5TEEL 6 914G MIN DAM SPACED 27 IN. 0. C.. 9. CLIPS -(NOT SHOWN)-N0. 24 MSG SPRING STEEL PUSHED ON TO TOP AND BOTTOM FLANGES OF BEAM SPACED 6 IN. 0. C. MAX. 10. METAL LATH -(NOT 514011N) -3/8 IN. DIAMOND ME5H OR RIB LATH, 3,4 L85 PER SO YD EXPANDED 5TEEL ATTACHED TO BEAM WITH CLIPS SPACED 6 114. 0. C, MAX; OR TIED TO LATH HANGERS WITH 18 5WG GALS STEEL WIRE SPACED 6 IN. P.C. MAX. 11. ELECTRICAL INSERTS-(NOT 31401N) CLASSIFIED A5 'OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE',* (I) RACEWAY COMPONENTS, INC, (RESTRAINED ASSEMBLY RATING 15 2 HR OR L555 WITH TYPES FA250, -300, -400 OR -450 AFTER SET INSERTS.) AA 551 INSERT MAY BE INSTALLED 014 ANY I -1/2, 2 OR 3 IN. DEEP CELLULAR FLOOR UNITS SPECIFIED UNDER ITEM 3, EXCEPT 12 IN, WIDE UNITS WITH CELL WIDTH EXCEEDING 7 -1/4 IN. SPACING SHAD- 5E NO MORE THAN ONE INSERT IN EACH 20 50 FT OF FLOOR AREA IN EACH SPAN WITH INSERTS SPACED NO CLOSER THAN 24 IN. 0.0. MAX RACEWAY COMPONENTS, INC. -TYPES FA250, -300, -400 OR - 450 AFTER 5ET ELECTRICAL INSERT WITH SUFFIX PP -C, P-C OR 1-0 SERVICE FITTING5. TYPE APA -375 -C FITTINGS USED FOR ABANDONMENT OF INSERT. 12. MINERAL AND FIBERBOARDS * - (OPTIONAL, NOT SHOWN). APPLIED OVER CONCRETE FLOOR WITH NO RESTRICTION ON BOARD THICKNESS. WHEN MINERAL AND FIBER BOARDS ARE USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED By A MINIMUM OF 1/2 HR. SEE MINERAL AND FIBER BOARD (CERZ) CATEGORY FOR NA11E5 05 MANUFACTURERS. 13. FOAMED PLASTIC* -(OPTIONAL, NOT SHOWN). CONSISTING OF POLTISCCYANURATE OR URETHANE ROOF INSULATIONS. APPLIED OVER CONCRETE FLOOR WITH 140 RESTRICTIONS CAN THICKNESS. LINEN POLYISOCYANURATE OR URETHANE INSULATION I5 USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED BY A MINIMUM OF I/2 HR. SEE FOAMED PLASTIC (COM) FOR LIST OF MANUFACTURERS. 14. INSULATING CONCRETE - (OPTIONAL, NOT SHOWN) - VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED AS FOLLOWS: A. VERMICULITE CONCRETE - BLEND 6 TO 8 OJ FT OF VERMICULITE /GGREGATE* TO q4 LB PORTLAND CEMENT AND AIR ENTRAINING AGENT. MIN THICKNESS OF 2 IN. AS MEASURED TO THE TOP SURFACE OF THE STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM 13) WHEN IT 15 USED. 555 VERMICULITE AGGREGATE (CM) CATEGORY FUR NAMES 0 CLASSIFIED COMPANIES. 5. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURERS SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY MIN COMPRESSIVE STRENGTH OF IRO P51 AS DETERMINED WITH A5TM C495 -66. _ CELCORE INC. -CAST DRY DE1J51TY OF 31 (+ OR - 3.0) PCF. CELTUFOAM CONCRETE SYSTEMS -CAST DRY DENSITY OF 30 (+ OR - 3.0) PCF. ELASTIZELL CORP. or AMERICA -TYPE II, WITH A CAST DR/ DENSITY OF 3q (+ OR - 3.0) PCF. LITE - CRETE 114c, DENSITY OF 29 (4 OR -) 3.0 PCF. 51PTA51 INC, - MIX HI, CA5T DRY PENSITY OF 32 (+ OR - ) 3 PCF. SIPLAST INC.-MIX 42, CAST DRY DENSITY OF 36 (+ OR - 3 PCF. C. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURE'S APPLICATION INSTRUCTIONS,, CAST DRY PEN5ITY OF 33 (+ OR -) 3 PCF AND 28 DAY COMPRESSIVE STRENGTH OF MIN 250 551 AS DETERMINED IN ACCORDANCE WITH ASTM 0495 -86. ELASTIZELL CORP. OF AMERICA 11, MIX 51 OF CAST DRY DENSITY 39 (+ OR - 3.0 PCF, MIX #2 OF CA5T DRY DENSITY 40 (+ OR -) 5.0 PCF, MIX 33 OF CAST PRY DENSITY 47 (+ OR - 3.0 PCF. SIPLAST INC, - MIX #3. D. PERLITE CONCRETE - 6 Cu FT OF PERLITE AGGREGATE* TO 94 LE OF PORTLAND CEMENT AND I-V2 PT AIR ENTRAINING AGENT. MIN THICKNESS 2 IN. AS MEASURED TO THE 70P SURFACE of STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM I5A) WHEN IT IS USED. SEE PERLITE AGGREGATE (CFFX) IN FIRE RESISTANCE DIRECTORY FOR NAMES OE CLASSIFIED COMPANIES. 15. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN)-FOR USE ONLT 141114 VERMICULITE (11511 14A) OR CELLULAR (ITEM 141) CONCRETES -RIGID POLYSTYRENE FOAMED PLASTIC INSULATION HAVING SLOTS AMID/OR HOLES SANDWICHED BETWEEN VERMICULITE CONCRETE SLURRY WHICH IS APPLIED TO THE NORMAL OR LIGHTWEIGHT CONCRETE SURFACE AND VERMICULITE CONCRETE TOPPING (ITEM 14A). MAX THICKNESS TO BE 8 IN. SEE FOAMED PLASTIC* (FRYX) CATEGORY IN BUILDING MATERIAL-5 DIRECTORY OR FOAMED PLASTIC* (CCVW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. 15A.FOAMED PLASTIC* -(NOT SHOWN) -FOR USE ONLY WITH CELLULAR OR PERLITE CONCRETE. NOMINAL 24 BY 48 BY MAX 8 IN. THICK POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS HAVING A DENSITY OF 1.0 (+ OR - 0.1) PCB, ENCAPSULATED WITHIN CONCRETE TOPPING. EACH INSULATION BOARD SHALL CONTAIN SIX NOMINAL 3 IN. DIAMETER HOLES ORIENTED IN T40 ROWS OF THREE HOLES EACH WITH 11-15 HOLE5 SPACED 12 IN. OC TRANSVERSELY AND 16 IN. OC LONGITUDINALLY. SEE FOAMED PLASTIC* (BRYX) CATEGORY IN BUILDING MATERIALS DIRECTORY OR FOAMED PLASTIC* (CCYW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIE5, 16. ROOF COVERING MATERIALS* ---(0P710NAL, NOT SHOWN) - CONSISTING OF MATERIALS COMPATIBLE WITH INSULATIONS DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE BUILT-UP ROOF COVERING MATERIALS IN BUILDING MATERIALS DIRECTORY. *BEARING THE UL CLASSIFICATION MARKING < `ate � ,•�- ,bt` `e L .+ C AW A OMITTED A 5. W-SHAPED COLUMNS MIN COLUMN SITE 144313 146x15.5 1410x4'* T5 4 BY4 BY 0.188 TS3BY8 BY 0,250 C *BEARING THE UL CLASSIFICATION MARKING. L. DETAIL #U465 N.T.S. DESIGN NO. X528 RATINGS - 1, 2, AND 3 I-1R. D CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. STEEL COLUMN MIN SIZES OF W- SHAPED A10 TUBULAR STEEL COLUMNS WHICH APPEAR IN THE AISC STEEL CONSTRUCTION MANUAL A5 SHOWN UNDER 113M 2. 2. WALLBOARD, GYP5U1* - FOR 1HR RATING, ANY 5/8 IN. OR V2 IN. 11-110K GTPSUM WALLBOARD CLASSIFIED FOR USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2145 AND 3145 RATINGS, ANT 5/3 N. oR V2 IN. THICK GYPSUM WALLBOARD CLASSIFIED FOR USE 114 OTHER 2145, 3145, OR 41415 COLUMN DESIGNS. MIN TOTAL THICKNESS OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS. RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS 2 3 IHR 214R 314E TOTAL THICKNESS (IN.) 1 - 1/2 2 -1/4 B C D 1 -1/2 2 -1/4 B C D I -1/5 1 -7/8 A B C TUBE SHAPED COLUMNS 1 1 -5/8 2 -1/2 B C D 5/8 I -5/8 2 -1/2 A C D APPLIED IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. !BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINT5, SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. 2A. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 21 RATING, 1 - 1/2 IN. TOTAL TNIUCNESS, INSTALLED IN ACCORDANCE 141TH CORNER DETAIL 5. FOR 314R RATING, 2 - 1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINTS. UNITED STATES GTF'SUM CO. - ULTRA000E OR TYPE 15 - 53. 5. STEEL STUD 1 - 5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/16 IN LEGS HAVING A i/4 IN, FOLDED FLANGE, FABRICATED PROM NO, 25 MSG GALV STEEL. LENGTH TO BE I/2 IN. LESS THAN THE ASSEMBLY H51514T. 4. CORNER BEADS - NO. 28 MSG GALV 5TEEL, 1 - 1/2 IN. LEGS TO 55 ATTACHED TO THE WALLBOARD WITH N0. 6 8Y 1 . RW5 12 IN. OC MAX 5. TIE WIRE - N 5C 18 5 STEEL SPACED WIRE SP ACED 2 4 IN. OC USED WITH SECOND LAYER OF WALLBOARD. 6. SCREWS - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO 135 N0. 6 BY I IN. (OR 1 -1/4 IN. FOR 3/4 IN THICK WALLBOARD) PHILLIPS HEAD SELF- DRILLING, SELF- TAPPING DOUBLE LEAD 5CREW5 SPACED 24 IN. OC FOR ATTACHING 5500N0 LATER OF WALLBOARD TO STEEL STUDS AND FOURTH LATER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO BE N0. 3. BY 1 - 3/4 IN. (OR 2 - 1/4 IN, FOR 3/4 IN, THICK WALLBOARD) STEEL SCREWS OF THE SAME TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LATER OF WALLBOARD TO STEEL 5TU05 TO BE N0. 8 BY 2 -V4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. CC. 7, FINISHING SYSTEM - (NOT SHOWN) - .JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNE55 OF 1 /16 IN. Cy ' U.L. DETAIL #X528 N .T.S . 1, 2 AND 3HR RATED COLUMN WRAP DESIGN NO. U465 NONBEARING WALL RATING - IHR. I. FLOOR AND CEILING RUNNERS -(1407 5HoWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, FORMED FROM N0. 25 1155 (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 114. O.C. MAX. IA. AS AN ALTERNATE TO TT1T1 1 CEILING RUNNER* MSG MIN GALV STEEL WIDTH TO ACCOMODATE 5TUD, WITH 3 OR 4 IN. LEGS 0555E1 AT MIDPOINT 5/3 IN. TO ACCOMO0ATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. 0.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4' IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/3 IN. WIDE (MIN), I-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMEn FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS+- (OPTIONAL)- MINERAL WOOD oR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (EZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. .4. WALLBOARD GYP5UM* I1. THICK, 4 5T. WIDE, ATTACHED TO 5TEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS OR1ENTED VERTICALLY AND STAGGERED ON OPPOSITE 51DE5 OF 745 ASSEMBLY. 1414514 ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE 154-0. CANADIAN GYPSUM CO, LTD - TYPES C, SOX, SHX, 14RX, CONTINENTAL GYPSUM COMPANY - TYPE CG - C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. GEORGIA-PACIFIC CORD„ GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -C. NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPE F3K -G, F5W-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR 145 PASCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYP51M CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE 3G TEMPLE - INLAND FORE51 PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYP5UM 00. - TYPE AR, 0, 15-X2, SE;‹, 511X, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTRCC FIREEOARD. 4A WALLBOARD, GYPSUM AN ALTERNATE TO 11511 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED A5 DESCRIBED IN ITEM 4 WITH SCREW L174711 INCREASED TO I -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN THICK INSTALLED As *E50RI5E0 IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 145X. .101141 TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND 5CRE4 HEAPS; PAPER TAPS, 2 114. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PATER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD_ JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 31.1OWN) RESILIENT 25 M5G GALV 5TEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 114. CC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W111-1 V2 IN. LONG TYPE 5-12 PAN -HEAD 5TEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1HR RATED TENANT SEPERATION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER ti 9 m ti 0 co 0 0 SHEET ti 0 1- 0 0 2 M Z 4 6 Z 7087 \ RE,,..11SIERED ARCHITECT WILLIAM $WARD ABBOT ST .. 1NGTON Vi 1 ' .?) `c 1 11060390603 Y 0 4 re e 1 0 PROTECTION MATERIAL THICKNESS ON STRUCTURAL MEMBER, IN. RESTRAINED ASSEMBLY RATING, HR UNRESTRAINED BEAM RATING HR BEAM WHEN DECK I5 ALL FLUTED BEAM WHEN DECK 15 BLEND OR ALL CELLULAR JOIST (ITEM IC OR ID) WHEN DECK 15 FLUTED, CELLULAR OR BLEND 1 I 5/16, 7/16* 5/16, 7116* 9/18 1-1/2 1 5/16, 7/16$ 5/18, 7/16* 1 2 1 5/16, 7/16* 5/16, 7/16* 1 -3/8 2 2 11/16 13/16 1 -3/8 2 3 I -1 /16 1-5 /16 2 -1/4 3 1 -1/2 1/2 q/16 2 -1/4 3 2 11/16 3 /16 2 -1/4 3 3 1 -1 /16 1-5 /16 2 -1/4 REFER TO DETAILS AND WALL SCHEDULES IN THIS SET FOR WALL FRAMING SIZE AND SPACING. STUD SIZE AND SPACING INDICATED IN THESE DETAILS IS PER U.L. AND MAY NOT BE ADEQUATE PER STRUCTURAL REQUIREMENTS. DESIGN NO. X827 RATINGS — 1, 1 -1/2, 2, 3 AND 4 HR. 1. STED. PIPE 03 TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAMETER (ID) RANGING FROM A MINIMUM OF 3 IN To A MNGMUM of 32 IN, WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL 50UAR9 OR RECTANGULAR TUBE (5T) WITH OUTSIDE WALL DIMEN51CM5 RANGING FROM MINIMUM 3 N. TO A MAXIMUM OF 36 IN. AND A MINIMUM WALL THICKNESS OF 3/16 IN. THE A/P RATIO OF THE STEEL PIPE OR TUBE (5EE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - APPLIED 0Y SPRAYING WITH WATER IN ONE OR MORE 1JNTAMPED COATS AT THE THICKNESS 5HOY41 IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 13 OFTl*NAL, MIN AVG UNTAMPED DENSITY ' , 13 PCF WITH 11111 1140 UNTAMPED DENSITY OF 11 PCF FOR TYPE D -C/F OR 11. MIN AVG UNTAMPED DENSITY 15 14 PCF WITH MIN IND UNTAMPED DENSITY OF a POF FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND W PCP, RESPECTIVELY, FOR TYPE HP, TAMPING I5 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DE5IGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) THE THICKNESS OF SPRAYED FOR RATINGS OF I, 1 -1M, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAY SE DETERMINED SY THE EQUATION. R - 0.33 1.1- 3.58 (A/P) WHERE. R IS THE HOUR RATING (HRS.) H 15 THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN_ A 15 THE CROSS SECTIONAL AREA (50 IN.) P 15 THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY. T(D -T) A/P. D WHERE. D 15 1145 OUTER DIAMETER OF T11E PIPE (¢N,) T 15 THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE 15 DETERMINED BY, T(A +B-2T) A/P- A+0 WHERE: A 15 THE OUTER WIDTH OF THE TUBE (1N.) B LS THE OUTER LENGTH OF THE TITRE (IN.) T LS THE WALL THICKNESS OF T148 TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, TH. .IINIMUM THICKNESS OF SPRAY-APPLIED FIRE RESISTIVE MATERAL5 REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY DE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM T14lCKNE55 COLUMN 513E A/P IH I -1/214 214 314 414 5P 3X0.108 0.18 1 I -3/4 2 -9/16 - ST 33333.183 0.16 1 1 -3/4 2-9/16 - 5P 4X0.237 0.22 13/16 1 -7/16 2-3/16 3-3/5 5T 434X0.188 0.18 1 1-9/16 2 -3/16 5T +114110375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X240.5 0.49 3/8 7/16 11/16 1-1/5 1 -5/5 CIL GROUP LTD. - TYPE P-C/F OR TYPE 11. INVESTIGATED FOR EXTERIOR USE. TYPE ETBS OR TYPE X ADHESIVE/SEALER 15 OPTIONAL ISOLATEK PNTERNATIONAL -TYPE 1, HP, D-CA OR IL TYPE D -C/F, HP, OR 11 INVESTIGATED FOR EXTERIOR USE. TYPE EDS 03 TYPE X *+DI-E51VE/SEALER IS OPTIONAL * BEARING THE UL CLASSIFICATION MARKING U.L. DETAIL #X827 N.T.S. DESIGN NO. U411 NONBEARING WALL RATING — 2HR. U.L. DETAIL #U411 N.T.5. 1, FLOOR AND CEILING RUNNER - (NOT 5HOWN) - 25 MSG (MIN GA 5TEEL. 1 N. HIGH, RETURN LEGS 2 -1/2 114. WIDE (MW) ATTACHED TO FLOOR AND CEILING WITH FASTE ERS 24 IN O.C. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 115G MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMoDATE ( *HALL GAPPING THIGKNE35, ATTACHED TO CEILING *11114 FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL. STUDS - 2 -I/2 IN. WIPE (MIN), 1 -1/4 IN. LEGS, 3/3 IN. RETURN FORMED OF 25 MSG (11)4) GALV STEEL MAX STUD SPACING 24 IN CC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND 3LANKE1 OPTIONAL)- MINERAL WOOL OR GLA55 FIBER BATTS PARTIALLT OR coMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT To WALLBOARD SASE LAYER WITH A MIN 16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EAC41 PIECE AND A STAPLE AT EACH CORNER APPROX 3 IN. FRO EDGES, SEE BATT5 AND BLANKETS ((BZJZ)) CATEGORY FOR NAMES OF MANUFACTURERS, 4. WALLBOARD, GYPSUM* (W1TOHNA1 5/8 IN. THICK, CUTER LAYER PAPER OR VINYL SURFACED, (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1114. LONG TYPE 5 WTEEL S •RE1 SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN, O.C. IN TEN FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS Qf COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.G. JOINTS OF LAMINATED OUTER LATER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 - 5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED Y2 IN. O.C. OPTIONAL (DIRECT ATTACHED SYSTEM), NNER LAYER ATTACHED TO STUDS WITH IIN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN, O,C. IN THE FIEL AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE 51U1D5 OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND AIANG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF SCREW ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS, .1DINT5 OF OUTER LATER MAY BE TAPED OR UNTAPED, 1O1 3/32 IN. THICK GYPSUM VENEER PLASTER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED, BOREAL GYPSUM INC. - TYPE 13G-c DODGE PDG2 OR DON1. CANADIAN GYPSUM CO LTD - TYPES C, 564, 514X, WRX, CELOTEX CORP. - TYI 1 OR FRP CONTINENTAL GYPSUM COMPANY - TYPE CG -3, CG -3 OR GG -c, DOMTTAR GTP5U11 INC. - TYPE 4 5, q, OR C, EAGLE - GYPSUM PRoDUc1s - TYPE Es-c oR EGX -I1. GEORGIA- PACIFIC CORP. - TYPE DGG, GPFS --3, GPFS -6 oR GPF5 - C. JAMES HAROIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE F5W F514 NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TY FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3 PG-5, PG-9 OR PG-C. REPUBLIC GYPSUM CO. - TYPE STANDARD GYPSUM CORP., - TYPE SGC SG OR SGC TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE T TP - 5, VPB -TYPE T. UNITED STATES GYPSUM TYPE AR, C, FCV, IF IP -X2, 55X, 54-0X, WRC, WRX CAR W5X. WESTROC INDUSTRIES LTD, - TYPE WESTRCC FIREBOARD. 4A. WALLBOARD GYPSUM* -(A5 AN ALTERNATE TO ITEM 4) - RCM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH I - 1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2 -I /A IN. LONG TYPE 2 SCREWS FOR OUTER LATER. UNITED STATES GYPSUM CO. - TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. DESIGN NO. X821 RATINGS — 3/4, 1, I -1/2, 2 AND 3 I-1R. TYPICAL 1 U.L. DETAIL #X821 N.T.S. OMITTED TYPICAL 14114X233 IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED ST SPRAYING WITH WATER IN GIVE UNTAMPED COAT TO STEEL SURFACES WHICH ARE FREE OF DIRT, OHL OR SCALE. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAIIPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCP FOR TYPE 1. MIN AVG AND MIN IND UNTAMPED DENSITIES CF 72 AND 19 PCF, RESPECTIVELY, FOR TYPE HP, TAMPING 15 OPTIONAL, FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATIONSECTION, PRECEDING THESE DESIGNS. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME I) RATING HR MIN. THICKNESS -IN. 3 33/5 2 1 9/16 1 1/2 I I/8 !'116. 3/4 5/8 ISOATEX NTERNATIONAL -TYPE 1, FP, D-CIF OR II. TYPE D-C/F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. 2. STEEL COLUMN - MIN SIZE OF COLUMN, 146X16, WITH OUTSIDE DIMENSION OF 6 -14 BY 4 IN., WITH A FLANGE THICKNES5 OF 3/3 IN., A WE13 THICKNE55 OF 1/4 IN. AND A CROS° 5ECTIONAL AREA OF 4.72 5O N. BEARING THE UL CLASSIFICATION MARKING SYSTEM NO. WL1001 NO. F RATINGS -1 FORMERLY 2, 3, AND R (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 MR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400'F -LESS TI-IAN 1 CFM /SQ FT. //, 0 H E m I. WALL ASSEMBLY- THE I, 2, 3, OR 4 FUR FIRE-RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN WE MANNER DESCRIBED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY A110 SHALL INCLUDE 114E FOLLOWING CONSTRUCTION FEATURES- A, 5TUDS - 144LL FRAMING MAY CONSIST OF EITHER 14000 STUDS (MAX 2HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 M. D.C. WITH NOM 2 BY 4 114. LUMBER END PLATES AND CRO55 BRACES. STEEL STUDS TO SE MIN 3-5/5 IN, WIDE BY 1 -3/8' IN DEEP CHANNELS SPACED MAX 24 IN. OC, F * - i SOLI B. WALLBOARD GYPSUM 1a.+�1 1/2 /B IN IC WIDE W TCH ARE OR TAPERED E5. 711E GYPSUM WALLBOARD TYPE, THICKNESS, NU OF LAYERS, FASTENER TYPE AND sHEET ORIENTATION SHAW. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING 15 13-1/2 IN. 2, PIPE OR CONDUIT -NOM 12 IN. DIA11 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRE sIIRE PIPE, NOM 6 114. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAN (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 114. DIAM (OR SMALLER) TYPE 1. OR (OR HEAVIER ) COPPER TUBING CR NOM I I N DIA FLEXIBLE STEEL CONDUIT. WHEN COP I NG R (OR SMALLER) PER E P P I5 USED, MAX F RATING OF FIRESTOP SYSTEM (1TEM 3) I5 214R. STEEL PIPES OR CONDUITS LARGER THAN 14011 4 IN DIAI1 MAY ONLY 05 USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT I5 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIPLT SUPPORTED CN BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL$- CAULK -CAULK FILL MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY CN 5011H 910E5 OF WALL ASSEMBLY. THE I1cl1RLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN 114IC14 IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP 5Y5T1 15 DEPENDENT UPON THE TYPE OR SITE OF 1143 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL A55BMSLY IN WHICH IT 15 INSTALLED, AS TABULATED 3514: MAX PIPE CR CONDUIT PIAM, IN 4 4 6 I2 ANNULAR SPACE, !N. 0 TO 3/5 1/4 TO 1/2 0 TO 1/4 0 TO I -1/2# 1/4 TO V2 3/6 TO 3/8 RATING, 1 OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 1012 2 T RATING, 1N&. 0 +, I OR 2 3 0R4 0 0 0 0 + WHEN COPPER PIPE 15 USED, T RATING 15 04R. # 0 10 I -I/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 143+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD 15 5/8 IN. FOR IHR RATED WALLS AND 1 -1/4 IN. FOR 2NR RATED WALLS. MINNESOTA MINING 4 MFG. CO. - CP 2514B+, *BEARING THE UL CLASSIFICATION MARKING. 5 U.L. DETAIL #WL1001 N.T.S. DESIGN NO. D902 RESTRAINED ASSEMBLY RATINGS -1, 1 -1/2, 2 AND 3 HR. UNRESTRAINED ASSEMBLY RATINGS -0, 1, 1 -1/2, 2 OR 3 HR. (SEE ITEMS 4 4 6) UNRESTRAINED BEAM RATINGS -1, I -1/2, 2 AND 3 HR. —B SEE ITEM 6 U.L. DETAIL #D902 N.T.S. SECTION A—A SECTION 5 - , 1. 5EAM -- 145X28, MIN SIZE. IA. STEEL JOISTS -- --(NOT 514014N) -A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT Of PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 5.J.I. SPECIFICATIONS FOR A MAX DE51GN 5TRE55 OF 30 K51. T140 TOP CHORDS SHALL CON515T OF TWO ANGLES MEASURING I -1/4 BY 1 -1/4 BY 0:127 IN. THICK, BOTTOM CHORDS SHALL CONSIST OF TWD ROUND BARS MEASURING 0.566 IN, IN D1AM, BEARING PLATES EHALL CONSIST of TWO ANGLES MEASURING I BY 2 BT 0.100 IN. THICK AND 5 -1,16 IN. L0149. WEB MEMBERS SHALL CONSIST OF 0.565 IN, DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN AND 4.9 LB/FT, RESPECTIVELY, I. STEEL JOISTS -(NOT 5110114)-AS AN ALTERNATE TO ITEM I- COMPOSITE DR NONCOMPOSITE AND WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED CR PROVIDED 1.41114 A SHOP COAT OF PAINT. DESIGNED PER S.J.T. SPECIFICATIONS FOR A MAX DESIGN 5TRE55 of 30,000 PSI. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING 1 -1/2 3Y 1 -1/2 131 0.156 IN. THICK. BOTTOM CHORDS 51 4ALL CONSIST OF TWO ROUND BARS MEASURING 0.675 IN. IN DIAN. BEARING PLATES SHALL CONSIST OF 1140 ANGLES MEASURING 2 BY 2 BY 0,142 IN. THICK AND SHALL BE MIN 4 -13/16 IN LONG. THE SECOND WEB MEMBER AT EACH END SHALL CONSIST OF 0, 654 IN 01A11 RDUNO 5AR. ALL REMAINING WEB MEMBERS, INCLUDING THE END 14E3 MEMBERS, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER S.J.I. SPECIFICATIONS 15 REQUIRED WHEN NONCOMPOSITE JOISTS ARE USED. IC, STEEL JOISTS- -(NOT 91 - A5 AN ALTERNATE TO ITEM I COMPOSITE OR NONCOMPOSITE, WELDED OR BOLTED TO END SUPPORTS. MAY BE UNCOATED OR PROVIDED WITH A SHOP COAT of PAINT. DESIGNED PER 5.1.1. SPECIFICATIONS FOR A MAX DESIGN STRESS OF 30,000 P51. TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-1/2 3Y 1 -112 BY 0.156 IN. 1141CK. BOTTOM CHORD SHALL CONSIST OF TWO ROUND BARS MEASURING 0475 IN. IN DIA11. THE SECOND WEB 11EMHER AT EACH END SHALL CONSIST OF 0.634 IN. DIAM ROUND EAR. ALL REMAINING WEB MEMBERS, INCLUDING 1H5 E40 WE3 MEM1ER5, 514ALL CONSIST OF 0.774 IN. DIAM ROUND BARS. BRIDGING PER 5.11. SPECIFICATIONS 15 REQUIRED 1N11EN NONCOMPOSITE JOISTS ARE USED. ID, STEEL JOISTS- -(NOT SHOWN) - A5 AN ALTERNATE TO ITEM 1 - MAY BE EITHER UNCOATED OR PROVIDED WITH A SHOP COAT OF PAINT. COMPOSITE OR NONCOMPOSITE. WELDED OR BOLTED TO END SUPPORTS. DESIGNED PER 3.1.1. SPECIPICATION5 FOR A MAX DESIGN STRESS OF 30 K51. THE TOP CHORDS SHALL CONSIST OF TWO ANGLES MEASURING I-I/4 5Y I -I/4 BY 0,127 IN. THICK. BOTTOM CHORDS SHALL CONSIST OF T140 ROUND BARS MEASURING 0,566 IN, IN DIAM. SEARING PLATES SHALL CONSIST OF T140 ANGLES MEASURING I -1/2 BY 2 BY 0.183 IN. THICK AND 5 -1/16 IN. LONG. WEB MEMBERS SHALL CONSIST OF 0.565 IN. DIAM BARS. THE MIN DEPTH AND WEIGHT SHALL BE 8 IN, AND 4.9 LB/PT RESPECTIVELY. 2, NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE OR SILICEOUS AGGREGATE, 3500 P3) COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE OR SLATE AGGREGATE BY ROTARY -KILN METHOD OR EXPANDED CLAY AGGREGATE BY ROTARY - Mg OR sINTEREP -GRATE METHOD, 3000 P51 COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PER CENT ENTRAINED AIR. *WITH 2 AND 3 IN. DEEP STEEL FLOOR UNITS ONLY. 3. WELDED WIRE FABRIC - -6X6 10 /105145. 4. STEEL FLOOR AND FORM UN TS* - COMPOSITE 1 - 112, 1 - 5/8 , 2 OR 3 IN. DEEP GALS UNITS OR 4 -1/2 IN. DEEP NON- COMPOSITE GALS UNITS. FLUTED UNITS MAY 8E PH09/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNIT5 MAT 35 USED: (I) ALL 24, 26, 28 OR 36 IN, WIDE CELLULAR OR PARTIAL CELLULAR. (2) ALL ELUTED. (3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 13/18 15G MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN, Wipe CELLULAR OR PARTIAL CELLULAR. (5) CORRUGATED, NOM 1 -5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. POR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KS*. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 1451. BHP LYSAGHIT- TAIWAN LTD. -24 IN. WIDE TYPE 21424; 36 IN. WIDE TYPES 21436, 31436. BHP STEEL BUILDING PRODUCTS USA INC, -24 IN. WIDE TYPES 21424, 21'4F24, 31424, 314F24, B, BF -24, BR, EMT), BRMOD, N, NF; 30 IN. WIDE TYPE 0 -30, BF -30, BR; 36 IN. WIDE TYPES 21436, 214F36, 31436, 314E36, 13-36; 24 OR 30 IN. WIDE TYPES ASG2, ASC3. BOWMAN METAL DECK/WHEELING CORRUGATING CO. DIV OF WHEELINGPITTSSURGH 5TEEL CORP. -30 IN. WIDE TYPES I -I/2 IN. V -GRIP, 1 - 112 IN. RV -GRIP, 2 IN, VW; 24 IN, WIDE TYPES 1 -1/2 IN. VW4, 3 IN. VW3, I -1/2 IN. V1.13, I -1/2 IN. V142, 212V142 141REWAY, 312VW2WIRElWAY, 203V14- 14IREWAY, 258V14- WIREWAY; 24 OR 32 IN. WIDE TYPES 205V -SNIP, 253V -GRIP; 24 OR. 36 IN. WIDE TYPES 212V-GRIP, 312V -GRIP; 36 IN. WIDE TYPES 212V143- 14IREWAY, 3124143- 14IREWAY. COMPONENTS FOR FIELD - ASSEMBLED CELLULAR METAL RACEWAY UNITS RACEWAY BOTTOM -24 05 36 IN. WIDE TYPES 212V5, 3121/5; 24 OR 36 IN. WIDE TYPES 203V5, 258V5. RACEWAY COVER PLATE - -TYPES CP - 12, CP RACEWAY DIVIDER -TYPES PC-20, DC-25. RACEWAY ISOLATION TROUGH -TYPES T -20, T -25, T -30. CONSOLIDATED SYSTEMS, INC. - 24 IN. WIDE TYPES CFID-2, CFD -3; 24, 30 OR 36 IN. WIDE TYPE CFD-1,51 24 OR 36 IN. WIDE TYPES MAC -LOK 2, MAC -LCK 3; 2.4 94. WIDE TYPES 82C, 32FC, NC, NFC; 30 IN. WIDE, TYPE BBC; 12 IN. WIDE MAC -WAY CELLULAR 45 M*W, 2 -633 MTWA, 3 - 633 MTWA+. 30 IN. WIDE, MAC - CCR TYPE5 I AND 2 DECK W557, INC. -36 IN. WIDE TYPE 0 -D14, INVERTED B -DUG, BA -DH, INVERTED 8A -DUG, 2 -DUG OR 3 -D14. SIDE JOINTS OF TYPE 2 AND 3-014 MAY BE FASTENED TWETHER WITH MIN I IN. LANG N0. 12 X 14 SELF - DRILLING, SELF- TAPPING 5TEEL SCREWS 36 IN. CC. EPIC METALS CORP. -24 IN. WIDE TYPES ECI50, ECI50 INVERTED, 5C300, FC366, FCPI50, EcP300, ECP366, EPICORE A; 30 IN. WIDE TYPES EC8150, EC3R150; 36 IN. WIDE TYPES EC156, EC266, EcP266. GEN5 METALS INC. -12 OR 24 IN. WIDE TYPES LF2, LF3, ROBERTSON, H. H. -QL TYPES, 24 IN. WIDE, 3 OR 3 INVERTED, UKK, 21 OR 21 INVERTED, 2 IN. 99, 121, AKX, NKK, TKX; 24 OR 30 IN. WIDE 5IO4, GIC(14, GKK -A; 36 IN. WIDE 2 IN. 99, AKX, WKX; 12 IN. WIDE NKC, TKC; 12 IN. WIDE NON - COMPOSITE SEC 12. 31DE JOINTS OF q9, 121, TKC, TKK, WKX MAY 55 WELpa) TWETHER 60 IN. cc. SIDE JOINTS OF 99, AKK, WKK, GKK, GKX -A, TKX MAY BE FASTENED TOGETHER WITH MIN 1 IN. LONG N0. 12X14 SELF- DRILLING, SELF- TAPPING STEEL SCREWS 36 IN. CC. ROOF DECK, INC. -36 IN. WIDE TYPE5 LOK- I -I /2, IRK- 1 -1 /2R; 24 IN. WIDE TYPES LOK -2, LOK - 3. TOMAN BUILDING COMPONENTS INC. -24, 30 OR 36 IN. WIDE TYPES LXR - B, LXR -B INVERTED; 24 OR 36 IN. WIDE TYPE LXR -314; 36 IN. WIDE TYPE LXR -214. UNITED STEEL DECK, INC. -12 OR 24 IN, WIDE, TYPES I - I/2, 2, OR 3 IN. LOK -FLOOR AND LOK -FLOOR CELL; 24, 30 OR 36 IN. 1410E, TYPE 1 -1/2 IN. ES-1.0K AND B -LOT. CELL; 24 W. WIDE, TYPES N -LOK AND N -LOK CELL. VERCO MFG., INC.--- FORMLOK TYPES, 24 OR 36 IN, WIDE, W2 AND 143; 24 OR 36 IN. WIDE, 0, BR; 24 IN. WIDE, N; 30 IN. 3, BR; 12 IN. WIDE 142 OR 143 UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE W2 OR 143, RESPECTIVELY. VW-CRAFT, DIV. OF NUCOR CORP. -24, 30 OR 36 IN. WIDE, TYPE 1.5 VL, 1,5VLI, .5VLP1 24 OR 36 IN. WIDE, TYPES 2VLI, 3VLI, 2VLP, 3VLP. WALKER 315TET15 INC. -24 IN, NIDE, TYPES 2 OR 3 IN, WDR; HI -BOND TYPES, 24 IN. WIDE, B, BF, ER, I 5/8NF, 1 - 5/8NFSUB5, 9, 5R, 3N, 3NF, 31 16, 30, 31 OR 32 IN. WIDE 2V, 2VSUBV, 3V, 3VSUEV; 16, 18, 20 OR 22 IN. WIDE 3N.51J132FSIJBMM AND 24 IN. WIDE 3N5UBLFSUBM ONLY IN BLEND 141114 ONE OR MORE BV UNITS. WHEELING CORRUGATING CO., DIV OF WHEELING-PITTSBURGH STEEL CORP. -30 IN. WIDE TYPES SE- 316LF, -150, -150N, - 150NR, -ISQR; 24 IN. WIDE TYPE 5B - 200, -300, 93 316LF, - 133LF, P2ILF, -P31LF OR - P35LF; 12 IN. WIDE TYPE 50 -P2ILF OR 58-P3ILF; 35 11 WIDE TYPES 50- 816LF, - F2ILF, - P3ILF, LOCK FORM TYPE, 24, 30 OR 36 IN. WIDE TYPES 016LF, 5161-ENV; 24 IN. WIDE TYPES P34LF, P3ALFNV; 12, 24 OR 36 IN. WIDE TYPES C2OLF, C30LF, C3ILF, P20LF, P30LF, P3ILF; 30 114. WIDE TYPES TBI25 AND TB200, UNITS MAT 8E PHOS/PTD. SPACING OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. CC FOR 12, 24, 36 114, 1112E 01115, FOUR WELDS PER SHEET FOR 30 IN. WIPE UNITS. 6 IN. CC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNI F55 SPECIFIED OTHERWISE FOR SPECIFIC UNITS TYPES, ADJACENT UNITS BUTTON- PUNCHED OR WELDED TOGETHER 36 IN, OC ALONG SIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. CC MAX. +12 IN. WIDE, I -1/2 IN DBE? ■1AC -WAY UNITS MAY BE BLENDED 141114 24 IN. WIDE 82C OR 30 IN WIDE 03C UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNIT5. 12 IN. WIDE, 2 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN. WIDE MAC -LOCK UNITS IN A BLEND OF CONE CELL TO ONE OR MORE FLUTED UNITS. 12 114. NIDE, 3 IN, DEEP MAC -WAY UNITS MAY BE BLENDED WITH 24 OR 36 IN, WIDE MAC -LOCK 3 UNITS IN A BLEND OF ONE CELL TO ONE OR MORE FLUTED UNITS. THE SIDE EDGE OF THE FLUTED UNITS I5 PLACED ON THE TOP OF THE SIDE EDGE OF THE MAC UNIT AND 1145 TWO ARE WELDED TOGETHER WITH WELDING WASHERS SPACED A MAX. OF 52 IN. CC FOR MAC -LOCK 2 OR 3 UNITS AND A MAX OF, 24 IN. OC FOR THE 82C OR 53C UNITS. ALTERNATE CONs1R1JC71GN -- NONCOMPOSITE UNITS OF THE SAME TYPE LISTED ABOVE MAY BE USED PROVIDED ALLOWABLE LOADING 15 CALCULATED ON THE BASIS OF NONCOMPOSITE DESIGN. THROUGH © THE UNRE5TRA1NED ASSEMBLY RATING 15 EQUAL TO TH5 UNRESTRAINED BEAM RATING (SEE ITEM 6) FOR A MAX 3 HR AND 15 LIMITED TO THE FOLLOWING UNITS AND LIMITATICN5: (A) I -1/2, 2 AND 3 114, DEEP, 24 IN. WIDE, 22 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN7, BN, (5) 1-1/2, 2 FT AND I 3 IN. DEEP, 24 IN. WIDE, 20 MSG OR THICKER FLUTED WITH CLEAR SPANS NOT MORE THAN 8 FT, 8 IN, (C) 1 - 1/2 AND 2 IN. DEEP, 24 IN. WIDE, 16 MSG OR THICKER FLUTED AND 18/13 115G OR THICKER CELLULAR WITH CLEAR SPANS NOT MORE THAN R FT, 11 IN. (0) 3 IN. DEEP, 36 IN. WIPE, 18 MSG OR THICKER FLUTED AND 24 IN. WIDE, 20/18 MSG OR THICKER CELLULAR 141T11 CLEAR 5PAN5 NOT MORE THAN 13 FT, 2 IN. FOR ASSEMBLIES UTILIZING 3 - 1/4 IN. LIGHTWEIGHT CONCRETE TOPPING W1TN A MAX RESTRAINED ASSEMBLY RATING OF 2 HR, THE UNRESTRAINED ASSEMBLY RATING 15 EQUAL TO THE UNRESTRAINED BEAM INATING (SEE ITEM 6) AND 15 LIMITED TO THE FOLLOWING FLOOR UNITS AND 5PAN5: (A) 1 -1/2, 2 AND 3 114. DEEP, 24 CR 36 IN. WIDE, 22 MSG FLUTED AND 20/20 MEG CF. 1 1 *LAR WITH CLEAR 5PAN5 140T MORE THAN 9 FT, 6 W. (5) (B) 2 AND 3 IN. DEEP, 24 CR 36 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 10 FT, 0 IN. (C) 3 IN_ DE5P, 24 IN. WIDE, 20 MSG FLUTED AND 20/20 MSG CELLULAR WITH CLEAR SPANS NOT MORE THAN 13 FT, 2 IN. 5. JOINT COVER-(USE WITH FLUTER UNITS OPTIONAL -NOT 51401414) -2 IN. WIPE CLOTH ADHESIVE TAPE APPLIED FOLLOWING THE CONTOUR OF THE UNIT5, 6A. SPRAT- APPLIED FIRE RESISTIVE MATERIALS$- APPLIED BY SPRAYING WITH WATER, 111 ONE COAT TO A FINAL THICKNESS AS 5H0✓JN ABOVE AND 114 TABLE 511.OW TO STEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED IS BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE 10P FLANGE OF 1145 51551. SEAM SHALL BE FILLED. WHEN FLUTED STEEL DECK IS USED AND THE 5TEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE 5TEEL BEAM SHALL BE PLUGGED. USE OF ADHESIVE 15 OPTIONAL, MIN AVG UNTAMPED DENSITY 15 13 PCF W1114 MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES I, II, OR PC/F. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF, RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL, FOR METHOD OF 0EN311 T DETERMINATION, REFER TO DESIGN INFORMATION SECTION, THE T111CKNE55 OF THE SPRAY - APPLIED FIRE RESISTIVE MATERIALS ON 7H5 STRUCTURAL MEMBERS (ITEM I, IA, OR 10) SHALL BE AS FOLLOWS, 54 11415 THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED WER 3 IN, LIGHTWEIGHT CONCRETE TOPPING, * MAT BE REDUCED TO 3/4 IN. FOR THE I -1/2 HR UNRESTRAINED BEAM RATING WHEN THE MATERIAL 15 SPRAYED 2 IN, 5E1010 THE 55AMS'5 TOP FLANGE AND N0 REDUCTION IN THICKNESS IS MADE AT 714E TIPS OF THE BOTTOM FLANGE. + THICKNESS OF SPRAY-APPLIED PIKE RE515TIVE MATERIALS MAY BE REDUCED TO ONE HALF OF 71115 THIG01E55 ON THE LOWER FLANGE TIPS OF THE STEEL BEAM. CIL GROUP LTD. -TYPE D -C/F OR TYPE II. TYPE EB5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. ISOLATEK INTERNATIONAL -TYPE P -C/F, H P OR I, TYPE II, TYPE EH5 OR TYPE X ADHESIVE WHICH MAY ALSO BE USED AS A SURFACE SEALER. 6B. SPRAY- APPLIED FIRE RESISTIVE MATERIALS *-ALTERNATE TO ITEM HA. 5E5 TABLE BELOW FOR APPROPRIATE THICKNESSES. WHEN FLUTED STEEL DECK IS USED AND THE FIRE PROTECTION THICKNESS SELECTED I5 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED STEEL PECK 15 0550 AND THE STEEL BEAM 13 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM 514ALL BE PLUGGED. PREPARED BY MIXING WITH WATER AND SPRAY APPLIED IN ONE OR MORE COATS TO 5EAM SURFACES W41C1 MUST 135 CLEAN AND FREE OF DIRT, LOO5E SCALE AND OIL. MIN AVERAGE DENSITY OF 17.5 PCF WITH MIN INDIVIDUAL VALUE OF 17,0 PCF. FOR MET400 OF DENSITY DETERMINATION, SEE DESIGN INFORMATION 55011014, SPRAYED MATERIAL. * 114I5 THICKNESS APPLIES WHEN OPTIONAL 11E115 12, 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 280. ISOLATEK INTERNATIONAL -TYPE 280. 6C. SPRAY - APPLIED FIRE RESISTIVE MATERIALS* - ALTERNATE TO ITEM 6A OR 68. APPLIED BY MIXING WITH WATER ACCORDING, TO INSTRUCTIONS ON EACH BAG OF MATERIAL. MIXTURE CAN BE SPRAY OR TROWEL APPLIED IN ONE 0R MORE COATS. 714E THICKNE55 OF THE MIXTURE 15 DEPENDENT ON THE TYPE OF FLOOR UNIT. SEE TABLE BELOW FOR APPROPRIATE THICKNE55. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THIGONE55 5E1 -ECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHAW_ BE FILLED. WHEN FLUTED STEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNE55E5 APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND 145 TOP FLANGE OF 145 STEEL BEAM SHALL BE PLUGGED. THE STEEL SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL, MINIMUM AVERAGE DENSITY OF 38 PCF AND MINIMUM INDIVIDUAL DENSITY OF 35 PCF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION sEGTION, SPRAYED MATERIAL. 5 THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE U5EP OVER 3 -1/4 IN LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 800. INVESTIGATED FOR EXTERIOR USE. ISOLATEK INTERNATIONAL - -TYPE 800. INVESTIGATED FOR EXTERIOR USE. 6D, SPRAY APPLIW FIRE RE515TIVE MATERIALS* -- ALTERNATE TO ITEMS 6A, 6B OR 60. APPLIED BY MIXING WITH WATER IN ACCORDANCE WITH INSTRUCTIONS ON EACH BAG A140 APPLIED IN ONE OR MORE COATS TO A FINAL THICKNESS AS SHOWN IN TABLE 85-01 TO 5TEEL BEAM AND FLOOR SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. WHEN FLUTED STEEL DECK 15 USED AND THE FIRE PROTECTION THICKNESS SELECTED 15 BASED ON ALL FLUTED DECK, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL BE FILLED. WHEN FLUTED 5TEEL DECK 15 USED AND THE STEEL BEAM 15 SPRAYED WITH THE THICKNESSES APPLICABLE TO CELLULAR OR BLENDED UNITS, THE AREA BETWEEN THE STEEL DECK AND THE TOP FLANGE OF THE STEEL BEAM SHALL 135 PLUGGED. MIN AVERAGE AND MIN INDIVIDUAL DENSITY 15 19 AND I7 PCF, RESPECTIVELY, FoR TYPES 300 AND 5E1. MIN AVERAGE AND MIN INDIVIDUAL DENSITY OF 25 AND 22 PCF, RESPECTIVELY, FOR TYPE 400. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION. THE THICKNESS OF THE MATERIAL ON TH5 STRUCTURAL M5*ISSJR.5 (ITEM 1, IC, OR 10) SHALL BE AS FOLLOWS: THIS THICKNESS APPLIES WHEN OPTIONAL ITEM 12 OR 13 ARE USED OVER 3 -1/4 IN. LIGHTWEIGHT CONCRETE TOPPING. CIL GROUP LTD. -TYPE 300. ISOLATEK INTERNATIONAL—TYPE 300, TYPE 400 OR TYPE 35. 7. SHEAR CONNECTOR STUDS- OPTIONAL--STUDS, 3/4 IN. DIAM BT 3 IN. LONG, FOR 1 -1/2 IN. DEEP FORM UNITS TO 5 -1 /4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AISC SPECIFICATIONS. WELDED TO THE TOP FLANGE OF 714E BEAM THROUGH THE STEEL FORI1 UNIT5. 3. LATH HANGER -(NOT 5110WN) -GALS 5TEEL 6 914G MIN DAM SPACED 27 IN. 0. C.. 9. CLIPS -(NOT SHOWN)-N0. 24 MSG SPRING STEEL PUSHED ON TO TOP AND BOTTOM FLANGES OF BEAM SPACED 6 IN. 0. C. MAX. 10. METAL LATH -(NOT 514011N) -3/8 IN. DIAMOND ME5H OR RIB LATH, 3,4 L85 PER SO YD EXPANDED 5TEEL ATTACHED TO BEAM WITH CLIPS SPACED 6 114. 0. C, MAX; OR TIED TO LATH HANGERS WITH 18 5WG GALS STEEL WIRE SPACED 6 IN. P.C. MAX. 11. ELECTRICAL INSERTS-(NOT 31401N) CLASSIFIED A5 'OUTLET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE',* (I) RACEWAY COMPONENTS, INC, (RESTRAINED ASSEMBLY RATING 15 2 HR OR L555 WITH TYPES FA250, -300, -400 OR -450 AFTER SET INSERTS.) AA 551 INSERT MAY BE INSTALLED 014 ANY I -1/2, 2 OR 3 IN. DEEP CELLULAR FLOOR UNITS SPECIFIED UNDER ITEM 3, EXCEPT 12 IN, WIDE UNITS WITH CELL WIDTH EXCEEDING 7 -1/4 IN. SPACING SHAD- 5E NO MORE THAN ONE INSERT IN EACH 20 50 FT OF FLOOR AREA IN EACH SPAN WITH INSERTS SPACED NO CLOSER THAN 24 IN. 0.0. MAX RACEWAY COMPONENTS, INC. -TYPES FA250, -300, -400 OR - 450 AFTER 5ET ELECTRICAL INSERT WITH SUFFIX PP -C, P-C OR 1-0 SERVICE FITTING5. TYPE APA -375 -C FITTINGS USED FOR ABANDONMENT OF INSERT. 12. MINERAL AND FIBERBOARDS * - (OPTIONAL, NOT SHOWN). APPLIED OVER CONCRETE FLOOR WITH NO RESTRICTION ON BOARD THICKNESS. WHEN MINERAL AND FIBER BOARDS ARE USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED By A MINIMUM OF 1/2 HR. SEE MINERAL AND FIBER BOARD (CERZ) CATEGORY FOR NA11E5 05 MANUFACTURERS. 13. FOAMED PLASTIC* -(OPTIONAL, NOT SHOWN). CONSISTING OF POLTISCCYANURATE OR URETHANE ROOF INSULATIONS. APPLIED OVER CONCRETE FLOOR WITH 140 RESTRICTIONS CAN THICKNESS. LINEN POLYISOCYANURATE OR URETHANE INSULATION I5 USED, THE UNRESTRAINED BEAM RATING SHALL BE INCREASED BY A MINIMUM OF I/2 HR. SEE FOAMED PLASTIC (COM) FOR LIST OF MANUFACTURERS. 14. INSULATING CONCRETE - (OPTIONAL, NOT SHOWN) - VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED AS FOLLOWS: A. VERMICULITE CONCRETE - BLEND 6 TO 8 OJ FT OF VERMICULITE /GGREGATE* TO q4 LB PORTLAND CEMENT AND AIR ENTRAINING AGENT. MIN THICKNESS OF 2 IN. AS MEASURED TO THE TOP SURFACE OF THE STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM 13) WHEN IT 15 USED. 555 VERMICULITE AGGREGATE (CM) CATEGORY FUR NAMES 0 CLASSIFIED COMPANIES. 5. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURERS SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY MIN COMPRESSIVE STRENGTH OF IRO P51 AS DETERMINED WITH A5TM C495 -66. _ CELCORE INC. -CAST DRY DE1J51TY OF 31 (+ OR - 3.0) PCF. CELTUFOAM CONCRETE SYSTEMS -CAST DRY DENSITY OF 30 (+ OR - 3.0) PCF. ELASTIZELL CORP. or AMERICA -TYPE II, WITH A CAST DR/ DENSITY OF 3q (+ OR - 3.0) PCF. LITE - CRETE 114c, DENSITY OF 29 (4 OR -) 3.0 PCF. 51PTA51 INC, - MIX HI, CA5T DRY PENSITY OF 32 (+ OR - ) 3 PCF. SIPLAST INC.-MIX 42, CAST DRY DENSITY OF 36 (+ OR - 3 PCF. C. CELLULAR CONCRETE -ROOF TOPPING MIXTURE* - FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURE'S APPLICATION INSTRUCTIONS,, CAST DRY PEN5ITY OF 33 (+ OR -) 3 PCF AND 28 DAY COMPRESSIVE STRENGTH OF MIN 250 551 AS DETERMINED IN ACCORDANCE WITH ASTM 0495 -86. ELASTIZELL CORP. OF AMERICA 11, MIX 51 OF CAST DRY DENSITY 39 (+ OR - 3.0 PCF, MIX #2 OF CA5T DRY DENSITY 40 (+ OR -) 5.0 PCF, MIX 33 OF CAST PRY DENSITY 47 (+ OR - 3.0 PCF. SIPLAST INC, - MIX #3. D. PERLITE CONCRETE - 6 Cu FT OF PERLITE AGGREGATE* TO 94 LE OF PORTLAND CEMENT AND I-V2 PT AIR ENTRAINING AGENT. MIN THICKNESS 2 IN. AS MEASURED TO THE 70P SURFACE of STRUCTURAL CONCRETE OR FOAMED PLASTIC (ITEM I5A) WHEN IT IS USED. SEE PERLITE AGGREGATE (CFFX) IN FIRE RESISTANCE DIRECTORY FOR NAMES OE CLASSIFIED COMPANIES. 15. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN)-FOR USE ONLT 141114 VERMICULITE (11511 14A) OR CELLULAR (ITEM 141) CONCRETES -RIGID POLYSTYRENE FOAMED PLASTIC INSULATION HAVING SLOTS AMID/OR HOLES SANDWICHED BETWEEN VERMICULITE CONCRETE SLURRY WHICH IS APPLIED TO THE NORMAL OR LIGHTWEIGHT CONCRETE SURFACE AND VERMICULITE CONCRETE TOPPING (ITEM 14A). MAX THICKNESS TO BE 8 IN. SEE FOAMED PLASTIC* (FRYX) CATEGORY IN BUILDING MATERIAL-5 DIRECTORY OR FOAMED PLASTIC* (CCVW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. 15A.FOAMED PLASTIC* -(NOT SHOWN) -FOR USE ONLY WITH CELLULAR OR PERLITE CONCRETE. NOMINAL 24 BY 48 BY MAX 8 IN. THICK POLYSTYRENE FOAMED PLASTIC INSULATION BOARDS HAVING A DENSITY OF 1.0 (+ OR - 0.1) PCB, ENCAPSULATED WITHIN CONCRETE TOPPING. EACH INSULATION BOARD SHALL CONTAIN SIX NOMINAL 3 IN. DIAMETER HOLES ORIENTED IN T40 ROWS OF THREE HOLES EACH WITH 11-15 HOLE5 SPACED 12 IN. OC TRANSVERSELY AND 16 IN. OC LONGITUDINALLY. SEE FOAMED PLASTIC* (BRYX) CATEGORY IN BUILDING MATERIALS DIRECTORY OR FOAMED PLASTIC* (CCYW) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIE5, 16. ROOF COVERING MATERIALS* ---(0P710NAL, NOT SHOWN) - CONSISTING OF MATERIALS COMPATIBLE WITH INSULATIONS DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE BUILT-UP ROOF COVERING MATERIALS IN BUILDING MATERIALS DIRECTORY. *BEARING THE UL CLASSIFICATION MARKING < `ate � ,•�- ,bt` `e L .+ C AW A OMITTED A 5. W-SHAPED COLUMNS MIN COLUMN SITE 144313 146x15.5 1410x4'* T5 4 BY4 BY 0.188 TS3BY8 BY 0,250 C *BEARING THE UL CLASSIFICATION MARKING. L. DETAIL #U465 N.T.S. DESIGN NO. X528 RATINGS - 1, 2, AND 3 I-1R. D CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS 1. STEEL COLUMN MIN SIZES OF W- SHAPED A10 TUBULAR STEEL COLUMNS WHICH APPEAR IN THE AISC STEEL CONSTRUCTION MANUAL A5 SHOWN UNDER 113M 2. 2. WALLBOARD, GYP5U1* - FOR 1HR RATING, ANY 5/8 IN. OR V2 IN. 11-110K GTPSUM WALLBOARD CLASSIFIED FOR USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2145 AND 3145 RATINGS, ANT 5/3 N. oR V2 IN. THICK GYPSUM WALLBOARD CLASSIFIED FOR USE 114 OTHER 2145, 3145, OR 41415 COLUMN DESIGNS. MIN TOTAL THICKNESS OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS. RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS 2 3 IHR 214R 314E TOTAL THICKNESS (IN.) 1 - 1/2 2 -1/4 B C D 1 -1/2 2 -1/4 B C D I -1/5 1 -7/8 A B C TUBE SHAPED COLUMNS 1 1 -5/8 2 -1/2 B C D 5/8 I -5/8 2 -1/2 A C D APPLIED IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. !BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINT5, SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. 2A. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 21 RATING, 1 - 1/2 IN. TOTAL TNIUCNESS, INSTALLED IN ACCORDANCE 141TH CORNER DETAIL 5. FOR 314R RATING, 2 - 1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL JOINTS. UNITED STATES GTF'SUM CO. - ULTRA000E OR TYPE 15 - 53. 5. STEEL STUD 1 - 5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/16 IN LEGS HAVING A i/4 IN, FOLDED FLANGE, FABRICATED PROM NO, 25 MSG GALV STEEL. LENGTH TO BE I/2 IN. LESS THAN THE ASSEMBLY H51514T. 4. CORNER BEADS - NO. 28 MSG GALV 5TEEL, 1 - 1/2 IN. LEGS TO 55 ATTACHED TO THE WALLBOARD WITH N0. 6 8Y 1 . RW5 12 IN. OC MAX 5. TIE WIRE - N 5C 18 5 STEEL SPACED WIRE SP ACED 2 4 IN. OC USED WITH SECOND LAYER OF WALLBOARD. 6. SCREWS - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO 135 N0. 6 BY I IN. (OR 1 -1/4 IN. FOR 3/4 IN THICK WALLBOARD) PHILLIPS HEAD SELF- DRILLING, SELF- TAPPING DOUBLE LEAD 5CREW5 SPACED 24 IN. OC FOR ATTACHING 5500N0 LATER OF WALLBOARD TO STEEL STUDS AND FOURTH LATER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE (25 GA) TO BE N0. 3. BY 1 - 3/4 IN. (OR 2 - 1/4 IN, FOR 3/4 IN, THICK WALLBOARD) STEEL SCREWS OF THE SAME TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LATER OF WALLBOARD TO STEEL 5TU05 TO BE N0. 8 BY 2 -V4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. CC. 7, FINISHING SYSTEM - (NOT SHOWN) - .JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNE55 OF 1 /16 IN. Cy ' U.L. DETAIL #X528 N .T.S . 1, 2 AND 3HR RATED COLUMN WRAP DESIGN NO. U465 NONBEARING WALL RATING - IHR. I. FLOOR AND CEILING RUNNERS -(1407 5HoWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, FORMED FROM N0. 25 1155 (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 114. O.C. MAX. IA. AS AN ALTERNATE TO TT1T1 1 CEILING RUNNER* MSG MIN GALV STEEL WIDTH TO ACCOMODATE 5TUD, WITH 3 OR 4 IN. LEGS 0555E1 AT MIDPOINT 5/3 IN. TO ACCOMO0ATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. 0.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4' IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/3 IN. WIDE (MIN), I-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMEn FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS+- (OPTIONAL)- MINERAL WOOD oR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (EZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. .4. WALLBOARD GYP5UM* I1. THICK, 4 5T. WIDE, ATTACHED TO 5TEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS OR1ENTED VERTICALLY AND STAGGERED ON OPPOSITE 51DE5 OF 745 ASSEMBLY. 1414514 ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE 154-0. CANADIAN GYPSUM CO, LTD - TYPES C, SOX, SHX, 14RX, CONTINENTAL GYPSUM COMPANY - TYPE CG - C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE-GYPSUM PRODUCTS - TYPE EG-C. GEORGIA-PACIFIC CORD„ GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -C. NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPE F3K -G, F5W-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR 145 PASCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYP51M CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE 3G TEMPLE - INLAND FORE51 PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYP5UM 00. - TYPE AR, 0, 15-X2, SE;‹, 511X, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTRCC FIREEOARD. 4A WALLBOARD, GYPSUM AN ALTERNATE TO 11511 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED A5 DESCRIBED IN ITEM 4 WITH SCREW L174711 INCREASED TO I -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 413. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A)-5/8 IN THICK INSTALLED As *E50RI5E0 IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 145X. .101141 TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND 5CRE4 HEAPS; PAPER TAPS, 2 114. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PATER MAT BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD_ JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 31.1OWN) RESILIENT 25 M5G GALV 5TEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 114. CC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W111-1 V2 IN. LONG TYPE 5-12 PAN -HEAD 5TEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 1HR RATED TENANT SEPERATION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER ti 9 m ti 0 co 0 0 SHEET ti 0 1- 0 0 2 M Z 4 6 Z 7087 \ RE,,..11SIERED ARCHITECT WILLIAM $WARD ABBOT ST .. 1NGTON Vi 1 ' .?) `c 1 11060390603 Y 0 4 re e 1 0 .;:1: :7: ..■....77.77 : :7 :.■.....iiC7: :iC 1 17::71:71 77:77: :1: 77: 771117 ■.... ..71,7: :16 ■..■..77 :711171■ ■77:77::1:■.■... ■117::1::1: 77:711:71 77::71 :71 7101: 77:71 77::1::11 71■: 7:. 1:■■111:1 77 : :1C71■r_■ ■■ ■f1 ■:11 ■7:■■■■■ ■■71 ■7161:■■ A1:1111:111r ■ EASE LINE LEASE LINE LEAS LINE L ..........fi : :6: : :CC : : : :i : :i ■.i 71::1::71 77::711 " ii1�i7769i777Cii7771 :i1 :i1 3' -6" LL TO LL 32x30 SA LEASE LINE FIRE HOSE/ EXTTINGUISHER CABINET MALL CORRIDOR 22 "0 — FUTI LOCH DAM 14' -6" 14 —LEASE LINE LL TO LL ELECT. ROOM 104 LL TO LL 31' -0" LL TO LL RE FAN TERMINAL UNIT TION BY OTHERS. VOLUME 'ER SHALL BE CLOSED. DEMISING WALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6 MTL. STUDS Al 16" O.G. BY LANDLORD. G.C. TO INS 5/8" .B TYPE 'X' G.W. ON HOLLI TER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. EXTEND TIGHT TO BOTTOM OF DECK ABOVE W30X148 30' -0" LEASE LINE 32x24 NO BEAM OR GIRDER SIZE SPECIFIED MALL CORRIDOR 22' -7" LL TO LL ��427XIO2 LEASE LINE W24X76 ADJACENT TENANT 22"0 SA COMMON DEMISING O.C. BY LANDLORL SIDE ONLY (FIRE - U465, HOLD TOP FUTURE FAN TERMINAL UNIT LOCATION BY OTHERS. VOLUME DAMPER SHALL BE 5 CLOSED. a 9!' -I" LL TO LL 30' -0 WALLS (BETWEEN TENANTS)- 6" M . G.C. TO INSTALL 5/5" TYPE 'X' G. APED AND SEAL) TO MEET A ONE OF DRYWALL 6" ABOVE TENANT CE LEASE LINE W27XI29 FLOOR SLAB DESCRIPTION 1. 5" SLAB ON GRAD- WITH 344'5 @ IS "o /c EACH WAY OVER 6 MILL VAPOR BARRIER ON OPACTED SUBGRADE BY LANDLORD. NOTE - ARCHITECTURAL SURVEY HAS NOT BEEN DONE TO CONFIM EXISTING CONDITIONS. SURVEY TO BE PERFORM P IOR TO CONSTRUCTION NOTE LANDL CONS - EXISTING STRUCTURE HA G.C. TO PROTECT FIR TRUCTION AND TO REPLACE 5 SEEN FIRED PROOFED BY EPROOFING THROUGH OUT AND REPAIR WHERE DAMAGED. COMMON DEMISING (BETWEEN WALLS (BE TENANTS)- 6" MtL. STUDS AT 16" O.C. BY LANDLORD, G.C. TO INSTALL 5/8" TYPE 'X' G. ,B, ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6" ABOVE TENANT CE LLING. W24X76 ADJACENT TENANT L. STUDS AT 16" B. ON HOLLISTER. OUR FIRE RATING LLING, LL TO LL LEASE LINE W30X191 3'x7' H.C. WOOD DOUBLE DOORS PAINTED P -13 WITH PASSAGE LOCKSET HANDLE w/ SATIN NICKEL FINISH. NOTE: G.C. TO ALIGN DOOR IN BAR ICADE WITH CENTERLINE OF PORCH •PENING FOR FIXTURE DELIVE Y AFTER MALL HOURS. NOTE - . XISTING MALL NEUTRAL COLUMN NCLOSURE TO BE REWORKED BY G.G., REMOVE EASTINGI COLUMN ENCLOSURE FROM SLAB upiro ROOF LINE OF PROPOSED PORCH (SEE AS.* DRAWING) BARRICADE CLEARANCE NOTE G.G. SHALL MAINTAIN 10' -0" MINIMUM CLEARANCE FROM CONSTRUCTION BARRICADE TO NEAREST PERMANENT FIXTURE IN MALL CONCOURSE TO MAINTAIN THIS BUILDING'S EGRESS REQUIREMENTS. IF MINIMUM EGRESS CLEARANCE CANNOT BE OBTAINED G.C. SHALL COORDINATE WITH LANDLORD TO TEMPORARILY RELOCATE KIOSK OR FIXTURES. IF KIOSK OR FIXTURES CANNOT BE RELOCATED G.C. SHALL NOTIFY OWNER'S CONSTRUCTION MANAGER AND ARCHITECT IMMEDIATELY. FACE 0 BULKH ABOVE LEASE LI BOTH SI • COLUMN E W16X36 FACE OF BULKHEAD ABOVE UPPER LEVEL BRIDGE ABOVE RECEIVED - CI OF TUKWILA I cT 2 5 2007 P: RMIT CENTER z J a z 0 0 z 0 0 z u) w 11060390603 SHEET B 2 fl CONSTRUCTION BARRICADE PLAN 3/6' = GRAPHIC INSTALLED BY GRAPHIC VENDOR FOLD LINE 3' -1 3/4' CONSTRUCTION BARRICADE ELEVATION 3/$ " =1' -0" BARRICADE CEILING: 5/8' GYPSUM BOARD(INT) OR 5/8" EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5/8'x 25 GA. METAL SCUDS @ 48' O.C. 3 -9 q/16 VS -2 11 I I II II I II II P-13 �-- --- 6 -0" 70' -q /8" / 1 4 Ai/ Ad , rry a w r z o � A rr/ i / Pr /// // VB - 6' -0' ------------ 11 H II 11' -�H II 3'x7' N.G. WOOD DOUBLE DOORS PAINTED P -13 WITH PASSAGE LOCKSET HANDLE w/ SAT'N NICKEL FINISH. NOTE: G.C. TO ALIGN DOOR IN BARRICADE WITH CENTERLINE OF PORCH OPENING FOR FIXTURE DELIVERY AFTER MALL HOURS. 1) 25 LINE OF MALL BULKHEAD AT 15' -0' AFF 1 / i / I 0 Q BARRICADE WALLS: 5/8' GYPSUM BOARD(INT) OR 5/8 EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5 /5 "x 25 GA. METAL STUDS @ 24' O.C. I-4)3 2U07 • 4' -3 3/4 FOLD LINE z 0 z u_ ut 0 F RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER LISTER Co. • EVISION DIRECTIVE KE 5.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.C. GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE miisosisk REVISIONS: ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 1 I BID DATE: 11 -12 -07 1 HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 CHK: INEA I FIRM: A &A DRAWN: DMS N D I L ELSGL . IR: T.M. SCALE: AS NOTED 7087 F A IL73Y ARcHrrc s 1106039 + 603 SHEET •'' 1 r fl CONSTRUCTION BARRICADE PLAN 3/6' = GRAPHIC INSTALLED BY GRAPHIC VENDOR FOLD LINE 3' -1 3/4' CONSTRUCTION BARRICADE ELEVATION 3/$ " =1' -0" BARRICADE CEILING: 5/8' GYPSUM BOARD(INT) OR 5/8" EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5/8'x 25 GA. METAL SCUDS @ 48' O.C. 3 -9 q/16 VS -2 11 I I II II I II II P-13 �-- --- 6 -0" 70' -q /8" / 1 4 Ai/ Ad , rry a w r z o � A rr/ i / Pr /// // VB - 6' -0' ------------ 11 H II 11' -�H II 3'x7' N.G. WOOD DOUBLE DOORS PAINTED P -13 WITH PASSAGE LOCKSET HANDLE w/ SAT'N NICKEL FINISH. NOTE: G.C. TO ALIGN DOOR IN BARRICADE WITH CENTERLINE OF PORCH OPENING FOR FIXTURE DELIVERY AFTER MALL HOURS. 1) 25 LINE OF MALL BULKHEAD AT 15' -0' AFF 1 / i / I 0 Q BARRICADE WALLS: 5/8' GYPSUM BOARD(INT) OR 5/8 EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5 /5 "x 25 GA. METAL STUDS @ 24' O.C. I-4)3 2U07 • 4' -3 3/4 FOLD LINE z 0 z u_ ut 0 F RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER TEMPORARY BARRICADE NOTES 1. GENERAL CONTRACTOR TO FURNISH AND CONSTRUCT A TEMPORARY BARRICADE(S) OF 3-5/8" METAL STUDS @ 24" O.C. WITI-I ONE LAYER OF 5/8" GIAB (MALL SIDE) TAPED, SPACKLED AND SANDED SMOOTI4. INSTALL A GWB BACK TO MALL BULKHEAD TO CREATE DUST-PROOF CONDITION. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL STABILITY AND MUST BE STRUCTURALLY SOUND NOTE: FOR EXTERIOR LOCATIONS (EXPOSED TO WEATHER) G.C. TO SUPPLY AND INSTALL 5/8" EXTERIOR GRADE CDX PLYWOOD ON VERTICAL AND HORIZONTAL SURFACES (TO REPLACE GYPSUM BOARD). 2. PAINT - ONE COAT PRIMER AND TWO COATS (P-13) 3. G.C. TO COORDINATE INSTALLATION OF GRAFI-11C OWNER'S VENDOR 4. G.G. IS RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. 5. G.C. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN NI-110-1 WORK ON BARRICADE CAN OCCUR, 6. REMOVE BARRICADE WHEN 100% OF STOREFRONT IS COMPLETE OR A MINIMUM OF TWO NIGHTS PRIOR TO OPENING. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE. PAPER WINDOWS WITH CRAFT CONSTRUCTION PAPER OVER GLAZING ONLY. TRIM 1/2" OFF EDGES AND TAPE CONTINOUSLY AROUND PERIMETER WITH NI-IITE TAPE. 7. G.C. TO RESTORE MALL FLOORING AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. 8. ALL DELIVERIES TO SPACE DURING MALL HOURS SHALL BE MADE THROUGH SECONDARY EXIT. BARRICADE DOORS FOR FIXTURE OVERSIZED MATERIAL DELIVERY AFTER MALL 14OURS. '1. IF BARRICADE IS EXISTING G.C. 15 TO PREPARE FACE OF BARRICADE PER OWNERS STANDARDS FOR GRAPI-11C INSTALLATION. 10. BARRICADE 15 TO BE 100 % COMPLETE AND READY FOR OWNERS GRAPHICS TO BE INSTALLED NOT MORE THAN FOUR DAYS AFTER CONSTRUCTION START. G.C. TO CONTACT C.M. UPON COMPETION TO COORDINATE GRAPHIC INSTALL WITH GRAPHIC VENDOR. 4" OUTWARD SWING BLOCKING I/4" SHIM SPACE BRONZE HINGE 3 X 7' H.C. WOOD DOUBLE DOORS INWARD SWING DOOR DETAIL 3" 1 BLOCKING I/4 SPACE 3' X 7' H.C. WOOD DOUBLE DOORS BRO■ _ HINGE 5/8' GW13 A SECURE FRAMING A5 REQUIRED FOR LATERAL_ STAIN LJTY. $TL BEAM (SEE PLAN) 2 x 4 PLATE 3/4' PLYWOOD WITH NON-A15BRASIVE 1/4"1: CUSHION BACKING (I.E STYROFOAM, CARPET, CARPET PADDING, ETC.) TAPE JOINTS TO PREVENT DUST PASS-THRU • 2ND FLOOR SLAB EL-- 46.85' LEASE LINE BULKHEAD PAINTED GIA1B MALL COLUMN ENCLOSURE BEYOND VB-2 ; p, _t"., _ .4 ••••;' sIsma "r 1 4 MQV t Cty O # F 20.31 —5/8" GYPSUM BOARD(INT) OR 5/8' EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5/8"x 25 GA. METAL STUDS @ 48' O.C. BTM OF MALL BULKHEAD @ 15'-0' AB. LOWER LEVEL FINISHED FLOOR SLAB 5/13' GYPSUM SOARD(INT) OR 5/8' EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5/8"x 25 GA. METAL STUDS @ 24' O.C. RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER METAL TRACK, SECURE TO 2 x 4 PLATE 2 x 4 PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. CONSTRUCTION BARRICADE SECTION 1/2 z 0 4 r-, 4 a) CD 0 —J —11 icE d ct 0 III Z LU 0 ( P. X _r —J 00 Ico w 1- 0 0 .1 co a. co co '— co _i co z 2 1 2 cc Lu z Z (l) w 0 cn (0I- 7087 \ -GISITBRED ARCHrrEcT Li WILLIAM EDWARD ABBOT \___ STATE OF WASHINGTON OS V) 11060390603 SHEET t3 1. 3 0 cn ce 0 a • • (r) 0 (c) 1 0 (i) �rr/rr/J/rr /// �i/ rrrrrr�a�v/ lir/// is '// 112 N -SALES A � � / DEMISING WALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6" MTL. STUDS AT 16" O.G. BY LANDLORD. G.G. TO INSTALL 5/5" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465, EXTEND TIGHT TO BOTTOM OF DECK ABOVE C.L OF DOOR OF DOOR 109 BETTY'S SAL 17 _ C.L. OF (6 ' - 0 " ) 110 DUDE'S SALES 111 CORRIDOR_ SEE D /AI2.5 FOR TYP. MGR. OFFICE LAYOUT PROCESS DES 112 NON -SALES -0" (6 - 0 " ) 4' -10" 106 LOUNGE 17 OR 'LET 0 " ) ill111111111 � o 4 0 rrrirrirri arr���rrrirrrrric iwi iA023 7 rrrriii iA.�rrrrA imrrroroiiii 0 38 16 — - - -- DREAM I / rrriioyri �., P rr rrry STEAMER ,=4 'iiiiii rrrrrrrirrirr.:�rorr r co el Ili BACK CAB. REFER TO SHT. A10.2 A LOCKED. ROOM v 1111.1 1 H.C. FITTING ROOM 104 BETTY'S SALE 17 r 14' -0" CL OF DOOR I I' -0" Me" AI0.1 105 DUDE'S SALES #2 ' -0" ) REFER TO DETAIL A/AI2 FOR TYPICAL SURFACE MOUNTED STANDARDS SPACING DIMENSIONS FOR NON -SALES SHELVING. B AI0.1 102 BETTY'S SALES #1 17 101\ )RCH ( 61 -0" 103 DUDES SALES #1 \ 1 5' -l0" \ LEASE\ LINE \ 1 LINE OF MALL \\ BULKHEAD A 11::11::11 Afrirrrrr / r Ss: r.:: 5• d::. s5•.N IWA r. S; �r. ,�r.•::AVAMs.•d...SS.SSS:•.SSSS edo Gii�rorr �ioiiiimioio�rir�rrrr/./7 orrri� rp /rrrrrrrrr/pp / / /// / / / /Jr/! %A 1 ' II ::11:111. 1111:11 : :11: 1111111E11 ripen SDrf`_D DB � . : .1 • d .. . . . . . .1 11 .. •...211..1 11 : :11 : :11 11::11::11 . 11: :11: :111: DEAD SPACE _ ti ddd .S❖.S•a,•dA ..d..• . S. SSS ......... SaY.1•. SSS•i =mg :4 . SS . i• S•2lLS• ..• diSS ..... ....................... SSS•: S•� :SSSS•d :SL•.S .S•:.SSS•:ddbL+:.•rSS❖. ,. .... arm . •... ...... +• SSS• SSS+ . •....• : S• SS 11 4 I � I _ . I _ •• II • II / �' ft U •, 1 �I i ■ lI l� I i����' � I-�lIJOIOl :11:111:111 11: :11::1: _ � , rrrrrr��// rrrr0//// O// rrrrr/ J�� /rrrrrrrr///rr / /rOrmOr / / /rr /% % �Or /rA.%r/ / /O /r/A �r rrrrr/ �rrrr/ rrrr�rrOrrr�� //rr/LC�rrr�r%%Or / Or�y7/ Orr////// rrrrr/ Orrrrrr0rrrr// 4lr/ rrrrOr�or// rLOrrrrr�rr/rr / / /rr /rr�0r/J/r/ l %.�JL % �r /// rr/ rrr// r/ r/// rrrrr// rL2'riiYrurrr/rrrrrriirr i/ rr/ rrr ///rG //rrrrr����arriiririi r/% 1�r �1 _ 1 •.., / NDWA'� BIN 11::11::11 HM 1:::1 " ° " R —grr T rir rriirc .rrrrrrll 1 /r /friiiia//i�iri ■ irir urrrri....::�: 111 1::: : :....... :... r�...�ll ::ll 11 ::.: p . 11 1:: 1: .: IR:: 1::° ::::::� ..:°:T.�. ::�:::il: :ll Ir.: C y/6 G IIAl1::11. 11 :1111: :11 ° :11::11 1111111111111 LEAVE 5" IR IOW CLEARANCE AND PROVIDE ANTI -TILT BRA (TYPICAL FOR ALL SPACE MASTER UNITS) PER MANUFACTURER'S INSTRUCTIONS, AS SHOWN BY DASHED LINE MALL ELEC. ROOM 111 ORRIDOR NOTE - DO NOT HANG STOCKROOM SHELVING/ HANG BAR ON LANDLORD'S DEMISING WALLS, G.G. TO CONSTRUCT INDEPENDENT WALL, 3 r MTL. STUD AT 16" 0.G. WITH I" G.W.B., ANCHORED AND DIAGONALLY BRACED TO STRUCTURE AB. (NOT TO DECK) AT 48" 0.C. (TYP) w»» � v � � �»> i» � � r � n» � � i o � sue 0 0 fiil 8 @ j1 17 17 17 �� H.C. - FITTING 1• ROOM LOCKER RO • Q r i a, i i � r;� r r i i LEAVE 5" 'CLEARANCE AND PRO BRACING ALL SPAC UNITS) PE MAN IDE ANTI -TILT TYPICAL FOR E MASTER R URER'S INSTRUCTIONS, AS SHOWN BY DASHED LINE COMMON DEMISING WALLS (BE TENANTS)- 6" MTL. STUDS AT 16" O.C. BY LANDLORD. G.C. TO INSTALL 5/8" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6 ABOVE TENANT CEILING. 22' -0" LAYOUT POINT — EXISTING NEUTRAL \ PIER TO EMAIN \ 12' -GO IIIuIn11 ..... ....:I:d:1::II: TYP. OF 5 —LINE 17F ORCH \ ROOF AB VE 1 LINE d MALL BULKHEAkD A VE — LEASELINE \ :AR IN — , j� 708 WILLIAM EDWARD ABBOT SHEET 11060390603 2' -8 B N DEMISING HALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6" MTL. STUDS AT 16" 0.C. BY LANDLORD. G.G. TO INSTALL 5/5" TYPE 'X' G.W.B. ON I-1OLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. EXTEND TIGHT TO BOTTOM OF DECK ABOVE SEE DETAILS ON SHEET Al2.4 FOR HANDICAP LAV. DIMENSIONS AND NOTES 7' -2" NOTE: ALL CONSTRUCTION PLAN DIMENSIONS ARE SHOWN FROM FACE OF GYPSUM BO NOT FROM TRIM, CABINETS, ETC. 30' -0' G.C. TO USE MOISTURE RESISTANT GYP. BD. IN RESTROOMS, " X" BR A� -I-N -G 23' -7Q" MALL SERVICE COR11IDOR IN -WALL BLOCKING NOTE ALL INWALL BLOCKING SHALL BE IN ACCORDANCE WITH BUILDING CODES (REFER TO CONSTRUCTION CLASSIFICATION ON COVER SHEET THIS SET). - F.R.T. WOOD BLOCKING MAY BE USED FOR F.R. CONSTRUCTION TYPES AND TYPE IV AND TYPE V CONSTRUCTION TYPES AS PERMITTED BY LOCAL A.H.J. F.R.T. WOOD BLOCKING IS NOT APPROVED IN TYPE I AND TYPE II AND NON - COMBUSTIBLE CONSTRUCTION TYPES. ALL IN -WALL BLOCKING IN THESE CONSTRUCTION TYPES SHALL BE 16ga. METAL (MINIMUM 6" WIDE AND SHALL SPAN MINIMUM 2 STUDS). " 7 ._. ..11-c111 IB' -0" SOUND ATTENUATION WALL NOTE G.G. SHALL PROVIDE AND INSTALL 4" SOUND ATTENUATION FIRE 1 BATT /MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO 6" ABOVE CEILING. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGET ER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. iNSTALL 4" INSULATION OVER ALL SALES AREA CEILINGS MANUFACTURED BY IIG MINWOOL 1200 SOUND ATTENUATION FIRE BATT INSULATION A GALSILITEEL /JOHNS MANVILLE JOINT ADVENTURE q05 JOHN BUSSEY DRIVE PHENIX CITY, AL. 36561 www .iig- 1lc.cam G.C. SHALL PROVIDE AND INSTALL 5/8' GYP. BOARD FROM FLOOR TO S" ABOVE CEILING, TAPE JOINTS AS NEEDED TO ELIMINATE ALL HOLES. WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON - HARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). 135 -7" 30 -0" NOTE TO PLANS REVIEWER: REFER TO SHEET A4.1 FOR DOOR NUMBERS AND SIZES, FIXTURE LAYOUT AND SIZES, PATH OF EGRESS AND OCCUPANT LOADS. REFER TO SHEET A3.1 FOR EXIT SIGN LOCATIONS. ADJACENT TENANT (T.B.DJ 60' -0' COMMON DEMISING WALLS. (BETWEEN TENANTS)- 6 MTL. STUDS AT 16" 0.C. BY LANDLORD. G.G. TO INSTALL 5 /B" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6" ABOVE TENANT GELLING. ADJACENT TENANT (T.B.D.) G.C. SHALL SLEEVE, FIRESTOP, FLASH, CAULK, ETC. ALL PENETRATIONS THRU SLAB(S) AND / OR ROOF DECK 50 THAT LIQUIDS AND /OR ODORS SHALL NOT PENETRATE. G.G. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY RATINGS. NOTE TO PLANS REVIEWER: REFER TO SHEET A4.1 FOR DOOR NUMBERS AND — SIZES, I- IXTIRECAYOTJT AND — SIZES, PATH OF EGRESS AND OCCUPANT LOADS. REFER TO SHEET A3.1 FOR EXIT SIGN LOCATIONS. G.G. MUST SLEEVE, FIRESTOP, FLASH, CAULK, ETC. ALL PENETRATIONS THRU SLAB(S) AND / OR ROOF DECK 50 THAT LIQUIDS AND /OR ODORS SHALL NOT PENETRATE, G.C. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY RATINGS. MOTE: EFER TO SHEET A2.2 FOR ENERAL NOTES, PARTITIONS EGEND, AND CONSTRUCTION LAN NOTES. 25 NOTE: REFER TO STOREFRONT SHEETS (AB.# SERIES) THIS SET FOR DIMENSIONS, NOTES AND ENLARGED DETAIL INFORMATION NOTE: THIS STOREFRONT 15 SELF SUPPORTING. ANY ATTACHMENT TO MALL STRUCTURE ABOVE 15 FOR LATERAL BRACING ONLY. G.1 4' -2" G.G. TO VERIFY THAT ADEQUATk CLEARANCES SHALL BE MAINTAINED BETWEEN Hollister STOREFRONT ND ALL MALL ARCHITECTURE AND/ R KISOKS PER CITY REQUIREMENT . (10' -0" MINIMUM C_EAR) NOTE: ALL CONSTRUCT 10 PLAN DIMENSIONS ARE HOWN FROM FACE OF GYPSUM BOARD, NOT FROM TRIM, CAeI ETS, ETC. 5 - 8 " q' -0" • . 2. E. _ •tee -,. F.2 F MALL AY ABOVE = STOREFROI EL. EVATIO T EXISTING NEUTRAL PIER TO REMAIN CONSTRUCTION PLAN RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 1111 ' i 111111 r r- �rr/rr/J/rr /// �i/ rrrrrr�a�v/ lir/// is '// 112 N -SALES A � � / DEMISING WALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6" MTL. STUDS AT 16" O.G. BY LANDLORD. G.G. TO INSTALL 5/5" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465, EXTEND TIGHT TO BOTTOM OF DECK ABOVE C.L OF DOOR OF DOOR 109 BETTY'S SAL 17 _ C.L. OF (6 ' - 0 " ) 110 DUDE'S SALES 111 CORRIDOR_ SEE D /AI2.5 FOR TYP. MGR. OFFICE LAYOUT PROCESS DES 112 NON -SALES -0" (6 - 0 " ) 4' -10" 106 LOUNGE 17 OR 'LET 0 " ) ill111111111 � o 4 0 rrrirrirri arr���rrrirrrrric iwi iA023 7 rrrriii iA.�rrrrA imrrroroiiii 0 38 16 — - - -- DREAM I / rrriioyri �., P rr rrry STEAMER ,=4 'iiiiii rrrrrrrirrirr.:�rorr r co el Ili BACK CAB. REFER TO SHT. A10.2 A LOCKED. ROOM v 1111.1 1 H.C. FITTING ROOM 104 BETTY'S SALE 17 r 14' -0" CL OF DOOR I I' -0" Me" AI0.1 105 DUDE'S SALES #2 ' -0" ) REFER TO DETAIL A/AI2 FOR TYPICAL SURFACE MOUNTED STANDARDS SPACING DIMENSIONS FOR NON -SALES SHELVING. B AI0.1 102 BETTY'S SALES #1 17 101\ )RCH ( 61 -0" 103 DUDES SALES #1 \ 1 5' -l0" \ LEASE\ LINE \ 1 LINE OF MALL \\ BULKHEAD A 11::11::11 Afrirrrrr / r Ss: r.:: 5• d::. s5•.N IWA r. S; �r. ,�r.•::AVAMs.•d...SS.SSS:•.SSSS edo Gii�rorr �ioiiiimioio�rir�rrrr/./7 orrri� rp /rrrrrrrrr/pp / / /// / / / /Jr/! %A 1 ' II ::11:111. 1111:11 : :11: 1111111E11 ripen SDrf`_D DB � . : .1 • d .. . . . . . .1 11 .. •...211..1 11 : :11 : :11 11::11::11 . 11: :11: :111: DEAD SPACE _ ti ddd .S❖.S•a,•dA ..d..• . S. SSS ......... SaY.1•. SSS•i =mg :4 . SS . i• S•2lLS• ..• diSS ..... ....................... SSS•: S•� :SSSS•d :SL•.S .S•:.SSS•:ddbL+:.•rSS❖. ,. .... arm . •... ...... +• SSS• SSS+ . •....• : S• SS 11 4 I � I _ . I _ •• II • II / �' ft U •, 1 �I i ■ lI l� I i����' � I-�lIJOIOl :11:111:111 11: :11::1: _ � , rrrrrr��// rrrr0//// O// rrrrr/ J�� /rrrrrrrr///rr / /rOrmOr / / /rr /% % �Or /rA.%r/ / /O /r/A �r rrrrr/ �rrrr/ rrrr�rrOrrr�� //rr/LC�rrr�r%%Or / Or�y7/ Orr////// rrrrr/ Orrrrrr0rrrr// 4lr/ rrrrOr�or// rLOrrrrr�rr/rr / / /rr /rr�0r/J/r/ l %.�JL % �r /// rr/ rrr// r/ r/// rrrrr// rL2'riiYrurrr/rrrrrriirr i/ rr/ rrr ///rG //rrrrr����arriiririi r/% 1�r �1 _ 1 •.., / NDWA'� BIN 11::11::11 HM 1:::1 " ° " R —grr T rir rriirc .rrrrrrll 1 /r /friiiia//i�iri ■ irir urrrri....::�: 111 1::: : :....... :... r�...�ll ::ll 11 ::.: p . 11 1:: 1: .: IR:: 1::° ::::::� ..:°:T.�. ::�:::il: :ll Ir.: C y/6 G IIAl1::11. 11 :1111: :11 ° :11::11 1111111111111 LEAVE 5" IR IOW CLEARANCE AND PROVIDE ANTI -TILT BRA (TYPICAL FOR ALL SPACE MASTER UNITS) PER MANUFACTURER'S INSTRUCTIONS, AS SHOWN BY DASHED LINE MALL ELEC. ROOM 111 ORRIDOR NOTE - DO NOT HANG STOCKROOM SHELVING/ HANG BAR ON LANDLORD'S DEMISING WALLS, G.G. TO CONSTRUCT INDEPENDENT WALL, 3 r MTL. STUD AT 16" 0.G. WITH I" G.W.B., ANCHORED AND DIAGONALLY BRACED TO STRUCTURE AB. (NOT TO DECK) AT 48" 0.C. (TYP) w»» � v � � �»> i» � � r � n» � � i o � sue 0 0 fiil 8 @ j1 17 17 17 �� H.C. - FITTING 1• ROOM LOCKER RO • Q r i a, i i � r;� r r i i LEAVE 5" 'CLEARANCE AND PRO BRACING ALL SPAC UNITS) PE MAN IDE ANTI -TILT TYPICAL FOR E MASTER R URER'S INSTRUCTIONS, AS SHOWN BY DASHED LINE COMMON DEMISING WALLS (BE TENANTS)- 6" MTL. STUDS AT 16" O.C. BY LANDLORD. G.C. TO INSTALL 5/8" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6 ABOVE TENANT CEILING. 22' -0" LAYOUT POINT — EXISTING NEUTRAL \ PIER TO EMAIN \ 12' -GO IIIuIn11 ..... ....:I:d:1::II: TYP. OF 5 —LINE 17F ORCH \ ROOF AB VE 1 LINE d MALL BULKHEAkD A VE — LEASELINE \ :AR IN — , j� 708 WILLIAM EDWARD ABBOT SHEET 11060390603 2' -8 B N DEMISING HALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6" MTL. STUDS AT 16" 0.C. BY LANDLORD. G.G. TO INSTALL 5/5" TYPE 'X' G.W.B. ON I-1OLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. EXTEND TIGHT TO BOTTOM OF DECK ABOVE SEE DETAILS ON SHEET Al2.4 FOR HANDICAP LAV. DIMENSIONS AND NOTES 7' -2" NOTE: ALL CONSTRUCTION PLAN DIMENSIONS ARE SHOWN FROM FACE OF GYPSUM BO NOT FROM TRIM, CABINETS, ETC. 30' -0' G.C. TO USE MOISTURE RESISTANT GYP. BD. IN RESTROOMS, " X" BR A� -I-N -G 23' -7Q" MALL SERVICE COR11IDOR IN -WALL BLOCKING NOTE ALL INWALL BLOCKING SHALL BE IN ACCORDANCE WITH BUILDING CODES (REFER TO CONSTRUCTION CLASSIFICATION ON COVER SHEET THIS SET). - F.R.T. WOOD BLOCKING MAY BE USED FOR F.R. CONSTRUCTION TYPES AND TYPE IV AND TYPE V CONSTRUCTION TYPES AS PERMITTED BY LOCAL A.H.J. F.R.T. WOOD BLOCKING IS NOT APPROVED IN TYPE I AND TYPE II AND NON - COMBUSTIBLE CONSTRUCTION TYPES. ALL IN -WALL BLOCKING IN THESE CONSTRUCTION TYPES SHALL BE 16ga. METAL (MINIMUM 6" WIDE AND SHALL SPAN MINIMUM 2 STUDS). " 7 ._. ..11-c111 IB' -0" SOUND ATTENUATION WALL NOTE G.G. SHALL PROVIDE AND INSTALL 4" SOUND ATTENUATION FIRE 1 BATT /MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO 6" ABOVE CEILING. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGET ER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. iNSTALL 4" INSULATION OVER ALL SALES AREA CEILINGS MANUFACTURED BY IIG MINWOOL 1200 SOUND ATTENUATION FIRE BATT INSULATION A GALSILITEEL /JOHNS MANVILLE JOINT ADVENTURE q05 JOHN BUSSEY DRIVE PHENIX CITY, AL. 36561 www .iig- 1lc.cam G.C. SHALL PROVIDE AND INSTALL 5/8' GYP. BOARD FROM FLOOR TO S" ABOVE CEILING, TAPE JOINTS AS NEEDED TO ELIMINATE ALL HOLES. WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON - HARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). 135 -7" 30 -0" NOTE TO PLANS REVIEWER: REFER TO SHEET A4.1 FOR DOOR NUMBERS AND SIZES, FIXTURE LAYOUT AND SIZES, PATH OF EGRESS AND OCCUPANT LOADS. REFER TO SHEET A3.1 FOR EXIT SIGN LOCATIONS. ADJACENT TENANT (T.B.DJ 60' -0' COMMON DEMISING WALLS. (BETWEEN TENANTS)- 6 MTL. STUDS AT 16" 0.C. BY LANDLORD. G.G. TO INSTALL 5 /B" TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6" ABOVE TENANT GELLING. ADJACENT TENANT (T.B.D.) G.C. SHALL SLEEVE, FIRESTOP, FLASH, CAULK, ETC. ALL PENETRATIONS THRU SLAB(S) AND / OR ROOF DECK 50 THAT LIQUIDS AND /OR ODORS SHALL NOT PENETRATE. G.G. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY RATINGS. NOTE TO PLANS REVIEWER: REFER TO SHEET A4.1 FOR DOOR NUMBERS AND — SIZES, I- IXTIRECAYOTJT AND — SIZES, PATH OF EGRESS AND OCCUPANT LOADS. REFER TO SHEET A3.1 FOR EXIT SIGN LOCATIONS. G.G. MUST SLEEVE, FIRESTOP, FLASH, CAULK, ETC. ALL PENETRATIONS THRU SLAB(S) AND / OR ROOF DECK 50 THAT LIQUIDS AND /OR ODORS SHALL NOT PENETRATE, G.C. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY RATINGS. MOTE: EFER TO SHEET A2.2 FOR ENERAL NOTES, PARTITIONS EGEND, AND CONSTRUCTION LAN NOTES. 25 NOTE: REFER TO STOREFRONT SHEETS (AB.# SERIES) THIS SET FOR DIMENSIONS, NOTES AND ENLARGED DETAIL INFORMATION NOTE: THIS STOREFRONT 15 SELF SUPPORTING. ANY ATTACHMENT TO MALL STRUCTURE ABOVE 15 FOR LATERAL BRACING ONLY. G.1 4' -2" G.G. TO VERIFY THAT ADEQUATk CLEARANCES SHALL BE MAINTAINED BETWEEN Hollister STOREFRONT ND ALL MALL ARCHITECTURE AND/ R KISOKS PER CITY REQUIREMENT . (10' -0" MINIMUM C_EAR) NOTE: ALL CONSTRUCT 10 PLAN DIMENSIONS ARE HOWN FROM FACE OF GYPSUM BOARD, NOT FROM TRIM, CAeI ETS, ETC. 5 - 8 " q' -0" • . 2. E. _ •tee -,. F.2 F MALL AY ABOVE = STOREFROI EL. EVATIO T EXISTING NEUTRAL PIER TO REMAIN CONSTRUCTION PLAN RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER GENERAL NOTES IMPORTANT NOTE: GENERAL CONTRACTOR SHALL REVIEW AND UNDER5TAND DESIGN UPDATE CHECKLIST PROVIDED By OWNER'S CONSTRUCTION MANAGER PRIOR TO BEGINNING ANY CONSTRUCTION, AND GoMPARE NOTES IN DESIGN UPDATES WITH THIS 5E1 OF CONSTRUCTION DOCUMENTS. IF THIS 5E1 of CONSTRUCTION DOCUMENTS CONTRADICTS ANY INFORMATION IN G.M. PROVIDED DESIGN UPDATE CHECKLIST, GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY TO BEGIN CLARIFICATION AND COORDINATION OF CORRECTION. G.C. SHALL C t'ttACT OWNER'S G.M. TO OBTAIN CURRENT DESIGN UPDATE CHECKLIST PRIOR TO POSSESSION. I. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS sPEGlI7CALLY NOTED OTHERWISE. 2. FOR CABINETS, SHUTTERS, PREMANUf'ACTURED TRIM ASSEMBLIES, AND SALES DOOR OPENING/TRANSOM ASSEMBLIES, OWNER'S MILLWORK MANUFACTURER 15 TO SUPPLY ALL sHOP DRAWINGS, MATERIAL SAMPLES, STRUCTURAL DETAILS, AND FIRE RATING /FLAME SPREAD REPORTS AS REQUIRED TO LANDLORD, BUILDING DEPARTMENT, AND CONTRACTORS. SEE A4.1 FOR EXTENT. 3. AT LOUNGE 22, FINI5N FLOOR ELEVATION - 1/8' +/- LOWER THAN ADJACENT SALES ROOM FINISH FLOOR ELEVATIONS - MAINTAIN ALL VERTICAL CABINET, TRANSOM, TRIM, AND OPENING ALIGNMENTS (ADJUST CABINET WEIGHTS AT BA5E). 4. NO INTERIOR CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE RooF DECK, JOIST BRIDGING, JOIST CR055- BRACING, PIPING, CONDUIT, DUCTWORK OR ANT OTHER NON - STRUCTURAL ITEM. DO NOT WELD, DRILL, SHOAT OR SCREW INTO STRUCTURAL STEEL OR JOISTS. USE CLAMPS, TIE -WIRE, THRU -BOLTS WITH WASHERS. REFER TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. 5. DO NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLACKING, PVC, PLASTIC, ETC. IN CEILING PLENUM OR DEMISING WALL. 6. IN -WALL BLOCKING NOTES: 6.I ALL WOOD IN -WALL BLACKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATICi4. 6.2 G.G. 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLACKING FOR ALL WALL HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. G.G. SHALL REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEM ARE PROVIDED WITH ADEQUATE IN WALL BLOCKING. 6.3 WOOD AND /OR PLYWOOD BLOCKING ABOVE CEILING IS NOT PERMITTED. ANY AND ALL BLOCKING ABOVE CEILING SHALL BE OF NON - COMBUSTIBLE MATERIAL 6.4 ALL IN -WALL BLOCKING SHALL BE IN ACCORDANCE WITH BUILDING CODES (REFER To CONSTRUCTION CLASSIFICATION ON COVER SHEET 11H15 SET). - F.R.T. WOOD BLACKING MAY BE USED FOR P.R. CONSTRUCTION TYPES AND TYPE IV AND TYPE V CONSTRUCTION TYPES AS PERMITTED BY LOCAL A.H.J. - F.R.T. WOOD BLOCKING IS Not APPROVED IN TYPE I AND TYPE II AND NON - COMBUSTIBLE CONSTRUCTION TYPES. ALL IN -WALL BLOCKING IN THESE CONSTRUCTION TYPES SHALL BE 16g2. METAL (MINIMUM 6' WIDE AND SHALL SPAN MINIMUM 2 STUDS). 7. G.C, TO PROVIDE FIRE EXTINGUISHERS AS RED BY 14GAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL 2A/I0134 SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE. 8. USE OF ANY COMBUSTIBLE MATERIALS ABOVE THE CEILING SHALL NOT BE PERMITTED MALL DECK REFER TO MALL STRUCTURAL PLANS MALL STRUCTURE (TYPICAL) 3 5/8" x 20 A. MTL. STUD BRACING @ 48" O.C. SCREW TO NALL STUDS N /(2) 12-14 TEK SCREWS MINIMUM (TYPICAL EA SIDE) x 20 GA, MTL. STUDS 16" O,G. WITN (1) LAYER 5/8" TYPE 'X' GYP. BOARD TYP. EACH SIDE - RUN FROM SLAB UP TO AND ACROSS TOP BOTTOM OF JOIST OF CORRIDOR CEILING (SIMILAR) TO U,L.DESIGN U465 NOTE: PER UL DESIGN L532 - (2) TWO LAYERS OF 5/8" GYP BD. WILL ACHIEVE A 60 MINUTE RATING. SCREW TRAC TO EVERY 'NALL STUD N/(2)12-14 TEK SCREWS FOR PONDER DRIVEN FASTENERS (SILL ANC- IORAGE) USE: ERICO TOOL * FASTENERS - 1030 #ER 4546; LTI INC. - 1060 #ER 1290; #ITN RAMSET /RED HEAD - ICBO #ER 1147 OR EQUAL SECTION THRU EXIT PASSAGEWAY 3/8" T -0" CONSTRUCTION PLAN NOTES - STANDARD DECK ABOVE- 8' METAL Joists WITH 3/4' F.R.T. PLYWOOD DECK. UNDERSIDE OF DECK @ 7' -6' A.F.F.(U.N.O.). INSTALL ONE LAYER OF 5/8' GW5 ON TOP * BOTTOM OF Joist, REFER To DETAIL k/AI2.5. CASHWRAP/BACKWRAP INSTALLED BY G.C. G.C. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/4' IN 12' -0' AT CASNWRAPBACKWRAP AREA SECURITY DETECTION CABLE INSTALLED IN 11415 AREA BY OWNER'S VENDOR REFER TO ELECTRICAL DRAWINGS. SEE DETAIL J/A8.5 VIDEO WALL SEE SHEET Al2.6 DOOR OPENING W/ TRANSOM (INCLUDING TRIM) AND 18' W. FIXED SHUTTERS AT EAC4 JAMB SUPPLIED BY OWNER'S MILLWORK MANUFACTURER AND TO BE INSTALLED ON SITE BY G.C. SEE SHEET DOOR SCHEDULE A03 LOCKER ROOM MIRROR, COAT HOOKS AND TRIM - G.G. TO PROVIDE IN -WALL BLOCKING AS REQUIRED, REFER TO SHEET Al2,1 LOCKER ROOM BENCH - REFER TO DETAIL D /AI2.1 11 12 13 14 15 16 17 IS METAL WALL PANELING - TO RECEIVE SPECIAL FINISH, SEE SHEET AII.I FOR FRAMING/BLOCKING INFO NEW HANDICAP ACCESSIBLE PLUMBING FIXTURES BT MECH CoNTR. SEE Iq MECHANICAL DRAWINGS FOR DETAILS. G.G. TO INSTALL LAVATORY ACCESSORIES AND PROVIDE IN -WALL BLOCKING AS REQUIRED. SEE DETAIL D/Al2.7 o 24' x 24 FLOOR MOUNTED MOP SINK BY MECHANICAL CONTRACTOR. SEE MECHANICAL DRAWINGS. G.C. TO PROVIDE FRP PANELS AT WALLS ADJACENT TO MOP SINK TO 4' -0' A.F.F. 21 0 WALL MOUNTED HANDICAP HI /LOW ACCESSIBLE DRINKING FOUNTAIN, SUPPLIED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTCR. GC TO PROVIDE PRP PANELS AT WALLS ADJACENT TO DF TO 4-0" A.F.F. - SEE A/Al2.7 AUDIO RACKS - SEE ELECTRIC DRAWINGS FOR DETAILS STAINLESS STEEL CORNER GUARDS, SEE DETAL C./Al2,7 1 sM - 21 GALVANIZED STEEL WAINSCOT PANELS, SEE DETAL B/Al2.7 I (INDICATED WITH HEAVY LINE) TOUCH TUNES KIOSK - G.G. TO PROVIDE 51-1ELF AND ENCLOSURE. SEE DETAIL N/Al2.3 PROVIDE SHELVING STANDARDS (24' O.C.) AND SHELVES AT ALL OPEN WALL AREAS IN NON -SALES ROOM t oFF]CE AREA. SEE SWEET Al2.4 LOCATE HIGH POINT OF SLOPE IN FLOOR FOR BENCHMARK OF 7' -0' A.F.F. FOR E I I ALIGNMENT IN S V R t CAL OF GAB ET AND TRIM WITHIN ALL ROOMS, SEE GENERAL NOTE FOR CLARIFICATION OF LOUNGE 22. DRAWING TUBE BY G.C„ REFER TO DETAIL 13/Al2,4 WOOD THRESHOLD. SEE DETAIL E/AI2.3 MOVABLE STORAGE UNITS. G.C. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF I/8' IN 10' -0' AT STORAGE UNIT. SEE SHEET Al2.4 FOR MORE INFORMATION. STORAGE CAGE ON PLATFORM. SEE J/Al2.5 ELECTRICAL AND PHONE PANELS, REFER TO ELECTRICAL DRAWINGS FLOOR DRAIN HOLD FRAMING 50 THAT BACK SIDE OF GYP. BOARD IS TIGHT TO COLUMN/DEMISING WALL. ALIGN NEW WALL WITH EDGE OF q(ISTING CONSTRUCTION • LINE CONTROLLER RECEIVER CENTERED ON 3' TRIM AND MOUNTED 36 1/2' 26 AFF. TO THE CENTER OF THE RECEIVER (GUYS SIDE ONLY) - SUPPLIED BY OWNER * INSTALLED BY G.C. G.C. To COORDINATE GIRLS SIDE WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 27 BULLETIN BOARD - 36'x 48', BOTTOM OF BOARD TO BE MOUNTED a 36' A.F.F. 28 EMPLOYEE LOCKERS - 72'N x 18'D x 72'H BRIDGE UNIT O LUMINUM SHIELD BEHIND E1+5 A DRYWALL SEE DETAIL K/A8.5 2q G.C. TO PROVIDE 5/8' GYP. BOARD ON TENANT SIDE OF 3 -5/8" METAL STUDS B�O AT 16' O.G, WITH 4' SOUND BATT INSULATION UP TO 6' ABOVE CEILING. NOTE G.G. To PROVIDE 4" OF SOUND INSULATION OVER ALL SALES AREA CEILINGS. 31 APPLICATION KIOSK - REFER TO DETAIL 14/411.1 . EMPLOYEE MICROWAVE AND REFRIGERATOR 39 WOOD THRESHOLD. SEE DETAIL A/A4.1 MANAGER'S OFFICE SAFE 35 MANAGER'S DESK - (5) 30' x x 42'4 FREE STANDING SHELVES - SEE DETAIL D2/Al2.4 DOOR OPENING W/ TRANSOM (INCLUDING TRIM) AND 18' W. OPERABLE 96 SHUTTERS AT EACH JAMB SUPPLIED BY OWNER'S MILLWORK MANUFACTURER AND TO BE INSTALLED oN SITE BY G.G. SEE DOOR SCHEDULE, A0.3 c RUBBER WATERPROOF MEMBRANE (REQUIRED LINER WHEN TILE FLOORING IS 37 SPECIFIED IN RESTROONS WITH TENANT OCCUPATION ON LEVEL BELOW). REFER TO DETAIL F/Al2.5 C I DREAM STEAMER 0 POS CABINET (PROVIDED AND INSTALLED BT OWNER) T.V. /DVD - G.G. TO MOUNT AT 8 A.F.F. TO CENTER OF MOUNTING BRACKET WA IN - SEE AI Al 41 HARDWARE B EE DET L A/ 2, 5 42 EAR EIN - SEE DETAIL 13/Al23 APPROXIMATE LOCATION OF FIRE EXTINGUISHERS. G.G. TO INSTALL PER NFPA 43 10 - TRAVEL DISTANCE NOT TO EXCEED 75' O PROCESSING DESK - (2) OR (3), SEE PLAN, 30' X 48' X 36'4 FREE STANDING SHEJ_VF5, SEE DETAIL DI/Al2.4 PREP DESK -(2) 30" X 36" X 36'14 FREE STANDING SHELVES WIT4 12' DEEP 45 SHELVES MOUNTED ABOVE, WITH PROJECTING HANG BARS, SEE DETAIL P3/412.4 p SHUTTER ACTUATOR ROD INSTALLATION SIDE NEW OR EXISTING (1) HOUR RATED WALL B AFF 3 5/8 MTL. STUDS 8" MTL. JOISTS c� 16 O.C. ATTACH -I TO EVERY WALL STUD (2) LAYERS 5/8" TYPE 'X' GYP, BOARD UNDER SIDE OF CEILING, 3/4" F,R,T, PLYWOOD ON TOP SIDE. SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 "0 MAX. SPACING OF 24" O.C. RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 1 PARTITION LEGEND (REFER TO STUD CHART SHEET A0.4) z 0 INTERIOR PARTITIONS - NEW PARTIAL HEIGHT JA6J 3 5/8" MTL. STUDS AT 16' O.G. (UNLESS NOTED OTHERWISE) REFER TO DETAIL E/A0.4 - SOUND ATTENUATION WALL - 3 5/8' METAL STUDS 0 16' O.G, (MAX.) WITH 5/8' TYPE 'X' GYP. ED. TO 6" ABOVE OILING, DIAGONALLY BRACED TO STUCTURE ABOVE AT 48' O.C. (SALES SIDE ONLY) G.G. TO INSTALL FRICTION FIT SOUND ATTENUATION INSULATION FROM SLAB TO 6' ABOVE CEILING DEMISING WALLS MAIM r •IIUI EXISTING INTERIOR PARTITION - G.G. TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH NEN FULL HEIGHT INTERIOR PARTITION- 3 5/8' METAL STUDS 0 16' 0.C. (MAX.) WITH 5/8' TYPE 'X' GYPSUM BOARD. PROVIDE GYP ED ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS To SUPPORT NON -5ALE5 PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.G. REFER TO DETAIL C/A0.4 NEN ONE HOUR FIRE PROTECTED WALL - 6' METAL STUDS B 16" O.G. WITH (1) LAYER 5/8' TYPE 'X' GYP EDAM) EACH SIDE TIGHT TO DECK PER DESIGN U465. REFER TO DETAIL (A/A2.2) FOR SECTION THROUGI -I TUNNEL DEMISING WALLS (BETWEEN TENANT AND MALL CORRIDOR OR ELECTRIC ROOM)- 6' X 20 GA MTL. STUDS AT 16" O.C. BY LANDLORD. G.G, TO INSTALL 5/8" TYPE 'X' G.W.E. ON 1401-LISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. EXTEND TIGHT TO BOTTOM OF DECK ABOVE. COMMON DEMISING WALLS (BETWEEN TENANTS)- 6 X 20 GA MTL. STUDS AT 16' O.C. EY LANDLORD. G.G. - TO INSTALL 5/8' TYPE 'X' G.W.B. ON HOLLISTER SIDE ONLY (FIRE TAPED AND SEAL) TO MEET A ONE HOUR FIRE RATING - U465. HOLD TOP OF DRYWALL 6' A60VE TENANT CEILLING. 2 �4 3 Z z a- 9 Qf z a z 0 U 1- 1- 0 m ry 0 0 c0 0 0 T W 0 aco 0. co (0 '- 0o J Q) a _1 <W 2 Z = • U W W Q CC Z V- = 0.1 00c SHEET 3 co T 0 z ce 0 z 1) 0 a w J 0 (1) 7°87 ARCHITECT WILLIAM EDWARD ABBOT ST . ` r ...,, GTON r.� s D 61 J 11060390603 A2.2 1 1mi ,. BLACK SEMI RECESSED SPRINKLER HEAD- SEE SHEET FP1.1 FOR MORE INFORMATION 1NES 1 I1 I WHITE FULLY CONCEALED SPRINKLER HEAD - SEE SHEET FP1.1 FOR MORE INFORMATION BLACK PENDANT TYPE SPRINKLER HEAD - SEE SHEET FP1.1 FOR MORE INFORMATION 1 P -3 I 1 �+ SPRINKLER HEAD LEGEND ,. BLACK SEMI RECESSED SPRINKLER HEAD- SEE SHEET FP1.1 FOR MORE INFORMATION WHITE FULLY CONCEALED SPRINKLER HEAD - SEE SHEET FP1.1 FOR MORE INFORMATION BLACK PENDANT TYPE SPRINKLER HEAD - SEE SHEET FP1.1 FOR MORE INFORMATION a EQ 4 4 ® � 1 EQ � C�7 w 11 ¢ II EQ _11 I 0 4 0" 2i -0" EQ. rn 10 -1 19 -B til a L. — RACK a EQ. KACK L. TRACK ul m n w \ 2x4 LAY -IN SUSPENDED r CEILING SYSTEM @ MIN. /14' -D" MAX. A.F.F. a a ii --LINE OF CROWN OF CEILI G. TR LCK 7 _011 I, J 10' -S" P -3 2 1_9" �' / 10-8 P -3 4 M.D.F. I EQ 10' -8" P -3 M.D.F. 10-8" P -3 I M.D.F. EQ START POINT OF CEILING GRID LAYOUT EQ VAULTED CEILING NOTE REFER TO DETAIL F /Al2.2 FOR INFORMATION ABOUT SCREW PATTERN AND PANEL INFORMATION REGARDING VAULTED METAL CEILING IN LOUNGE 22. w EQ « E EQ ti 2. 0 O EQ EQ ICI 1' EQ 4� O 14-6 L. TRACK 7 1 - 011 P -2 m 7 Q EQUAL 7 P -2 a 14 L. TRACK a � JI 4 18 -0" CEILING VAULT (TOP OF VAULT @ 7 -O" P -2 a (TOP OF VAJLT @ 1 LLL a • n• A MI= CL OF G 15 WALL = -1-4 0 t =1 N a N 23 ' L 1 • IL1 II NEE 111 TUN IF 1 � 1 1 ENE 0 T - El JL• t 1 i Anali ta C3 10 P -3 J a M D.F. 10' M ¢ u.l PH3 D.F. 18' -0" CEILING VAULT l -6 ") EQUAL 1_ E L 0 I / II E0 1 2 -0 TRACK LIGHT SUPPORT SPACING TO BE 4' -0" OC. WITH END SUPPORTS NOT MORE THAN 2' -0" FROM ENDS. AT SALES ROOMS, LOCATE SUPPORT RODS AT RECESSED GROOVES IN CEILING TILES ONLY. 1E -a' L. — RAC 17' -10" / ry1 - J 10 3" L 16' -3" L. TACK 16' -3 c II A INE OF 12 CROWN a a L. T 16'-3' L. T a II II SPRINKLER NOTES AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE DESIGNED AND SUBMITTED UNDER SEPERATE REVIEW AND 15 NOT INCLUDED AS PART OF T1-41S SET G.G. TO PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW PORCH ROOF --- SALES ROOM CEILING 2' X 2' LAY -IN CEILING SYSTEM AT 10 A.F.F. LI EOF GOWN 10 P -6 LINE OF CROWN 1 O L� 4' \I 0 0 m m az co W F- a 0 re 1- IJ 0 CO 0 CD 0 9 N r w U a O.OD CO `J J C7 a J 2 ma Q w z o re C) LLW � H= 111 w ooc Ne X0)CO I- 7087 REGMIERED ARCHITECT 0 W J 0 N WILLIAM EDWARD ABBOT STATE OF WASHINGTON 11060390603 SHEET A31 STORAGE BIN NOTE IF A STORAGE PLATFORM IS CONSTRUCTED ABOVE RESTROOMS PER DETAIL F /Al2.4, G.C. SHALL CONSTRUCT A STORAGE BIN CAGE ON THAT PLATFORM IN ACCORDANCE WITH DETAIL J /Al2.5 2x4 LAY -IN SUSPENDED CEILING SYSTEM @ 12' -0" MIN,/14' -0" MAX. A.F.F. LIGHTS MTD ON GYP. BD. CLG. BELOW TYPICAL @ PLATFORM. SALES ROOM CEILING 2' X 2' LAY -IN CEILING SYSTEM AT A.F.F. TRACK LIGHT SUPPORT SPACING TO BE 4' -0" OC. WITH END SUPPORTS NOT MORE THAN 2' -0" FROM ENDS. AT SALES ROOMS, LOCATE SUPPORT RODS AT RECESSED GROOVES IN CEILING TILES ONLY. B1_011 P -4 G.W.B. "X" B.R A-N-G CCTV CAMERAS WALL MOUNTED CAMERA AMERA NUMBER 17 Pzril CEILING MOUNTED CAMERA PAN, ZOOM, TILT CAMERA D'- 0 "A.F.F. DEFINITION NOTE: REFERENCE FLOOR HEIGHT OF 0' -0" A.F.F. IS RELATIVE TO TI-1E TOP OF THE WOODEN FLOOR. CERAMIC TILE IN CLUB ROOM AND OTHER AREAS IS INSTALLED BELOW 0'- 0 "A.F.F. ALL CEILING HEIGHT ELEVATIONS ARE RELATIVE TO THE TOP OF WOODEN FLOOR. SEE GENERAL NOTE 443 4 CODED NOTE #17 ON SHEET A2.1 FOR MORE INFORMATION. ONE HOUR TUNNEL CONSTRUCTION g" G W B CEILING AT 8' -0" A.F.F. PAINT TO MATCH MALL FINISHES J TRACK LIGHT SUPPORT SPACING TO BE 4' -0" OC. WITH END SUPPORTS NOT MORE THAN 2 -O" FROM ENDS. AT SALES 1200MS, LOCATE SUPPORT RODS AT RECESSED GROOVES IN CEILING TILES ONLY. PENETRATION NOTE ANY HOLES GUT IN DECK ABOVE LARGER THAN 12 "x12" MUST BE REINFORCED WITH STRUCTURAL STEEL AND PROTECTED AS REQUIRED BY CODE. CONTACT OWNER'S C.M. AND LANDLORD FOR APPROVAL. G.G. REQUIRED TO CONTACT ARCHITECT FOR STRUCTURAL. DESIGN. NOTE ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO BE SUSPENDED FROM STRUCTURAL STEEL ONLY, FOR BEAMS, ANCHOR TO TOP OR BOTTOM FLANGE. FOR STEEL TRUSSES, GIRDERS, AND JOISTS, ANCHOR TO TOP CHORD OR, IF NECESSARY TO SUSPEND FROM BOTTOM CH0RD, HANG ONLY FROM PANEL POINTS AND BRACE TO TOP CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC SALES ROOM CEILING 2' X 2' LAY -IN CEILING SYSTEM AT 10 A.F.F. AUDIO EQUIPMENT REFER TO AUDIO FLAN (SHEET 1:3.1) FOR FULL AUDIO EQUIPMENT DEVICE LOCATIONS AND INSTALLATION INFORMATION 2x4 LAY -IN SUSPENDED CEILING SYSTEM @ 12' -0" MIN. /14' -O" MAX. A.F.F. LINE OF BULKHEA 15' -O" A. TYP. \-.—LEASE LINE ALL .F. LINE OF MALL WALKWAY @ A.F.F. NEW 8" G.N.B. CEILING FLUSH WITH BOTTOM OF MALL II BULKHEAD AT 15' -0" AB. M LL FIN. FLOOR, PAINT TO MA MALL NEUTRAL FINISHES SEE ELEC. DWGS. FOR MOUNTING INSTRUCTIONS PORCH ROOF FRAME SUPPLIED BY OWNER, INSTALLED BY G.G. SEE SHEET A8.6. SENSOURCE DEVICE TO 13E CENTERED ON BEAM IN PORCH 2X8 LOGGIA CEILII RAFTERS @ 12" 0. SUPPLIED BY OWt INSTALLED BY G. LINE OF MALL BULKHEAD LINE I OF PORCH ER, NEW g ° qW.B. CEILING FLUSH WITH BOTTOM OF MALL BULKHE D AT 15' -0" AS. MALL. FIN. FL R, PAINT TO MATCH MALL N TRAL FINISHES REFLECTED CEILING PLAN 1/4" = 1' -0" 17.6 RECEIVED CITY OF TUKWILA OCT 2 5 2001 PERMIT CENTER M1 GENERAL NOTES SYMBOL 0 4' SURFACE MOUNTED SPOT LIGHT SURFACE MOUNTED GIMBAL RING GC TO START LAYOUT OF BORDER AND CEILINGS IN SALES ROOMS AT CABINET CENTERLINE BETWEEN SALES ROOMS. PERIMETER BORDER TO FLOAT ALLOWING FULL 2' x 2' TILES. SEE DTL. A/I0.1 2. ALL CEILINGS ARE AT I0-8' ABOVE FINISHED FLOOR UNLESS SPECIFICALLY NOTED OTHERWISE. 3. LIGHT FIXTURES TO BE CENTERED IN TILE U.O.N. 4 ALL LIGHT FIXTURES, WIRING METHODS, ETC. WITHIN A PLENUM CEILING MUST BE 'PLENUM APPROVED' PER LOCAL ORDINANCES. 5. VERIFY ALL CLEAR HEIGHTS WITH A SITE SURVEY. 6. ALL SPRINKLER HEADS AT STOREFRONT TO BE CONCEALED HEAD TYPES. 7. BACK OF 'EXIT' SIGN SHALL NOT BE VISIBLE FROM THE MALL COMMON AREA 8. ALL CEILINGS MUST PROVIDE ACCESS TO LANDLORD EQUIPMENT, PULL BOXES, J - BOXES, DAMPERS, VALVES, ETC. G.G. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. CEILING LEGEND ALL LD ARE FROM DRAWINGS SPECIFICATIONS; THE FINISH FACE OF WALLS U.N.O. DESCRIPTION MONOPOINT FIXTURE MOUNTED ON RECESSED 4x4 JUNCTION BOX RAIL MOUNTED SPOT LIGHT - 5EE SHEET E2.1 FOR LOCATIONS RAIL MOUNTED MINI PAR LIGHT FIXTURE - SEE SHEET E2.1 FOR LOCATIONS SENSOURCE DEVICE TO BE CENTERED ON PORCH BEAM SUSPENDED TRACK LIGHT FIXTURE WITH RAIL MOUNTED SPOTS WALL MOUNTED FIXTURE W/5 LAMPS 4' SURFACE MOUNTED FLUORESCENT LIGHT SYMBOL X CEILING MOUNTED EXIT LIGHT RECESSED EMERGENCY LIGHT DESCRIPTION CEILING MOUNTED EXIT /EMERGENCY LIGHT (NON -SALES AREA) CEILING MOUNTED EMERGENCY LIGHT CEILING MOUNTED EXIT /EMERGENCY LIGHT (LOUNGE 22) CEILING MOUNTED EXIT SIGN (LOUNGE 22) SUPPLY DIFFUSER BY MECHANICAL CONTRACTOR RETURN REGISTER BY MECHANICAL CONTRACTOR WIRELESS ACCESS POINT LOCATED ABOVE CEILING SALES CEILING CROWN DETAIL SCALE: 3 = 1 -0 a � oo u_ CEILING "T' BAR GROWN MOLDING SUSPENDED EMBOSSED METAL LOOK CEILING PREFAB CASING SUPPORT, ANCHORED TO CEILING GRID PERIMETER ANGLE IN BELOW GRID - USE SPACER DUSTPROOF STRIKE ROUGH OPENING. -1 I/2" DUSTPROOF STRIKE LOCATION SCALE: 1 1/2 w I -0" SUPPLY GRILLE G.C. SHALL INSTALL RETURN AIR GRILLES SO THAT FINS ANGLE TOWARD REAR OF STORE NEAREST ADJACENT WALL G.C. SHALL SUPPLY AND INSTALL FAUX FINISH ON AIR DEVICES (SALES AREA ONLY). BRUSH STROKES SI -IALL RUN LINEAR DIRECTION PERPENDICULAR TO PORCH STOREFRONT. Doi.461- CEILING AIR DIFFUSER FINISH DETAIL SCALE: 1 = I' -0 RETURN GRILLE FAUX FINISI -I: I. MIX 10% WATER INTO COLOR (SF -4) 2. USE 2 CHIP BRUSH (THROW AWAY BRUSH), DO NOT USE A HIGH QUALITY BRUSH 3. DIP ONLY TIP OF BRUSH INTO PAINT (Y4 OF BRUSH) 4. DRAG THE BRUSH LIGFITLY OVER SURFACE OF DIFFUSER SO PAINT IS STREAKED,UNEVEN 4 HAS BROKEN LINES, LONG STROKES WORK BEST 5. D0 NOT BLEND (DO NOT GO OVER THE SAME AREA) RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER W 1- 0 0, O Y.A Con mommil 0 0 0 N T LLI 0 SHEET 6 z 0 V W 0 aco a ( o J O) a J 2 O d 2H CO I JE 00 ; _ C 7OI k HliECT WILLIAM EDWARD ABBOT STATE OF WASHINGTON 1106039 (5603 3 .2 NON -SALES FINISHES NUTTER ROD JUSTERS I SIDE OF El3INET WALL SHUTTER ROD ADJUSTERS TI-HS SIDE OF INET WALL if BETT S #1 754 SQ.FT. S1- (UTTER ROD ADJUSTERS THIS SIDE OF CABINET WALL ONLY 350 SQ 1 M M FC -S II II . M M II M M 1 WALLS 1 BASE 1 FC -S 11 FINISH FLOOR 1 P_4 1 GWB CEILINGS P -2 11 DOORS 4 FRAME RESTROOM FINISHES TOCK AREA . 1 WALLS (ABOVE TILE) WALL TILE TILE BASE j FINISH FLOOR J GWB CEILINGS 1 DOORS * FRAME SERVICE AREA / 1 432 S Q .FT. Odd 1 __ 11 w D !NIL! II ro") I Cl I1 SERVICE ARE 282 SQ.FT. DREAM STEAMER ■I •■ ■■ ■■ NON -SALES FINISHES 1 DOORS FRAME SHUTTER ROD ADJUSTERS T1-119 SIDE OF CABINET WALL 0 LY 13' -64" OPP. WITH NO SHUTTER ROD ADJUSTERS PREP DESK DETAIL D3/Al2.4 D 15? zrD3b ( ") REFER TO NON -SALES FINISHES 1 WALLS BASE 1 FINISH FLOOR 1 GW5 CEILINGS 1 DOORS 4 FRAME LOUNGE 2 943 SQ.FT. LOOKER ROOM M M 242 SQ.FT. SHUTTER ROD ADJUSTERS THIS SIDE OF / CABINET WALL ONLY 1_ 4 D iDES #2 cti 488 SQ.FT. SHUTTER ROD ADJUSTERS THIS SIDE OF CABINET WALL 7'0" MIN. E . DUDES #1 671 SQ.FT. DWARE BIN z J a Q z a ARCHITECT WILLIAM EDWARD ABBOT STATE OF v SHI TON N E: THE G.C. 15 TO PROVIDE AND INSTALL 20ga. G LVANIZED SHEET METAL 48" HIGH. MOUNT 2" A. .F. TO ALLOW FOR 4" VINYL BASE. - SEE DETAIL 5/Al2.7 METAL WAINSCOTING NOTE ' —BRA I WATERPROOF- MEMB1-ANE NOTE THE G.C. S1 -1ALL SUPPLY AND INSTALL A LANDLORD APPROVED WATERPROOF MEMBRANE UNDER CERAMIC TILE (FG -5). MEMBRANE 15 TO BE WATERPROOFED AT ALL PENETRATIONS 15 TO EXTEND 6" UP PERIMETER. SEE DETAIL F/Al2.5. NOTE: ALL FLOOR TRANSITIONS SHALL BE FLUSH AND SMOOTH G.C. TO MATCH SEVICE CORRIDOR FINISHES INTO ALCOVE DEAD AREA 65 SQ.FT, H STOCKROOM SHELVING NOTE INDICATES STOCKROOM SHELVING DETAIL NUMBER, SEE SHELVING DETAILS ON SHEET Al2.4. 22' -0" DEAD AREA 147 SQ.FT. NOTE: ROOM AREA CALCULATIONS NOTED ON PLAN ARE USED FOR OCCUPANCY LOAD AND SHALL NOT BE USED FOR MATERIAL TAKE OFF. 27 -0" TENANT FLOORING NOTE G.C. TO COORDINATE FLOOR TRANSITION WITH ON SITE MALL REPRESENTATIVE. G.C. IS TO INSTALL TENANT FLOORING FINISH (FC -2) FROM STOREFRONT TO LEASE LINE OR TO LOCATION INDICATED, MAINTAINING FLUSH SURFACE TRANSITIONS. REFER TO DETAIL F/Al2.3 MALL FLOORING NOTE G.C. TO COORDINATE FLOOR TRANSITION WITH ON SITE MALL REPRESENTATIVE. G.C. 15 TO PROVIDE AND INSTALL MALL FLOORING FINISH FROM STOREFRONT TO LEASE LIFE, MAINTAINING FLUSH SURFACE TRANSITIONS, 1 LEASE LINE PAINT TO MATCH MALL NEUTRAL FINISH w/ MALL BASE FILL IN WITH MALL TILE ■ 1 TILE' 9 SQ.F 0000 - 70040001 n�00000U A IV gra 100 1 1,e111411 LEASE LINE \ \\ STOREFRONT ELEVATIO FILL-I IN WITH MALL TILE e+ � Of Ti,.;,µ.. PRESENTATION PLAN 1/4" = 1' -0" NO V .; 2001 MALL TILE \ BY G.C. 1 1 PAINT TO MATCH \ MALL NEUTRAL 1119ffir FINISH w/ MALL 1 BASE 1 r 11° RECEIVED CITY OF TUKWI OCT 2 5 2007 PERMIT CENTER 7087 W J 1::::O 2 N f 5 0 co O J a 2 cc 0 W W CO 0 = J � I 0 0 = cn 10w 11066390603 SHEET A O W v a. co l- a) J O) Z 2 0 cc uj Z Z (/a w 0 a (0 I- x 0 METAL WA NSCOTING NO E NOTE: T GALVANI A.F.F. T DETAIL E G,C, IS TO ED SHEET M ALLOW FOR /AI2.7 PROVIDE AND INST TAL 48" HIGH, MOU " VINYL BASE. - LL 20ga. T 2" EE NON -SALES FINISHES NUTTER ROD JUSTERS I SIDE OF El3INET WALL SHUTTER ROD ADJUSTERS TI-HS SIDE OF INET WALL if BETT S #1 754 SQ.FT. S1- (UTTER ROD ADJUSTERS THIS SIDE OF CABINET WALL ONLY 350 SQ 1 M M FC -S II II . M M II M M 1 WALLS 1 BASE 1 FC -S 11 FINISH FLOOR 1 P_4 1 GWB CEILINGS P -2 11 DOORS 4 FRAME RESTROOM FINISHES TOCK AREA . 1 WALLS (ABOVE TILE) WALL TILE TILE BASE j FINISH FLOOR J GWB CEILINGS 1 DOORS * FRAME SERVICE AREA / 1 432 S Q .FT. Odd 1 __ 11 w D !NIL! II ro") I Cl I1 SERVICE ARE 282 SQ.FT. DREAM STEAMER ■I •■ ■■ ■■ NON -SALES FINISHES 1 DOORS FRAME SHUTTER ROD ADJUSTERS T1-119 SIDE OF CABINET WALL 0 LY 13' -64" OPP. WITH NO SHUTTER ROD ADJUSTERS PREP DESK DETAIL D3/Al2.4 D 15? zrD3b ( ") REFER TO NON -SALES FINISHES 1 WALLS BASE 1 FINISH FLOOR 1 GW5 CEILINGS 1 DOORS 4 FRAME LOUNGE 2 943 SQ.FT. LOOKER ROOM M M 242 SQ.FT. SHUTTER ROD ADJUSTERS THIS SIDE OF / CABINET WALL ONLY 1_ 4 D iDES #2 cti 488 SQ.FT. SHUTTER ROD ADJUSTERS THIS SIDE OF CABINET WALL 7'0" MIN. E . DUDES #1 671 SQ.FT. DWARE BIN z J a Q z a ARCHITECT WILLIAM EDWARD ABBOT STATE OF v SHI TON N E: THE G.C. 15 TO PROVIDE AND INSTALL 20ga. G LVANIZED SHEET METAL 48" HIGH. MOUNT 2" A. .F. TO ALLOW FOR 4" VINYL BASE. - SEE DETAIL 5/Al2.7 METAL WAINSCOTING NOTE ' —BRA I WATERPROOF- MEMB1-ANE NOTE THE G.C. S1 -1ALL SUPPLY AND INSTALL A LANDLORD APPROVED WATERPROOF MEMBRANE UNDER CERAMIC TILE (FG -5). MEMBRANE 15 TO BE WATERPROOFED AT ALL PENETRATIONS 15 TO EXTEND 6" UP PERIMETER. SEE DETAIL F/Al2.5. NOTE: ALL FLOOR TRANSITIONS SHALL BE FLUSH AND SMOOTH G.C. TO MATCH SEVICE CORRIDOR FINISHES INTO ALCOVE DEAD AREA 65 SQ.FT, H STOCKROOM SHELVING NOTE INDICATES STOCKROOM SHELVING DETAIL NUMBER, SEE SHELVING DETAILS ON SHEET Al2.4. 22' -0" DEAD AREA 147 SQ.FT. NOTE: ROOM AREA CALCULATIONS NOTED ON PLAN ARE USED FOR OCCUPANCY LOAD AND SHALL NOT BE USED FOR MATERIAL TAKE OFF. 27 -0" TENANT FLOORING NOTE G.C. TO COORDINATE FLOOR TRANSITION WITH ON SITE MALL REPRESENTATIVE. G.C. IS TO INSTALL TENANT FLOORING FINISH (FC -2) FROM STOREFRONT TO LEASE LINE OR TO LOCATION INDICATED, MAINTAINING FLUSH SURFACE TRANSITIONS. REFER TO DETAIL F/Al2.3 MALL FLOORING NOTE G.C. TO COORDINATE FLOOR TRANSITION WITH ON SITE MALL REPRESENTATIVE. G.C. 15 TO PROVIDE AND INSTALL MALL FLOORING FINISH FROM STOREFRONT TO LEASE LIFE, MAINTAINING FLUSH SURFACE TRANSITIONS, 1 LEASE LINE PAINT TO MATCH MALL NEUTRAL FINISH w/ MALL BASE FILL IN WITH MALL TILE ■ 1 TILE' 9 SQ.F 0000 - 70040001 n�00000U A IV gra 100 1 1,e111411 LEASE LINE \ \\ STOREFRONT ELEVATIO FILL-I IN WITH MALL TILE e+ � Of Ti,.;,µ.. PRESENTATION PLAN 1/4" = 1' -0" NO V .; 2001 MALL TILE \ BY G.C. 1 1 PAINT TO MATCH \ MALL NEUTRAL 1119ffir FINISH w/ MALL 1 BASE 1 r 11° RECEIVED CITY OF TUKWI OCT 2 5 2007 PERMIT CENTER 7087 W J 1::::O 2 N f 5 0 co O J a 2 cc 0 W W CO 0 = J � I 0 0 = cn 10w 11066390603 SHEET A O W v a. co l- a) J O) Z 2 0 cc uj Z Z (/a w 0 a (0 I- x 0 GENERAL NOTES 1. ALCOVE SIDE DOOR AND METAL FRAME TO BE PAINTED P -2 TO MATCH TRIM PIECES. 2. NONSALES SIDE DOOR AND METAL FRAME TO BE PAINTED P -2 TO MATCH TRIM PIECES ONLY IF NONSALES SIDE 15 FINISHED AS FAUX LOCKER ROOM (BARREL VAULT CONTINUES THROUGH AND SHUTTERS ARE LEFT OPEN. SHELVES WILL NOT EXCEED PAST SHUTTERS) 3. NONSALES SIDE DOOR AND METAL FRAME TO BE UNFINISHED ON IF NONSALES SIDE IA FINISHED AS TYPICAL NONSALES 80011 (WALL 15 BUILT BEHIND SHUTTERS AND PAft TiiD P -1 LAY -IN CEILING IN THEN BUILT IN THE STOCK ROOM AND SHELVES INSTALLED TYPICAL). FIXTURE SCHEDULE B1 B2 B3 C1 C2 CH CW1 CW2 GB SM -1 SALE BENCHES LOCKER ROOM BENCH(ES) - SEE DETAIL D /AI2.1 LOUNGE 22 BENCHES) 42" W. x 21" D. CABINET WITH (2) MATCHING 21' W. SHUTTERS ABOVE 63" W, x 21' D. CABINET WITH (3) MATCHING 21' W. SHUTTERS ABOVE SURFACE MTD COAT I -1001( MTD. @ 48" A.F.F. U.O.N. - SEE DETAIL C/Al2.1 LOUNGE 22 CASHWRAP/BACKWRAP COUNTERS SALES ROOM CASHWRAP/BACKWRAP COUNTERS co BACK CABINET - SEE DETAILS ON A10.2 STEEL WALL PROVIDED BY OWNER AND INSTALLED BY G.C. - SEE DETAIL C OR E/AII.I M1 SALES FLOOR MIRROR M2 LOCKER ROOM MIRROR - SEE DETAIL C/Al2.1 MI -1 MARKETING IMAGE # 1 - SEE DETAIL B /AI2.3 MI -2 MARKETING IMAGE # 2 - SEE DETAIL C /Al2.3 MI -3 MARKETING IMAGE # 3 - SEE DETAIL D /AI2.3 MI -4 MARKETING IMAGE # 4 - SEE DETAIL C /AI2.3 S1 PORCH 5IGNAGE S2 STOREFRONT COLUMN 5IGNAGE (DIRECTIONAL) - 5' -6' A.F.F. TO BOTTOM (CENTER HORIZONTALLY) S3 LOCKER ROOM WALL SIGNAGE - 2' FROM RAIL TO BOTTOM OF SIGN, CENTERED ON WALL - SEE DETAIL J /Al2,1 VW VIDEO WALL - SEE DETAILS ON Al2.6 AREA INFORMATION GROSS = 8,710 sq,ft. TOTAL SALES = 5,131 sq,ft. DUDES $ BETTYS SALES DUDES SALES BETTY'S SALES PORCH TILED /DEAD AREA LOUNGE 22 LOCKER ROOMS NON —SALES = 2,859 sq,ft. STOCK SERVICE = 3,746 5.F. = 2,587 sq,ft. = 1,159 sq,ft. = 350 sq,ft. = 313 sq,ft. = 943sq,ft. o. 571 sq,ft. = 2,145 sq,ft. = 714 sq,ft. CABINET INSTALLER TO INSTALL SHUTTERS AND CABINET BASES BEFORE FLOORING IS INSTALLED, FLOORING INSTALLER TO SCRIBE SUB- FLOORING AND FLOORING TO BASES. FLOORING CONTRACTOR TO RUN 6" WOOD THRESHOLD, SUPPLIED By OWNER AT ALL PASS -THRU DOOR LOCATIONS WHERE THE ROOM 15 WOOD GOING TO A NODE ROOM G.C. TO ADJUST SETTING BED UNDER EACH FLOOR MATERIAL TO ACI -IIEVE FLUSH TRANSITION. A WOOD THRESHOLD SUPPLIED AND INSTALLED BY OWNER 3/4" WOOD FLOORING OVER 3/4" PLYWOOD SUBFLOORING ftygn T F ,� 9- ia rem ry 1 1/4 4 3/4" LAYOUT POINT CENTERLINE OF CABINETS WOOD THRESHOLD 1/2 FROM CENTERLINE ', REVD CITY OF TUKVWILq OCT 2 5 2007 PERMIT CENTER SALES AREA DOOR THRESHOLD DETAILS SCALE: 6" = 1' -0' O W O 2 z 0_ 5 L ti G a z Q J 0 z 0 z rr Vl a M O J a w G � CC LU I- 0 CO 0 0 2 CO J 0 W 0 aco a co co J � � • 0 re C5 W Z I- _ Z co W U Da uJ ' 0 co M n a co 1— 7087 - ._. - - -� . ARCHITECT WILLIAM EDWARD ABBOT ST'TE .'.A •HINGTON 6` 11060390603 z SHEET A 2 NALL BEYOND P - q1 MALL BULKHEAD G W B. FINISH TO MATCH MALL BULKHEAD LEASE LINE (VARIES) P -3 1 a ■••r+rr■.rrr.rr • al SHUTTERS SHUTTERS P -3A P -3 ® 5 SHUTTERS 1 P -3A P -6 I TEXTURE RASE •1 of 1 P -3 P -6 13A5E 1 P -3 BASE 0 1 P -2 cro PIREFIN. w SHUTTER ROD ADJUSTERS, TYP. THIS ELEVATION LLL 1 P -2 P -3 TRIM TRIM P -2 1 WALL BEYOND P -q 1 .11 - - --- - wwo_w SHUTTERS \ / OPEN TO OGKER ROOK^ / \ / \ / \ SHUTTERS 1 P -3A 1 P -2 BASE SHUTTERS P -3A P -3 1 1 1 1 1 TRIM P -2 NALL BEYOND P -9 .. P -3 I 0 J1 • 11 p L Pr2 � I u_Ua BASE t WALL TRIM c ,, x u_ ~ a co TRIM 1 P -2 MARKETING IMAGE #2 SEE C /Al2.3 \ / OPEN TO BEYOND / \ / \ P -2 BASE P -3 1 P -2 BASE V DEO WALL - SEE DETAILS ON Al2.6 TRIM P -2 PREFIN, SHUTTER ROD ADJUSTERS MDF P-3 1 P -3 SHUTTERS ELECTRONIC DOOR OPENER PUSHPLATE @ H,C. ACCESSIBLE DOOR. PROVIDED BY OWNER AND INSTALLED BY G.G. SEE DETAIL B /E2.2 WALL BEYOND 1 P -q 1 I P - 3 1 P -2 BASE r=n MARKETING IMAGE #k2 SEE G /Al2,3 MARKETING IMAGE #2 SEE C /AI2.3 P -9 P -2 11 BASE SHUTTERS HALL BEYOND 1 P -2 SHUTTERS P -3A 1 SHUTTERS 1 -3A WALL BEYOND 1 P -q P -2 1 P - 3 1 P -3 1 MDF OPEN TO BEYOND / \ OPEN TO BEYOND / \ I \ / \ / \ 1 P -2 BASE PRBFIN. OPEN TO BEYOND / \ / \ 1 P -3 / / \ P -2 1 BASE VIDEO WALL - SEE DETAILS ON Al2.6 P -3 P -2 TRIM MARKETING IMAGE #2 SEE C/Al2.3 1PREFIN, P -3 TRIM 11 P -2 SHUTTERS 1 P -3A 1 P -3 WALL BEYOND P -9 WALL BEYOND SHUTTERS P -q 1 17-3A11 \ 3B / / OPEN TO _OCKER ROC' / \ / \ 1 P -3 11 / / / / PEN TO BEYOND 1 P -2 BASE 1 P -3 1 P -3 \ / OPEN TO BEYOND / \ P -2 \ / \ / \ / OPEN TO BEYOND / \ / \ / \ / \ P -2 TRIM P -2 P -3 SHUTTERS P -3A PREFIN.1 WALL BEYOND P -9 1 MALL BULKHEAD \ g G.W.B. BY G.C. FINISHED TO MATCH TYPICAL MALL BULKHEAD EWE MIM LEASE LINE (VARIES) HALL BEYOND 1 P -q 1 FINISH NOTES BASE SHUTTERS P -3A SHUTTERS P -3A MIN SHUTTER ROD ADJUSTERS I P - 3 1. SEE 'FINISH SCHEDULE' ON SHEET A0,2 FOR PAINT TYPES, 2. SEE PRESENTATION PLAN SHEET A4.1 FOR CABINET TYPES AND ARRANGEMENTS. 3. G.G. TO INSTALL WOOD BASE PROVIDED 5Y OWNER ON ALL SALES AREA COLUMNS AND WALLS NOT COVERED BY CABINETS. SCRIBE WALL BASE TO TOP OF FINISHED FLOORING. '_;R DOOR FRAME ASSEMBLY BOOKCASE CROWN MOLD AT TOP OF DOOR FRAME WOOD CASING DOOR FRAME CEILING a RECEIVED CITY OF TUKWILA O(;I 2 5 2007 PERMIT CENTER CEILING GROWN BUTT TIGHT TO DOOR FRAME L- SHAPED BLOCKING UNDER CROWN WALL 1 W 9 ca z 0 W CC 0 CC W a ca w 1— a d 1-T Ix w M Q 7087 W 0 a a (0 '-- co J O) J Z J • O Q W Z 2 1 — _ CC Z 0 � :1- (4 00c _ (0 (01- WILLIAM EDWARD ABBOT STATE OF WASHINGTON AI 11060390603 9 w a O 0 REWiegiEj ARCHITECT SHEET 71 P -3 1 L SHUTTERS 1 P -3 TRIM P -2 P -2 1 P -2 BASE 4 WALL TRIM P -3 # # 1 P -101 1 P -3 'M' (REFER TO SHEET Al2.1 FOR MORE FITTING ROOM INFORMATION) i \ / \ / \ / \ / OPEN TO BEYOND / / \ / \ / \ P -2 FITTING ROOM DOORS AND PARTITIONS PROVIDED BY OWNER, INSTALLED BY G.C. OPEN TO BEYOND / \ / \ / \ P -3 1 P -3 1 1 P -2 1 BASE $ WALL TRIM SHUTTERS P -3A 1 PREFIN.I P -2 1 BASE $ WALL TRIM H.C. FITTING ROOM MIRROR UP LIGHT (TYPICAL) IPREFIN. MEM 1 1 P -10 1 P -3 1 MI \ / \ / \ / OPEN TO BEYOND / \ / OPEN TO B EYOND / \ / \ / \ P -3 SHUTTERS P -3A P -2 / FITTING ROOM DOORS AND — PARTITIONS PROVIDED BY OWNER, INSTALLED BY G.C. P -3 1 P -2 \ P -10 1 BASE GO -BACK CABINET. SEE AI0.2 FOR MORE INFORMATION (REFER TO SHEET Al2.1 FOR MORE FITTING ROOM INFORMATION) 1 P -3 1 P-2 1 WALL BEYOND P -c l 1 TRIM F'-2 OPEN TO BEYOND / \ 1 P -2 1 BASE $ WALL TRIM P -3 P -3 TRIM l P -2 P -3A 1 MARKETING IMAGE #2 SEE C/Al2.3 P - 3 1 P -2 BASE FPREFIN. SURFBOARD PRESENTATION ITEMS - PROVIDED BY OWNER SET IN PLACE BY OWNER WALL BEYOND 1P - q1 SM -1 1 BACK WRAP 1 P -3 r MARKETING IMAGE #4 SEE C/Al2.3 1 r P - 3A P -2 BASE P--3A SHUTTERS P -2 P - 3 I SHUTTERS IP -3A 1 1 P -3 1 1 ti EH \ / \ / \ / OPEN TO BEYOND / \. / \ / \ 1 1 P -2 1 BASE 1 P -3 1 DO iszlo TRIM P -2 SHUTTER ROD ADJUSTERS, LOCATED ON BETTY'S #3 SIDE ONLY CITY OF RECEIVED OCT 2 5 2007 PERMIT CENTER } W 9 0, 70b. 0 V W O 9 0, w H 1— m w 0 � co W 0 9 N SHEET 0 ✓ W v aco 13. co Co � 43) J 2 J 2 O J C, Q w Z � �— o CC W ww CO =off 00 CO ICO(DI— kROmITECI WILLIAM EDWARD ABBOT STATE OF WASHINGTON 11060390603 7.2 HOLLISTER Co. P II CROWN ASSEMBLY DETAIL B /A8.1 NOTE - RUN PURLINS INTO BULK1- EAD AND j p -7 11 5/8" G.W.B. LAY 3/4" X 1 1/2" TRIM ON TOP, THIS WILL P -2 11 3/4" X 11/2" TRIM FRAME NGULAR AREA ON SOFFIT UNDER ROOF P -2 I CROWN ASSEMBLY DETAIL C /A8.1 3 3/4" 7 15/16" .�■11 .-- / -- - r � I 9 11 P _7 „Z /l b 4 ` - „%I /El L ------------; ff =EN 1 ' oW �r�U aNP TRI M !W? _ j i w I Z _ f A WOOD BLOCKING ------:-.-/'- 5140E MOLDING - TYPICAL � !� ('WIC •4-------- UPPER CROWN / / • 11 I II - I - 4G 1 OP FLL'OR1NG WER 3/4' lo■-r • (' UPPER CROWN #1 MOULD #2 1 I /8" [ 3/4' FIRE G.W.B. RETARDANT (WHERE WER REQUIRED PLYWOOD 5/5 TYPE BY CODE) 'X 1 \ r CORNICE ' LOWER CROWN #1 N / = OPEN (f1 11 n 4 1 � .. i4-� -I I ++I . -.. .. - ' I ++ - I + „0 ASSEMBLY iiI + ++ I ++ P -6 / \ I ■\_ I BED MOULDING TEXTURED 3 5/0 STUD WITH BOTTOM PLATE (TYP. U.N.O.) 6' x 16 GA. METAL JOISTS / / / \ \ \ ' 1 AT 12' P.C. i , - — EXISTING MALL FLOOR 0 SLAB J [ - nY�c: -_, Y Y:Y ,• E::L ••�i - -- -ai •I 11 ,!i'•:,�iiie !y:ai° ii'? .. • ..:..__.J' :, !- °:;....•ni.,- ....°:::;...r �: e!— -::: 1 �. -y ....e....n... - -_ i':,.•�I id; . °; �' i Y�= il4 ,.�' _'. — r_,.-....- .,. l!iL 1 P dd ii,�ii53:.. - •' p -6 PORCI1 BALUSTRADE I SEE A/A8.5 WOOD BASE RETURN BASE TRIM INTO ITSELF AT EDGE OF BULLNOSE B CROWN ASSEMBLY C 6 = I -0 CROWN ASSEMBLY 6 - 1 n PORCH ELEVATION • 1/2" - 1 E SECTION THRU PORCH PLATFORM 3/4"=1 CANVAS CLOSURE REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE P -3 WOOD TRIM — I , BY OWNER 4 um w•i I . --- y . . - - - -- r — I ^_.._ - � � ; N. u u u u u u \ / N. / 5 i REVISIONS: t 1 ' ri r v 0 7 r '6 4 Vi, 'V o 1 a v 0 V 0 � \ i 1 N / P -7 I \ / TEXTURED N / \ / OPEN / N P -6 / \ TEXTURED / \ . / / N. ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 1 I LANDLORD DATE:9 -6 -07 I BID DATE: 11 -12 -07 I r i LOGGIA ELEVATION 1/2 " =1 -0" r a a d.... RECEIVED CITY OF TUIKWILA OCT 2 5 2007 PERMIT CENTER STOREFRONT ELEVATIONS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 CHK: NEA V3M : NMda a FIRM: A&A DSGNR: T.M. SCALE:AS NOTED 7087 WIWAM STATE \ REGSTSED ARCHITECT EDWARD ABBOT OF WASHINGTON C 11060390603 SHEET L. W Z 0 0 EXISTING STONE VENEER NEUTRAL COLUMN BY LANDLORD W Z 0 0 W -I - _ 0 a 2 i HOLLISTER Co. MALL BULKHEAD I TRANSOM SHUTTER (PAINT WALL BEHIND P -8) g" G.W.B. PAINTED TO MATCH �� MALL'S NEUTRAL FINISH 8.6 •4. •4 I P -7 . I , . . STOREFRONT FINISH FLAME SPREAD REQUIREMENT: PER TABLE COORIDOR5 AND HER VITWAYSGROUP M, EXIT ACCESS STROREFRONT FINISH MATERIALS (INCLUDING WOOD TRIMS, MOULDINGS, SHUTTERS AND LOUVERS) OPEN TO MALL CONCOURSE TO MEET A MINIMUM CLASS C FLAME SPREAD RATING. \ e ■ m arrimi PORCH FRAMING REQUIRMENTS PORCH ROOF RAFTERS AND PURLINS TO BE FABRICATED FROM FIRE RETARDANT TREATED LUMBER AS ALLOWED BY TABLE 601, NOTE C.3. - - j MI ma REVISION DIRECTIVE KE B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE r" G.W.B. PAINTED TO BASE _,0 , SHUTTER -- P -6 — FRENCH DOOR/TRANSOM APPLICADE ASSEMBLY BASE MATCH MALL'S NEUTRAL FINISH. PROVIDE MATCHING MALL TILE WALL P -6 TE BASE REVISIONS: STOREFRONT ELEVATION l/2p = 1 LLI J J 0 LL, W , I = 0 I a E W _I Q - 0 u_ EXISTING STONE VENEER NEUTRAL MALL COLUMN FROM ROOF LINE UP. (SHOWN HIDDEN FOR CLARITY). G.C. TO REMOVE COLUMN ENCLOSURE FROM ROOF LINE DOWN. G.G. TO INSTALL NEW G.W.B. COLUMN ENCLOURE A5 NOTED FROM ROOF LINE DOWN. G.C. TO SECURLY ANCHOR AND BRACE W NEW AND EXISTING FRAMING AS REQUIRED TO EXISTING MALL COLUMN. Z NOTE - G.G. TO MATCH EXISTING STONE VENEER AS REQUIRED TO EXTEND — ON STORE SIDE OF LEASE AROUND SIDES AND BACK OF COLUMN FROM J ROOF LINE UP. ATTACHED STONE PER LANDLORD'S SPECIFICATIONS. Z J 0 u_ ....... Do----74z)lii_ APPROX. ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -01 1 I LANDLORD DATE:9 -6 -07 I I BID DATE: 11 -12 -07 LOCATION OF SECOND FLOOR NOTE: LANDLORD'S BULKHEAD AND NEUTRAL PIER SHALL APPEAR TO BE "LIKE NEW" CONDITION AT CONSTRUCTION TURN OVER. MALL WALKWAY Zr STOREFRONT ELEVATIONS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 I V3M :>IHD CENTER LINE OF PORCH MALL BULKHEAD P-2 I GROWN ASSEMBLY DETAIL B /A8.I A EXISTING G.W.B. NEUTRAL PIER BY LANDLORD P -7 15/8" G.W.B. P 13/4" X 1 I/2" TRIM VgM :NMVNO 2' -3 " 2 ' -3 " 8" G.W.B. PAINT -2 TO MATCH A / MALL'S NEUTRAL FINISH P-2 CROWN ASSEMBLY DETAIL G /A3 -I I I B.• > • 8.31 P -7 I r r ",,, o < W E TOP OF CROYJN (MAX) 15' -0" 411111r--.0111111P1111PRIP- ^,:r ^r �1� ^M ^i A V ..... ................±......._ r- a in 2 9 -d' L-d HGFNld Q32En1.X31 7 11 9 - �r 110 ,Z1 - ICS ^- ^r 00ft - -- . ----_wV �, r � ;, � r � rl� ;; �; � ;, � „� ; ,�� -^. Q )p I r irk ." r:r /� 1' -3 "t ��������I�L1�L��1r�L -E^�--- ^�-- - ^�--- ! I1v� �` nv�L� -eE�� ^v y - _ `�N,... 1 1 rr I� 1, EI�� - � I IL DSGNR: T.M. / / / / / \ \ 0E -, E / - - / /\ / \ �/ L 1 di P -2 \ I i ,/ / // / \ e \ r ear. oF BED MOLD TO TOP OF GROWN\ CROWN ASSEMBLY DETAIL C /A8.1 \ \ EFED P - 7 I =1NIS-1 UNO -- \ \ \ /" ' i TEXTURE COLUMN A N D TRIM iN 'i 21'd3�ID „G / w\/ / / / / / / / \ / SCALE:AS NOTED A8.1 PARCH BALUSTRADE SEE A/A8,5 �� Q _� ITI co \/ m \ , rz 11sfN13 C32fn1X31 0. I TEXTURE. BASE l : i _ - -/ / e 'TAM I � ,, ...t , • - .. la vITI r �r, , ARD ABBOT ` 1,r- d l V` \\._ 0 s p p G.W.B. PAINTED TO EXISTING 12 H. SKIRT I30A D O 5 R T SKIRT BOARD ELECTRONIC DOOR OPENER PUSHPLATE @ N.C. ACCESSIBLE DOOR. PROVIDED SY OWNER AND INSTALLED BY G.C. SEE DETAIL B /F2.2 TOE STRIP D MATCH MALLS STONE BASE BY NEUTRAL FINISH. (TYPICAL) ) LANDLORD, G.C. TO NOTE: ALL W PORCH ROOF STOREFRONT PAINTED P -6, U.O.N. FRAMING AND ALL WOOD TRIM AT B. PROVIDE= MATCHING MATCH MATCH AS REQUIRED MALL TILE HALL BASI ON SIDE RECEIVED CITY of TUKWILA OCT 2 5 2007 PERMIT CENTER 11060390603 SHEET \ , . a A STOREFRONT ELEVATION 1/2 . 1 -0 L. SCALE: 1 1/2' = 1 (2) 3-5/8" X 16 GA. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS ABOVE LINE OF COLUMN BASE BELOW TEXTURED FINISH OVER x 5/8' GYP. ea TRIM TYP. ON EXTERIOR CORNERS TEXTURED FINISH OVER 5/8" (iYP. BD, ON 3 5/8 METAL STUD FRAMING STEEL POST — SEE A8.6 LINE OF COLUMN BASE BELOW FACE OF GYP. ABOVE LINE OF CROWN ABOVE N u')Ico • 11 - 0 404 TYPICAL COLUMN DETAIL 511 5 6 U 0 N 5/8 GYP, P. Lu/ TEXTURED FINISH L LINE OF CROWN ABOVE 5/8 GYPSUM BOARD ON 3 5/8" METAL FRAMING @ 16' O.C. LINE OF 6" BASE WITH TOE STRIP BELOW 1/2 TRIM ON INTERIOR CORNERS 3 FACE U.N.O. (TYPICAL) HALF NOON SLIDE BOLT DUSTPROOF STRIKE rys.•3 '1 • .AC e r ir* kt 0 • L SCALE: 1 1/2 L 7 BOX BEAM ABOVE 0 LL LL O 0 (^5 (f) h 0 — < < — *WT. - 7. • ./ \‘- 1 w - DOOR FRAME, DOOR AND SHUTTER SUPPLIED BY OWNER, INSTALLED BY G.C. FIXED SHUTTER PORCH ENTRY PLAN DETAIL BOX BEAM ABOVE 3' I I —IN -=KNI 1.11 6/8" GYP BOARD WITH TEXTURED FINISH LINE OF CROWN' ABOVE TEXTURED FINIS!- 1 OVER 3" X 5/8" GYP BOARD TRIM ON EXTERIOR CORNERS SN GI? BOARD NIT H TEXTURED FINISH — r LINE OF 6" BASE WITH TOE STRIP BELOW —IN SECTION THROUGH COLUMN ENCLOSURE SCALE: 1 1/2 1 3 5/8" MTL. STUDS AT 16" O.C. MAX, — LINE OF BASE WIT TOE STRIP BELOW 5/8" WITH TEXTURED FINISH 5/8" X 3" G.W.B. TRIM WITH TEXTURED FINISH WOOD THRESHOLD DUSTPROOF BELOW, DOOR D2 IN CLOSED POSITION SCALE: 1 1/2 ILO" 1'—o U.N.O. @ 1ST LAYER OF GYP 1 U.N.O. @ 2ND LAYER OF GYP (TRIM) SECTION LINE OF CROWN ABOVE 11" TEXTURED FINISH ON 5/8" TYPE 'X' GYP. BOARD OVER 3 5/8" METAL FRAMING (ONE LAYER GYP. BOARD AT CENTER AREAS, TWO LAYERS GYP. BOARD AT CORNERS — SEE PLAN .$ DETAILS) 3/4" BEVEL FROM 3/4" THICK 'A' GRADE PLYWOOD , / By CONTRACTOR TEXTURED FINISH ON 3/4" PLYWOOD OVER 5/8" G.W.B. (TYPICAL) 3-5/8" MTL. STUD FRAMING TEXTURED FINISH TO MEET BASE 1 1/2" WOOD BASE AND TOE 5TRIP TENANT FINISH FLOOR 2' 1 a Ga(i LOGGIA IMAGE WALL DETAIL D2 11 .„„„,w 6 1 1 im• imm„‘ I I TYP. Of Tkv,T2 • r DIVIS:OrtJ (f) 7 (1) z (I) w 0 1— z u w LU u_ ELEVATION 3" X 1/2" IAIOOD TRIM AT CORNERS (TrTh) HALF MOON SLIDE BOLT DOOR D2 IN OPEN POSITION RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER DUSTPROOF STRIKE ABOVE t DELON, LINE OF CROWN ABOVE 1- 0 as. ffi 0 4 0 co 0 AP) cZ, w a 0 SHEET 2 0 'CC CO 11 CO CO .1 a) • z 0 2 LLJ z E z uJ c t 0 O —J co § s4 (ID I- 7°8' , ECISTERED \ ARCHITECT WIWAI.1 EDWARD ABBOT ASHROVION St 11060390603 0 z z cn w 0 (I) 3" X 5/8' - GYP. BD. TRIM @ CORNERS W/ TEXTURED FINISH TYP. MALL TILE BY G.G. NOTE: SHUTTER DOOR @ N.C. ACCESS DOORS ARE TO BE FIXED OPEN BY G.C. AFTER FAUX FINISH OCCURS. FAUX FINISH BEHIND FIXED SHUTTER @ D1 OPERABLE ENTRY __ DOOR (TYP.) 4 I" AB. SLAB WOOD THRESHOLD PORCH ROOF STEEL FRAME SUPPORT - SEE SHEET A8.6 (2) 8" X 16 GA. METAL JOISTS ABOVE LINE OF BASE TRIM -64' / \ 4' -6u 0 -0 • . .F. I I/ B. SLA� SALES ROOM FIN. FL'. 4'- 2 (BENCHMARK EL E41-21" EV L) 4 % 4 MALL FINISHED FLOOR (BY G.G.) MALL FIN. FLR. 1 SEXIST MALL FINISHED FLOOR (F.V.) 4' -2" 1 /1 16' - " IL OF /STOREFRONT / PORCH AREA 11 11 11 11 LINE OF MALL WALKWAY AT 15' -0" A.F.F. F . - •'CH FLOOR LINE OF PORCH NOSING LEASE LINE CONTINUOUS HANDRAIL LINE OF COLUMN BASE LEASE LINE 1' -D" A. MALL FLOOR PORCH FIN. FLR. TEXTURED FINISH ON 5/8" T 'X' GYP. BD. OVER 3 5/8" MTL. FRAMING (TYP.) LINE OF EDGE TRIM FOR PORCH PLATFORM LINE OF SKIRT BOARD (BELOW) FRAME TO FER TO 1112L, �+J51 1w...rr...o _ 11" 1111 6$' 1' -0" ABOVE MALL FLOO 011 P SCALE: 1/2' 1 -0' DEMISING WALL, 6" METAL STUD FRAMING BY LANDLORD, G.C. TO INSTALL R' TYPE "X" G.N.B. PER U465 FOR A ONE HOUR RATING (HOLLISTER SIDE ONLY) $" G.W.B. FINISHED TO MATCH MALL'S NEUTRAL FINISH WITH MATCHING MALL BASE l8 1' -12" Z" PAINTED ALUMINUM REVEAL TYP. STONE FINISH NEUTRAL PIER BY LANDLORD 141 WOOD TI- IRE5HOLD ENLARGED STOREFRONT PLAN TEXTURED FIN SP OVER 5/8" TYPE 'X' GYP. BOARD OVER 3 5/8" MTL FRAMING TYP. MALL FLOORING BY LANDLORD, PATCHING /LACING /REPLACEMENT OF MISSING OR DAMAGED TILES BY G.C. 5/8" TYPE 'X' GYP. 13D. OVER 3 5/8" MTL. FRAMING LINE OF GROWN ABOVE (TYP) SENSORMATIC LOOPS (SEE DETAIL 5/8" TYPE 'X' GYP. BD. OVER 3 5/5" MTL, FRAMING 3" X 1/2" THICK TRIM AT INTERIOR CORNERS (TYP,) WOOD THRESHOLD ATTACHED STEEL •' -- EXISTING MALL COLUMN W14 STRUCTURAL DETAILS DASHED LINE INDICATES EXISTING STONE VENEER NEUTRAL MALL COLUMN FROM ROOF LINE UP, G.C. TO REMOVE COLUMN ENCLOSURE FROM ROOF LINE DOWN. G.C. TO INSTALL NEW G.W.B. COLUMN ENCLOURE AS NOTED FROM ROOF LINE DOWN. G.C. TO ANCHOR AND BRACE NEW AND EXISTING FRAMING AS REQUIRED TO EXISTING MALL COLUMN. NOTE - G.C. To MATCH EXISTING STONE VENEER FINISH ON TENANT'S SIDE OF THE LEASE LINE (PARTIAL SIDES AND BACK OF COLUMN). ATTACHED STONE PER LANDLORD'S SPECIFICATIONS. LAYOUT POINT - OF COLUMN 0 -0" A.F.F. (1 I/2" AB. SLAB) SALES ROOM FINISHED FLOOR 55 ' -7," (BENCHMARK EL LEVEL) 14' -2" I'`l_ I n 4-6" 4' -6 1 1 / 1 1 / 1 i LINE OF CROWN ABOVE (TYP) (2) 3 -5/8" X 16 GA. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS ABOVE (TYP. OF 4 LOCATIONS) 7 / 1 1 1 1 I 1 1 / 1. 1 1 1 NOTE: ALL DIMENSIONS ARE TO FIRST LAYER OF GYP BOARD UNLESS OTHERWISE NOTED FAUX FINI PAINT TECHNIQUE TO BE APPLIED TO SIDE WALL * FRONT OF ALL STOREFRONT PILASTERS, ALL 3 SIDES (TYP.) NOTE - DOOR #1 TO BE FIXED WITN A - 2" OPEN GAP, NOT AN EXIT. DOOR STOPS AT TOP OF DOOR SUPPLIED BY OWNER, INSTALLED BY G.C. LOCATE STOPS AS REQUIRED FOR A 2" OPENING WOOD THRESHOLD PAINTED R" GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD, NOTE- G.C. TO EXTEND LANLORDS FINISH TO SIDE OF NEUTRAL PIER UP TO REVEAL MALL FLOORING BY LANDLORD, PATCHING /LACING /REPLACEMENT OF MISSING OR DAMAGED TILES BY G.G. DEMISING WALL, 6" METAL STUD FRAMING BY LANDLORD, G.C. TO INSTALL " TYPE 'X" G.W.B. PER U465 FOR A ONE HOUR RATING (HOLLISTER SIDE ONLY) FROM SLAB TO 6" ABOVE CEILING a" OVER 3 8" MTL. STUDS AT 16" o,G, WITH SOUND INSULATION. REFER TO CONSTUCTION PLAN. FROM SLAB TIGHT TO 6" ABOVE CEILING " G.W.B. FINISHED TO MATCH MALL'S NEUTRAL FINISH WITH MATCHING MALL BASE RECEIVED CITY OF TUKWILA oe1 2 5 2007 PERMIT CENTER 11060390603 SHEET 0 W F CID J 5 0 0 0 r W 0 J J a J a cc z o (� W 0 0 GC z I- LLI 111 1 0 0 V1 J � CI) O0 ) = cnco 7087 FEGISTERED ARCHITECT WILLIAM EDWARD ABBOT STATE • • WASHINGTON a z • a STOREFRONT FINISH FLAME SPREAD REQUIREMENT: X THICK ----/ TRIM - CAP OF CROWN -- i 1 3 1 NOTE EDGE BEYOND r ,1 . / / 4 ...___ • _ \ __. r I I \ EQ. EQ. I1J I L (1 .1 Cwia STOREFRONT FINISH FLAME SPREAD REQUIREMENT: PER TABLE E/Y3.5, GROUP M, SPRINKLERED, EXIT ACCESS COORIDORS AND OTHER EXITINAYS: STROREFRONT FINISH MATERIALS (INCLUDING HOOD TRIMS, MOULDINGS, SHUTTERS AND LOUVERS) OPEN TO MALL CONCOURSE TO MEET A MINIMUM CLASS C FLAME SPREAD RATING. PORCH FRAMING REQUIRMENTS PORCH ROOF RAFTERS AND PURLINS TO DE FABRICATED FROM FIRE RETARDANT TREATED LUMBER AS ALLOWED BY TABLE 601, NOTE C,3. $0 A.F.F. (TYPICAL ENTIRE SALES AREA) MEMO IMMOMINIMMffir OWNEOERWITEW" 10-a" AB. FIN. FLR. SALES ROOM LAY-IN CEILING SYSTEM. WOOD CROWN #2 ci 1/2" AB. FIN. STORE FLR. TO BOT. OF GROOVED PANEL. 9 - TOP OF CROWN A13, FIN. STORE FLR. 5/8" GYP. B. OVER MTL. FRAMING -PAINT P- MOUNTING BRACKET FO MARKETING IMAGE. SEE A/Al2.3 SIM. Ai 7' -0" A. -pr FIN. FLR. GYP BD VI/ TEXTURED FINISH 5/8' GYP. BD. ON 3 5/8 MTL. STUDS @ 16" O.C. NOTE - 2' GAP BETWEEN IMAGE AND WAINSCOAT PLYWOOD WAINSCOT 1 TEXTURED FINISH HOOD BASE SECTION THRU PORCH SCALE: 1 1/2' = 0-0 ii: w dmr WOOD TRIM 3/4' x 7 1/2" PAINT P-2 3/4" x 1 1/2" WOOD TRIM PAINT P-2 Ar Ft — IMP ' 3 5/8" MTL. STUD FRAMING @ 16" O.C. - SECURE TO STRUCTURE ABOV , NOT TO DECK 3 5/8 MTL. STUD BRACING @ SECURE TO STRUCTURE ABOVE, NOT TO DECK 1 I L 1 1 1 1 1 LOGGIA CEILING RAFTER. PROVIDED BY OWNER, INSTALLED BY G.C. P 2 " 0.c. - Sox BEAM - SEISMIC FRAME REFER TO STURCTURAL DRAINS FOR (2) 6' x 18 A. MTL. STUDS x 18 GA. MTL. TRACKS TOP $ ATTACH TOGETHER 1 (4) #1 SCREWS AT 12' O.C. EA. LEG ATTACH EACI-I END TO JACK WITHIN DECORATIVE COLUMNS 5/8' TYPE 'X' GYP. 5D. WITH TEXTURED FINISH 3/8' MDF GROOVED PANEL OVER 5/8" FRT PLYWOOD OVER 5/8" G.W.13. TYPE "X" ON SUSPENDED MTL. FRAMING (SECURE TO STRUCTURE ABOVE) - PAINT P-2 EXISTING MALL FLOOR SLAB WOOD TRIM 3/4" x PAINT P-2 3/4" x 2 3/4" WOOD TRIM PAINT P-2 / 1 fr 1 ? I_ 1 ME M M I II NM I. --MIW• MW-=M EW- • MENNE-NM- ..= I SIMS • • I E S M Mi-i.-E M-M E-■".. M iii -M,IM 41M- 1111K-MIE1 I I a I 6 Olgri I 1 ME-W ffi NE I MINIM I M■glif Zg'agm.w2f = - 1- MIN. FRAME PIERS DOWN TO SLAB TYP BETWEEN FRAMING FACE OF WALL BEYOND G.G. TO INSTALL ONE LAYER OF GYP, P. TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING $ REQ'D 13Y COPE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE 5 3/4' (REF. DIM. AB. FIN. STORE FLR. RIDGE BRACKET CANVAS CLOSURE BY OWNER WOOD BEAM ENCL OSURE JUNCTION BOX FOR FAN CENTERED ON PILASTER PROVIDE 3/4" )< 12" X 12' F.R.T. PLYWOOD BLOCKING BEHIND G.N.B. ANCHORED TO MTL. STUD FRAMING VINYL GRAPHIC INSTALLED BY G.C. GYP. S. PANEL TEXTURED FINISH GYP. BD, CASING WITH TEXTURED FINISH SEE DETAIL D/A5.2 WOOD BASE PAINT P-6 5/8" TYPE 'X' GYP. SD. - PAINT NOTE - RUN PURLINS INTO BULKHEAD AND LAY 3/4' X 1 1/2" TRIM ON TOP, THIS NILL FRAME OUT A TRIANGULAR AREA ON SOFFIT UNDER ROOF RAISED PORCH / FLOOR BEYOND 3/4' FINISH FLOORING OVER 3/4' SUB-FLOOR, SUPPLIED AND INSTALLED BY OWNER 0 NOTE STEP COLUMN BASE 12' AS REQUIRED TO CLEAR STRUCTURAL MALL COLUMN 0 12" RAILING BEY ND MALL FINISHES 6 1/2' THRESHOLD SEE DETAIL E/AI2.3 STOP BASE AND RETURN TO COLUMN AT EDGE OF NOISING 20" 1'-2" 3 1! 110 '4 0 REFER TO STRUCTURAL SHEETS TI-115 SET FOR ADDITIONAL FRAMING IN SEISMICZONES 2A OR HIGHER 10- 5 0 1 EXISTING LANDLORD BULKHEAD 15'-0' AB MALL FLR, SOT. OF MALL BULKI-IEAP PAINTED ALUMINUM REVEAL TYP., FINISI-1 PER MALL STANDARDS EXISTING STONE VENEER NEUTRAL MALL COLUMN FROM ROOF LINE UP. G.C. TO REMOVE COLUMN ENCLOSURE FROM ROOF LINE DOWN. G.C. TO INSTALL NEW G.N.B. COLUMN ENCLOURE AS NOTED FROM ROOF LINE DONN. G.C. TO ANCHOR AND BRACE NEW AND EXISTING FRAMING AS REQUIRED TO EXISTING MALL COLUMN. NOTE - G.C. TO MATCH EXISTING STONE VENEER ON SIDES AND BACK OF COLUMN FROM ROOF LINE UP, ATTACHED STONE PER LANDLORD'S SPECIFICATIONS, 12'-0" A13. MALL FLR. TOP OF LEDGE 11111 12" 7VV 4 1/2" . 1/416k LEASE LINE CLAY TILE (SUPPLIED AND INSTALLED 13Y OWNER) G.C. TO COORDINATE CONSTRUCTION - SEE B/A8.6 PORCH ROOF FRAME SUPPLIED BY OWNER, INSTALLED BY G.C. SEE A5.6 PREFINISHED WOOD RAFTERS P-2 PREFINISHED PURLINS P-2 4x6 WOOD RAFTER - PAINT P-2 WOOD CROWN ASSEMBLY C/A8.1 PORCH BALUSTRADE - SUPPLIED I3Y OWNER, INSTALLED BY G.C. SEE DETAIL A/A8.5 - COORDINATE RAILING LAYOUT WITH OWNER'S CONSTRUCTION MANAGER TEXTURED FINISI-1 ON 3/4' PLYWOOD. SEE DETAIL_ D/A8.2 WOOD PLANK FLOORING - SUPPLIED AND INSTALLED 5Y OWNER EXISTING MALL FLOORING T G.C, RESPONSIBLE FOR PATCHING/LACING/REPLACEMENT OF MISSING OR DAMAGED TILES 1' x 1/4" TOE STRIP - TYPICAL G.G. TO MATCH MALL FLOORING - SLOPE UP TO THRESHOLD MAX. 1:20 DASHED LINES INDICATE COLUMN ENCLOSURE BELOW ROOF LINE 8'-2 1/2' BEAM HT. A5. MALL FLR. 5'-0 50T. OF RAFTER AB. MALL FLR. . , . , • , NOV RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 0'-0" FINISH FLOOR C.) 2 csi 6 a STATE co • IJ MUM EDWARD ABBOT 0 Li] 0 . 4 CO 0. CO CO j‘ z Itt 0 uj Z 1 Z LLI 0 0 —I CI) CO I- 7087 \ REGUIERED ARCHITECT SHEET INGTON tOt`CP 11060390603 L.L.- LANDLORD DIRECTIVE SCALE:AS NOTED DRAWN: NEA NOTE: DOORS TO BE IN OPEN PO5ITIOIN \ DURING BUISNESS HOURS. 3/ 4" FIXED PAINT P 3 WOOD CROWN #2 SALES ROOM LAY -IN CEILI SYSTEM 5/8" GYP. BD. OVER METAL FRAMING HALF MOON STRIKE PLATES AT TOP, TYP., AND 9O° TO HOLD DOOR OPEN PAINT P -2 HALF MOON STRIKE PLATES AT BOTTOM, TYP., AND q0° TO HOLD DOOR OPEN TRIM SEE M /Al2.3 GYP. BD. TRIM WITH TEXTURED FINISH 5/8" TYPE 'X' GYP. BD. - PAINT WOOD HOLD -OPEN. LOCATE AT EXTERIOR CORNER OF SHUTTER, 3/4" X 1 1/2" GRAY, FIX IN PLACE W/ #IO SCREWS EA. END GYP. BD. PANEL WITH TEXTURED FINISH EQUAL WD DOOR ASSEMBLY W/ TRANSOM SEE PLAN FOR TYPE DOOR STOP SUPPLIED BY OWNER, INSTALLED BY G,C. STUCCO FINISH ON 5/8" G.W.B. @ WALL BEHIND SHUTTER STUCCO FINISH ON PLYWOOD @ WALL BEHIND SHUTTER ALL FINISHES SCALE: 1 I /2" = 1' -0 10' -8" ABOVE STORE FIN. FLOOR 7' -0" A.F.F. WOOD BASE OVER TRIM 1" X 1/4" TOE STRIP (TYPICAL) 0-0" A.F.F. SECTION THRU STOREFRONT \ \---- 3/4" WOOD FLOORING OVER 3/4" PLYWD SUBFLOOR EXISTING MALL FLOOR SLAB 3 5/8" MTL. STUD FRAMING @ 16" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK 3 5/8" MTL. STUD BRACING @ 48" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK BOX BEAM - (2) 6" X 18 G ATTAC SCREW WOOD CROWN ASSEM ROUTE SECURITY SY. CABLE THROUGH D•• EXIT SIGN WOOD CROWN #2 x 18 GA. MTL. STUDS W/ (2) 3 5 /a MTL. TRACKS TOP $ BOTTOM, TOGETHER W/ (4) #10 TEK i AT 12" O.G. EA. LEG OF TRACK. ATTACH EACH END TO JACK POSTS WITHIN DECORATIVE COLUMNS LY C /A8.1 TEM FRAME LINE OF FIRST LAYER OF GYP. @ COL. BEYOND ROUTE SECURITY SYSTEM GABLE IN PLYWOOD SUBFLOOR WOOD THRESHOLD SEE E /Al2.3 2 l/2" 1 G.G. TO INSTALL ONE LAYER OF GYP. BD. TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING $ R BY CODE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE. G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE "HOLLISTER CO," LOGO VINYL GRAPHIC ON THIS FACE EACH SIDE OF PORCH FEATHER CERAMIC TILE To PROVIDE MAX 1:20 SLOPE 4' -1" FC -2 TENANT FLOORING OLLISTER Co. a TRANSITION STRIP G.G. TO MATCH MALL FLOORING REFER TO STRUCTURAL SHEETS THIS SET FOR ADDITIONAL FRAMING IN SEISMIC ZONES 2A OR NIGHER EXISTING LANDLORD BULKHEAD 15' -0" AB. MALL FLR. SOT. OF MALL 1ULKHEAD PAINTED ALUMINUM REVEAL TYP., FINISH PER MALL STANDARDS EXISTING STONE VENEER NEUTRAL MALL COLUMN FROM ROOF LINE UP. G.C. TO REMOVE COLUMN ENCLOSURE FROM ROOF LINE DOWN. G.G. TO INSTALL NEW G.W.B. COLUMN ENCLOURE AS NOTED FROM ROOF LINE DOWN. G.C. TO ANCHOR AND BRACE NEW AND EXISTING FRAMING AS REQUIRED TO EXISTING MALL COLUMN. NOTE - G.C. TO MATCH EXISTING STONE VENEER ON SIDES AND BACK OF COLUMN FROM ROOF LINE UP. ATTACHED STONE PER LANDLORD'S SPECIFICATIONS. 12' -0" AB. MALL FLR. TOP OF LEDGE CROWN ASSEMBLY 13/A8.1 5/8" TYPE 'X' GYP. BD. • 3 /4 "xl 1/2" WOOD TRIM - PAINT P -2 BALUSTRADE - SUPPLIED BY OWNER, INSTALLED BY G.G. SEE DETAIL A /A8.5 - COORDINATE LAYOUT WITH OWNER'S CONSTRUCTION MANAGER 10' -0" CLEAR TO OBSTRUCTIONS TOE STRIP (TYP.) MALL FLOORING EXISTING MALL FLOORING G,C. RESPONSIBLE FOR PATCHING / LACING / REPLACEMENT OF MISSING OR DAMAGED TILES 10' -8" ABOVE FIN. STORE FLR 5/8" TYPE 'X' GYP. BD. ON 3 5/8" MTL. STUDS @ 16" O.C. SBM CLAY FIELD TILE SET WITH NATURAL MORTAR SUPPLIED AND INSTALLED BY OWNER I.C.5.O. #ER3523 PORCH ROOF FRAME. SEE A /A8,6 GROWN ASSEMBLY C /A8.1 PAINT P -7 LEASE LINE (VARIES) WOOD PLANK FLOORING BY OWNER 8' -2 1/2" AL BEAM T. AB_ MALL FLR, (REF.) SOT. OF RAFTER AB. MALL FLR. (REF.) , tit' MALL FLOOR .�f - 1)04 - of RECEIVED CITY OF TUKWILA OCT 2 5 2001 PERMIT CENTER LISTER Co. REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 1 :SNOISIA3?1 ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 1 I BID DATE: 11 -12 -07 I I , HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALI., SPACE 1440 •7- i7lltil•■ a •i! A• •1. • A--s• an ww _a w CHK: NEA 1 777 a ti'v 3 N DSGNR: T.M. C 310N sb :31YDS 7007 WILLIAM \ REGISTERED ARCHITECT EDWARD Viwirl ABt3OT to.(b 11060390603 SHEET NOTE: DOORS TO BE IN OPEN PO5ITIOIN \ DURING BUISNESS HOURS. 3/ 4" FIXED PAINT P 3 WOOD CROWN #2 SALES ROOM LAY -IN CEILI SYSTEM 5/8" GYP. BD. OVER METAL FRAMING HALF MOON STRIKE PLATES AT TOP, TYP., AND 9O° TO HOLD DOOR OPEN PAINT P -2 HALF MOON STRIKE PLATES AT BOTTOM, TYP., AND q0° TO HOLD DOOR OPEN TRIM SEE M /Al2.3 GYP. BD. TRIM WITH TEXTURED FINISH 5/8" TYPE 'X' GYP. BD. - PAINT WOOD HOLD -OPEN. LOCATE AT EXTERIOR CORNER OF SHUTTER, 3/4" X 1 1/2" GRAY, FIX IN PLACE W/ #IO SCREWS EA. END GYP. BD. PANEL WITH TEXTURED FINISH EQUAL WD DOOR ASSEMBLY W/ TRANSOM SEE PLAN FOR TYPE DOOR STOP SUPPLIED BY OWNER, INSTALLED BY G,C. STUCCO FINISH ON 5/8" G.W.B. @ WALL BEHIND SHUTTER STUCCO FINISH ON PLYWOOD @ WALL BEHIND SHUTTER ALL FINISHES SCALE: 1 I /2" = 1' -0 10' -8" ABOVE STORE FIN. FLOOR 7' -0" A.F.F. WOOD BASE OVER TRIM 1" X 1/4" TOE STRIP (TYPICAL) 0-0" A.F.F. SECTION THRU STOREFRONT \ \---- 3/4" WOOD FLOORING OVER 3/4" PLYWD SUBFLOOR EXISTING MALL FLOOR SLAB 3 5/8" MTL. STUD FRAMING @ 16" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK 3 5/8" MTL. STUD BRACING @ 48" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK BOX BEAM - (2) 6" X 18 G ATTAC SCREW WOOD CROWN ASSEM ROUTE SECURITY SY. CABLE THROUGH D•• EXIT SIGN WOOD CROWN #2 x 18 GA. MTL. STUDS W/ (2) 3 5 /a MTL. TRACKS TOP $ BOTTOM, TOGETHER W/ (4) #10 TEK i AT 12" O.G. EA. LEG OF TRACK. ATTACH EACH END TO JACK POSTS WITHIN DECORATIVE COLUMNS LY C /A8.1 TEM FRAME LINE OF FIRST LAYER OF GYP. @ COL. BEYOND ROUTE SECURITY SYSTEM GABLE IN PLYWOOD SUBFLOOR WOOD THRESHOLD SEE E /Al2.3 2 l/2" 1 G.G. TO INSTALL ONE LAYER OF GYP. BD. TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING $ R BY CODE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE. G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE "HOLLISTER CO," LOGO VINYL GRAPHIC ON THIS FACE EACH SIDE OF PORCH FEATHER CERAMIC TILE To PROVIDE MAX 1:20 SLOPE 4' -1" FC -2 TENANT FLOORING OLLISTER Co. a TRANSITION STRIP G.G. TO MATCH MALL FLOORING REFER TO STRUCTURAL SHEETS THIS SET FOR ADDITIONAL FRAMING IN SEISMIC ZONES 2A OR NIGHER EXISTING LANDLORD BULKHEAD 15' -0" AB. MALL FLR. SOT. OF MALL 1ULKHEAD PAINTED ALUMINUM REVEAL TYP., FINISH PER MALL STANDARDS EXISTING STONE VENEER NEUTRAL MALL COLUMN FROM ROOF LINE UP. G.C. TO REMOVE COLUMN ENCLOSURE FROM ROOF LINE DOWN. G.G. TO INSTALL NEW G.W.B. COLUMN ENCLOURE AS NOTED FROM ROOF LINE DOWN. G.C. TO ANCHOR AND BRACE NEW AND EXISTING FRAMING AS REQUIRED TO EXISTING MALL COLUMN. NOTE - G.C. TO MATCH EXISTING STONE VENEER ON SIDES AND BACK OF COLUMN FROM ROOF LINE UP. ATTACHED STONE PER LANDLORD'S SPECIFICATIONS. 12' -0" AB. MALL FLR. TOP OF LEDGE CROWN ASSEMBLY 13/A8.1 5/8" TYPE 'X' GYP. BD. • 3 /4 "xl 1/2" WOOD TRIM - PAINT P -2 BALUSTRADE - SUPPLIED BY OWNER, INSTALLED BY G.G. SEE DETAIL A /A8.5 - COORDINATE LAYOUT WITH OWNER'S CONSTRUCTION MANAGER 10' -0" CLEAR TO OBSTRUCTIONS TOE STRIP (TYP.) MALL FLOORING EXISTING MALL FLOORING G,C. RESPONSIBLE FOR PATCHING / LACING / REPLACEMENT OF MISSING OR DAMAGED TILES 10' -8" ABOVE FIN. STORE FLR 5/8" TYPE 'X' GYP. BD. ON 3 5/8" MTL. STUDS @ 16" O.C. SBM CLAY FIELD TILE SET WITH NATURAL MORTAR SUPPLIED AND INSTALLED BY OWNER I.C.5.O. #ER3523 PORCH ROOF FRAME. SEE A /A8,6 GROWN ASSEMBLY C /A8.1 PAINT P -7 LEASE LINE (VARIES) WOOD PLANK FLOORING BY OWNER 8' -2 1/2" AL BEAM T. AB_ MALL FLR, (REF.) SOT. OF RAFTER AB. MALL FLR. (REF.) , tit' MALL FLOOR .�f - 1)04 - of RECEIVED CITY OF TUKWILA OCT 2 5 2001 PERMIT CENTER STOREFRONT FINISH FLAME SPREAD REQUIREMENT: PER TABLE 803.5, GROUP M, SPRINKLERED, EXIT ACCESS COORIDORS AND OTHER EXITWAYS: STROREFRONT FINISH MATERIALS (INCLUDING WOOD TRIMS, MOULDINGS, SHUTTERS AND LOUVERS) OPEN TO MALL CONCOURSE TO MEET A MINIMUM CLASS C FLAME SPREAD RATING. PORCH FRAMING REQUIRMENTS PORCH ROOF RAFTERS AND PURLINS TO BE FABRICATED FROM FIRE RETARDANT TREATED LUMBER AS ALLOWED BY TABLE 601, NOTE C.3. IA 12' -0" MIN 0 14-0" MAX A.F.F. SECTION THRU STOREFRONT SCALE: 1 I/2 = 1'-0" G.C. TO INSTALL ONE LAYER OF GYP. BD. TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING t REQ'D BY CODE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE. G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE 3 5/8" MTL. STUD BRACING @ 48" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK ARMSTRONG 2' X 4' NON - DIRECTIONAL FISSURED TILE AND GRID TO BE WHITE, CLASS 'A' RATING CONT. 3 5/8" MTL. TRACK ANCHORED TO EACH WALL STUD WITH 3 #10 SCREWS 3 5/8" MTL. STUD FRAMING @ 16" O.C. i" G.W.B. EXIST. MALL FLOOR SLAB L J p 0 0 ALL TILE BY G.C. EXISTING LANDLORD BULKHEAD I 12' -O" ABV. FIN MALL FLR. WOOD CROWN ASSEMBLY B /AE .1 10' -8" ABOVE FIN. STORE FLR. WOOD CROWN ASSEMBLY C /AS.1 LEASE LINE m 0 1- BASE 15' -0" AB. MALL FLR. 130T. CF MALL BULKHEAD 3" PAINTED ALUMINUM REVEAL TYP., FINISH PER MALL STANDARDS R" G.W.B. PAINTED TO MATCH MALL'S NEUTRAL FINISHES 3/4 "x1 1/2" WOOD TRIM - PAINT P -2 5/6" TYPE 'X' G.W.B. LINE OF FIRST LAYER OF TYPE 'X' G.W.B. ti STUCCO FINISH ON PLYWOOD - SEE DETAIL D -1 ON SHEET AS.2 FOR SIMILAR CONDITION -TOE STRIP (TYP.) MAKE FLUSH TRANSITION — EXISTING MALL TILE, G.C. TO REPLACE AS REQUIRED EXISTING MALL FLOORING G.C. RESPONSIBLE FOR PATCHING /LACING /REPLACEMENT OF MISSING OR DAMAGED TILES 12'-0" MIN 014' - MAX A.F.F. ARMSTRONG 2' X 4' NON - DIRECTIONAL FISSURED TILE AND GRID TO BE WHITE, CLASS 'A' RATING SECTION THRU STOREFRONT SCALE: 1 I /2" = G.C. TO INSTALL ONE LAYER OF GYP. BD. TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING REQ'D BY CODE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE 3 5/8" MTL, STUD BRACING @ 48" O.C. - SECURE TO STRUCTURE ABOVE, NOT TO DECK 6" FRAMING @ 16" O.C. N/ CONT. 6 TRACK TOP BOTTOM. SECURE 6" STUDS TO EACH 3 5/8" STUD WITH (3) 1410 SCREWS. EXIST. MALL FLOOR SLAB L 00 6" MALL TILE BY G.C. EXISTING LANDLORD BULKHEAD 15' -0" AB. MALL FLR. BOT. OF MALL BULKHEAD 2" PAINTED ALUMINUM REVEAL TYP., FINISH PER MALL STANDARDS " G.W.B. PAINTED TO MATCH MALL'S NEUTRAL FINISHES 12' -0" ABV. FIN. MALL FLR. WOOD CROWN ASSEMBLY 5/AS.1 3/4 "x1 1/2" WOOD TRIM - PAINT P -2 10' -8" ABOVE FIN. STORE FLR. WOOD CROWN ASSEMBLY C /A8.1 LINE OF FIRST LAYER OF TYPE 'X' G.W.B. PILASTER BEYOND LEASE LINE STUCCO FINISH ON PLYWOOD - SEE DETAIL p -1 ON SHEET AS.2 FOR SIMILAR CONDITION TOE STRIP (TYP.) MAKE FLUSH TRANSITION — EXISTING MALL TILE, G.C. TO REPLACE AS REQUIRED EXISTING MALL. FLOORING G.C. RESPONSIBLE FOR PATCH I NG /LACING /REPLACEMENT OF MISSING OR DAMAGED TILES L wov 1)01412. RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 0 V W 1 z o_ 5 1 ti a 0 0 w a r v < co CO _r O) Q Z 1 2 0 Q W Z 2I-- ww him �a CO = Q J 0 0 co 2V�co 7087 ARCHITECT 1 1u_ = ` EDWARD ABBOT 11060390603 SHEET A8. a 6 Y U a 4 z (!l 0 -J 0 rn 4 ¶ABOVE TENANT FLOOR TO BOTTOM_ OF M.D.F. CLG. 0 R / (- ' -O" A.F.F. -IN 3" = I' -0" tl 0 1 1/2" = 1' -0" ti TENNON BRACKET ATTACHED TO COLUMN RABBET BRACKETS INTO RAILS SO ALL FINISHES ARE FLUSH ATTACHED TO COLUMN TENNON BRACKET TRIM BASE RAIL BACK AT COLUMN BASE - ±1". F.V. ALIGN THIS BASE WITH FIRST BALUSTER IN FRONT OF STOREFRONT. GUARD RAIL ISOMETRIC 2 1/4" W. x 3/4" WOOD PLANK FLOORING AND 5 1/2" NOSING OVER 3/4" F.R.T. PLYWOOD 8" DP. IS GA. META JOISTS AT 16" O.C. #10 TEK SCREWS @ 12" O/C (TYP. EACH SIDE) OMITTED PROVIDED BY OWNER, PREFINISHED, ASSEMBLED AND INSTALLED BY G.C. 1 1 1" 4 PORCH EDGE DETAIL BORED MORTISE BY MILLWORK VENDOR BALUSTRADE AND BASE CONT. 5" X 18 GA. METAL TRACK AT PERIMETER ON METAL TRACKS AT FLOOR LEVEL (MAINTAIN LEVEL JOIST AND ADJUST METAL TRACKS FOR ANY EXISTING UNEVEN FLOORING LEVELS) 3/4" POPLAR END PANEL r 1" X I/4" TOE STRIP (TYP.) FINISH FLOOR CONT. 3 5 /S" - 15 GA. MTL. TRACK W/ 2" LEG AND 0.145" DIA. x I" SHOT PINS @ 12" 0/G STOREFRONT COLUMN 3" = 1' -0" BASE RAIL TWO PIECE BASE ASSEMBLY: 1. ANCHOR BOTTOM PIECE TO DECK 2. ANCHOR TOP PIECE TO UNDERSIDE OF BASE RAIL 3. SEAT TOP PIECE / BASE RAIL OYER BOTTOM AND SCREW TOGETHER 3 2 1/4" rn m 0 ^ N BOLT THRU RAILS INTO COLUMN ANCHOR BASE INTO DECK PLANK AND FRAMING W/ 5" L. (MIN.) -BOLTS (1/4 " +/- DIA.) - ANCHOR AT CORNERS, ENDS, AND APPROX.. EVERY FOURTH BALUSTRADE - BOLT THRU DOWEL HOLES FOR CONCEALED FASTENING (DRILL DOWEL HOLES LONGER TO ACCOMMODATE BOLT HEADS) PIN INTO RAIL AND FLOOR THRU POST ALUM. POST GUARD RAIL SECTION E NOTE - SPECIAL SIZE GUARD RAIL GUARD RAIL ELEVATION 1" 3/4" = I' -0" -7 I/2" A.F.F. 3/5" MDF GROOVED PANEL OVER 5/5" FRT PLYWOOD OVER 5/8" GYP. TYPE "X" ON SUSPENDED MTL FRAMING (SECURE TO STRUCTURE ABOVE) - PAINT P 2 2x6 LOGG A CEILING RAFTER (PAINT P -2) 3/4" x 7 I/2" WOOD TRIM PAINT P -2 3/4" x I I/2" WOOD TRIM PAINT P -2 HOOD CROWN #2 LINE OF FIRST LAYER OF G.W.B, BEYOND ROUTE SECURITY SYSTEM GABLE IN PLYWOOD SUBFLOOR I I /2" = 1' -0" I' -7 3/4" WOOD BASE 1 1/4" Am •- : L) 3 n 4 16 TYP. O.C. ❑ Q ❑ SECTION DOOR #2 1 GUARD RAIL PLAN DETAIL NOTE - SPECIAL SIZE GUARD RAIL 6 3/5" HANDRAIL AND BALLUSTRADES - SUPPLIED BY OWNER, INSTALLED BY G.C. cN WOOD BASE TOE STRIP (TIP.) FINISH FLOOR SEE DETAIL A/AS.5 FOR ADDITIONAL ATTACHMENT DETAILS SALES ROOM LAY -IN CEILING SYSTEM WOOD CROWN #2 3 5 /s" X 20 GA. STUDS AT 16" O.G. TO STRUCTURE ABOVE. THRESHOL EXISTING MALL 10' -S" A.F.F. ABOVE FIN. STORE FLOOR ROUTE SECURITY SYSTEM CABLE IN TRANSOM FRAME. 3/4" WOOD FLOORING OVER 3/4" PLYWD SUBFLOOR ON EXISTING FLOOR SLAB 0 a 1- J 1 I/2" = 1' -0" N.T.S. N.T.5. / 1 SHE ILD PANELS ARE INSTALLED BENEATH DRYWALL. SECURE WITH STANDARD DRYWALL SCREWS, USE AT LEAST 2 SCREWS PER PANEL PER STUD. MEASURE AND CUT OPENINGS FOR ELECTRICAL OR TELEPHONE ACCESS BEFORE INSTALLING THE PANEL. INSTALL 4' x 5' SHEILDING BOTTOM PANEL FIRST. THE TOP PANEL OVERLAPS THE BOTTOM PANEL BY 1 NEW CABINETS WILL HAVE SHEILDING BUILT INTO THE CABINET FOR ADDITIONAL SHEILDING. 3 5/8" MTL. STUD FRAMING TO STUCTURE ABOVE (NOT TO DECK) FACE OF G.W.B. PARTITION BEYOND SENSORMATIC. RATED CABLE, SUPPLIED AND INSTALLED BY OWNER, ROUTED THROUGH DOOR JAMB, G.G. TO COORDINATE WITH OWNER AND SENSORMATIC FOR INSTALLATION. SENSORMATIC ELEVATION 1)0744-02. METAL SHIELDING DETAIL SECTION AT VESTIBULE SHUTTER THE EAS ALUMINUM SHEI LDS ARE INSTALLED BEHIND THE DRYWALL ON THE TWO CORNERS ADJACENT TO BOTH PORCH ENTRANCE DOORS. THE SHEILDS ARE SUPPLIED AND INSTALLED BY G.C. REQUIRED SPECIFICATION NO SUBSTITUTES. ALUMINUM 5052 -H32 .032 THICK IN 4' x 5' SHEETS SUPPLIED AND INSTALLED BY GC. START 4' x 5' SHEETS, BOTTOM SHEET FIRST, ALIGNED WITH THE DOOR SIDE OF FRONT COLUMN AND BEND IT IN THE FIELD AROUND THE CORNER TO RUN OUT ON BACK WALL. ACCEPTABLE ALTERNATIVE TO BENDING THE METAL IN THE FIELD WOULD BE TO ORDER 2" x 2" x 5' t ANGLES OUT OF THE SAME MATERIAL AND BUTT THE PIECES IN THE CORNER AND COVER WITH THE ANGLE. 3/5" MDF SLATS OVER 5/S" FRT PLYWOOD OVER 5/8" GYP TYPE "X" ON SUSPENDED MTL. FRAMING (SECURE TO STRUCTURE ABOVE) - PAINT P -2 3/4" x 7 1/2 WOOD TRIM 3/4" x 1 1/2" WOOD TRIM WOOD CROWN #2 0 N -7 1/2" AB. FIN. STORES FLR. TO BOT. OF GROOVED PANEL. l -0" - TOP OF CROWN ABOVE FIN. STORE FLR. 5/5" GWB ON 3 5/5" MS @ 16" O.C. FLOOR SLAB TYPICAL PLAN SHE ILD PANELS ARE INSTALLED BENEATH DRYWALL. SECURE WITH STANDARD DRYWALL SCREWS. USE AT LEAST 2 SCREWS PER PANEL PER STUD. MEASURE AND CUT OPENINGS FOR ELECTRICAL OR TELEPHONE ACCESS BEFORE INSTALLING THE PANEL. INSTALL 4'X8' SHEILDING BOTTOM PANEL FIRST. THE TOP PANEL OVERLAPS THE BOTTOM PANEL BY I ". / RECEIVED CITY OF TUKWIL A OCT 2 5 2007 PERMIT CENTER z a 0 0 0 Y 0 0 0 T W 0 .4 co a c o co —1 J z a J Q a W Z 21— -- _ o 0 W w z = � U� = -.I cn O Occ 70$r ARCHITECT IALLIAM ARD :ARD MOOT STATE OF WASHINGTON z U a ca li 11060390603 SHEET 8. SECTION SCALE: 1 1/2' SECTION SCALE: 1 1/2' = G.C. TO INSTALL ONE LAYER OF GYP. BD, TO BACK SIDE OF MALL BULKHEAD TO DECK ABOVE IF NOT ALREADY EXISTING REQ'D BY CODE. MAINTAIN REQUIRED FIRE AND SMOKE SEALS AS PER LOCAL CODE. 3 5/8" MTL. STUD BRACING 48" O.C, - SECURE TO STRUCTURE ABOVE, tJIOT TO DECK pidi MIN 14' -0' MAX A.F.F. ARMSTRONG 2' X 4' NON - DIRECTIONAL FISSURED TILE AND GRID TO BE WHITE, CLASS 'A' RATING 3 5/8" MTL. STUD FRAMING @ 16 O.G. W/ 5/8" GYP. BD. (BOTH SIDES) (2) 1 5/8" x 6" x 18 GA METAL CHANNELS W/ 3 5/8' x 18 GA. TRACKS AT TOP BOTTOM SECURED W/ #10 TEK SCREWS; ATTACH EACH END TO JACK POSTS WITHIN DECORATIVE COLUMNS (TYPICAL OF 2 LOCATIONS) 1/2' =1' -0' 3/4' FRT PLYWD BM ENCLOSURE SUPPLIED BY OWNER. NOTCH PLYWOOD @ RAFTERS - TYP, WOOD CROWN TRIM C /A8.1 5/8" GWB ON 3 5/8" MS FRAMING @ 16 O,C. LL 0 0. O 0 N v % FC -3 FLOORING 1:48 MAX. SLOPE +1 ° 1 -2" SECTION THRU DOOR D25 I /4" ANGLED STEEL RIDGE BRACKET (N/ FLANGES) AT RIDGE - ATTACH TO STOREFRONT WALL (OVER FINISHED WOOD BLOCKING AND STEEL ANGLE REINFORCING) PLAN (TOP VIEW) FRONT ELEVATION CENTER LINE OF STEEL + � ATTACH EDGE RAFTERS AND HIP RAFTERS TO BRACKET W/ #10 SCREWS 1/4" ANGLED STEEL RIDGE BRACKET (N/ FLANGES) AT RIDGE - ATTACH TO STOREFRONT WALL (OVER FINISHED WOOD BLOCKING AND STEEL ANGLE REINFORCING) TAPERED RAFTERS EXISTING LANDLORD BULKHEAD N X 15' -0" AB, MALL FLR. BOT. OF MALL BULKHEAD I" PAINTED ALUMINUM REVEAL TYP. FINISH PER MALL STANDARDS g" G,W.B, PAINTED TO MATCH MALL'S NEUTRAL FINISHES LAP METAL STUDS 10' -8" ABOVE FIN. STORE FLR. " G.W.S. PAINT P -8 MODIFIED DOOR JAMB AND HEADER TRANSOM SHUTTER FROSTED TRANSOM LIGHT WOOD HOLD -OPEN, LOCATE AT EXTERIOR CORNER OF SHUTTER, 3/4" X I I/2" GRAY, FIX IN PLACE W/ #10 SCREWS EA. END LEASE LINE STUCCO FINISH ON 5/8" G.W.B. @ WALL BEYOND STUCCO FINISH ON PLYWOOD @ WALL BEYOND APPLIED FRENCH DOOR DECOR APPLICATION TO N.M. DOOR MALL TILE BETWEEN THRESHOLD AND LEASE LINE WOOD THRESHOLD 1 X 3 PURLINS, 7' O.C. TYP, RAFTER SPLICE SUPPLIED BY OWNER, INSTALLED BY G.G. 18" SBM CLAY FIELD TILE SET WITH NATURAL MORTAR 5 x 5" TUBE STEEL w/ 3/4" NAILERS SUPPLIED BY OWNER CROWN ASSEMBLY 5/A8.1 5/8" TYPE 'X' GYP, BD. 3/4 "xl 1/2" WOOD TRIM - PAINT P -2 r r Nt — !O u4 N 2 N z L1- 0 8' -2 1/2" 8' -0" CLEAR ABOVE MALL FLOOR A PORCH ROOF STEEL FRAME POST AND BEAM SUPPORT SYSTEM SUPPLIED BY OWNER AND INSTALLED BY G.G. - INSTALL BEFORE INSTALLING ANY STOREFRONT METAL STUD • FRAMING (INSTALL METAL FRAMING AFTERWARDS AND BEFORE INSTALLING RIDGE BRACKET). ATTACH POSTS WITH ANCHOR BOLTS DIRECTLY TO CONCRETE FLOOR SLAB - SEE VENDOR SHOP DRAWINGS FOR DIMENSIONS AND COMPLETE INSTALLATION DETAILS. BASE ANCHOR DETAI L 5" x 5" x 1/4" TUBE STEEL FRAMING POST STEEL SLEEVE MOUNTING PLATE - ATTACH TO SLAB WITH 4 ANCHOR BOLTS (SEE MANUFACTURER'S SHOP DRAWINGS FOR COMPLETE DETAILS) ANCHOR BOLTS ASSEMBLED PORCH STRUCTURE (BEFORE INSTALLING PURLINS) '/ II II II II II �� II II II II U L ASSEMBLED PORCH STRUCTURE WITH PURLINS L PORCH ROOF FRAMING PLAN SCALE: 1/2' = I' -0' EXISTING CONCR SLAB PORCH SUPPORT POST AND BEAM STRUCT. SYSTEM 4 3/8' RIDGE BRACKET CENTER LINE OF PORCH 0 7 NOTE - REFER TO STRUCTURAL DRAWING FOR ATTACHMENT TO EXISTING COLUMN USE ADDITIONAL BEAM IN SEISMIC ZONES 2A OR GREATER OR AT EXTERIOR STOREFRONTS FRONT ELEVATION SEE A8.2 FOR ACTUAL CONDITIONS @ COLUMNS USE ADDITIONAL BEAM IN SEISMIC ZONES 2A OR GREATER a RIDGE BRACKET PLYWD BEAM ENCLOSURE 10' -3" FACE OF STOREFRONT METAL STUD FRAMING BUILT AROUND PORCH POST AND BEAM SYSTEM 11' -10 ABOVE EXIST SLAB 11' -8 1/2" ABOVE STORE FLOOR RAFTER ANCHORS WELDED TO BEAM 5x5xl /4'STL TUBE POST AND BEAMS PLATFORM LINE = +12 "± INTERIOR FLOOR LINE = 0' -1 1/2" EXIST CONC SLAB @ 0 " ± ROOF OUTLINE r �I 1)04. J L TIP SIDE ELEVATION ROOF RAFTERS COME IN (4) PREASSEMBLED PIECES TO BE CONNECTED ON SITE BY G.G. FINISHED ROOF ASSEMBLY WITH TILES PORCH ROOF ASSEMBLY PHASING: 0 - ASSEMBLY SEQUENCE # 1. INSTALL OWNER - SUPPLIED STEEL FRAME POST AND BEAM SUPPORT SYSTEM BEFORE INSTALLING ANY STOREFRONT METAL STUD FRAMING (INSTALL METAL FRAMING AFTERWARDS AND BEFORE INSTALLING RIDGE BRACKET). 2, ATTACH RIDGE BRACKET DIRECTLY TO STOREFRONT METAL FRAMING AND SUPPORTING BLOCKING. 3. ATTACH PREASSEMBLED / PREFINISHED RAFTER ASSEMBLIES. 4. INSTALL PLYWOOD ENCLOSURE OVER STEEL POST AND BEAM FRAME SUPPORT SYSTEM. 5. INSTALL PURLINS I" x 3". 4 EQUAL SPACES AT LOWER SECTION, AND SPACED AT 7" O.C. +/- AT UPPER SECTION. 6. ASSEMBLE ROOF TILES OVER PURLINS. OWNER'S MILLWORK MFR. TO PROVIDE KIT OF PARTS FOR ASSEMBLY ON SITE BY TENANT'S G.G., INCLUDING BEAMS, CONNECTING PLATES, PREASSEMBLED RAFTERS, PURLINS, AND BOLTS, ETC. CITY RECEIVED TUKWIL,q OCT 2 5 2007 PERMIT CENTER O Cm) CIC W CO C.> Z f• O n 4 M O 4 ° u w SHEET 0 r LU V (X co CO J O) a 0 0 c W I— _ w O Q n Q J _ CO Ne M CO I- 7087 REGSTEFED ARCHITECT 11060390603 WILIAM EDWARD ABBOT STATE OF 1 , TON ���Ir/ 10 �• ,� ,. ` HOLLISTER Co. � — — — - -�� END PANEL EXTEND TO ill ..hill f..=..- = 1 ' WALL \1!! I 10. g 1 - -10 ;1;; NOTE: COORDINATE W/ PRESENTATION PLAN A4.1 CABINET" SIZES VARIES 7— L INE OF CROWN MOULDING - \ \ 1 h ■' 7— LINE OF CROWN MOULDING A T TOP ::::N: AT TOP OF CABINET LINE OF CABINET BASE AT FLOOR F '` A' o p o m 1110 „811 4 LINE OF SHUTTER FRAME AND CASING LINE OF CROWN LINE OF ARCHITRAVE � Sili I I AT CEILING / ID, MOULDING AT CEILING - INFILL CASING TRIM MOULDING AT CEILING N r -1 0 ; �! � WOOD INFILL ; \ e hi, - �� PRONTO \ I i N " OWNER, INSTALLS I "I f I I1 1 ` MI _.... ,,_ 'P Ie -I _ — --■ Il I ' - - — 1' -6 "" { I'-•6" - - ■. I'--9" & PARTITION , 1' -9 5' -O" OR 6' -O" OPENING d _ L EQ. !1 BASE AND SHOE BELOW (TT?) h1 i ' l ► _ . _ --- I CAPITAL 1'-9" -I EQ. - ,, 1' -q" EQ. 1 ' — q " 5' -0" DR 6' - OPENING 2' -0 5/16' 1' -9" 3 5/16 = 1' -9" 1 - 9 " I' -9" 3' -9 5/16' (HOLD) f / 3' -9 5/16" (HOLD) REFER TO PLAN ��- A SHUTTER PLAN. DETAIL SALES TO SALES SCALE:: 3/4" = I' -0" CABINET PLAN DETAIL -- SALES TO SALES SCALE: 3/4" = 1' -0" 2,„..... AZ 3' -9 5/16" (HOLD) d dtly! MTL FIRE STOP LOCATE WALL STUDS. LOCATE SALES 2 5/16 1 — 9 1 — 9 1 — q " III—C1' REFER TO DETAIL A /Al2.3 FOR CROWN DETAIL AND CEILING GRID LAYOUT INFORMATION REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE , I R��������` 3' -6" OR 5' -3" SEE A4.1 c. OF SHUTTER ASSEMBLY CEILING "T" C ENTERED ON WALL . /NON SALES WA 12 GA GALV STL HANGER WIRE, ANCHOR TO EXIST STRUCTURE Q o G- m ��� ` �� END PANEL TO WALL co c v \ - NOT DECKING - - =1 •— — - _ � � ;. 10 8 II PREFAB MTL SHUTTER HOLDER � CASING suppoRT, ANCHORED TO MAIN RUNNERS OF -' "" �`; IG ��_' l: i 1;' a .---7- _- ,� 7' -0 1/2" A — : �',: -IKWIL 2001 s > S USPENDED' SUSPENDED EMBOSSED METAL LOOK CEILING :.: .. 11111 - �I _ - •i � 1 �I �� . : � � III - -� �� �� •I III � � • 11 I EMBOSSED METAL li , 1 Ill. \ 1 , 1 1 1 1 1 1 :SNOISIA3a • �• II J LOOK CEILING RODS TO BE DIVIDING SALES ROOMS A2.1): TO 1 e"` ON THE RIGHT ,��, TO REAR TO % SIDE NOT `i (EXCEPT "'� THE WALL WITH a ` s�-°° AND FRAME / TRIM 8Y G.C. ' PREFAB MTL. CASING SUPPORT TO SIT ON FULL FILLER PANEL AT (CUT NOTCH REQUIRED). - 4 �I r � - i 1 : .: ,.. F . I [` I 1 CRO CROWN #2 11! r TYP WALL CONST �: m a I 1 SHUTTER ACTUATOR INSTALLED ON SHUTTERS DUDES $ BE E I YS AS FOLLOWS (SEE - CABINETS PERPENDICULAR THE STOREFRONT SIDE FROM THE FRONT OF SPACE - CABINETS PARALLEL STOREFRONT ON THE FACING LOUNGE 22 CABINETS SHARING LOUNGE 22) SHUTTER FRAME AND CASING LINE OF CROWN MOULDING CEILING GRID SHEET METAL ANC HOR, PROVIDED BY MILL WORKER INSTALLED BY G.C. STRAP CABINETS TOGETHER (2 PER ENDS OF CROWN (SEE DETAIL A/AI2,3 FOR SHUTRIh AT SALES AREAS WHERE T ) NOT OCCUR.) SEE PLAN A2.1 1 � � I1 ` AT TOP OF CABINET 1 =1 — icv r "' PREFAB SHUTTER HOLDER r • LINE OF CROWN MOULDING i AT CEILING ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 1 I BID DATE: 11 -12 -07 I ` 1 1 1 ' :` WOO /TRIM PRO' SLED, INST ALLED 5Y G.C. 6 .�. / H CABINET)AT TOP FILLER SHELF SUPPLIED BY OWNER $ INSTALLED BY I WOOD SHUTTERS PROVIDED BY OWNER INSTALLED SCREW ANCHOR TO SHUTTER HOLDER SHUTTER ASSEMBLY 1 ��) �---� „ CABINET ENCLOSURE A" CABINET BASE LINE OF CROWN. BASE FRAME VERTICAL CAP 10. RUN TO WALL AT ASSEMBLY END CONDITION G C Fi PAIL` 5 P -9 (LT HEIGHT DOOR JAMB DOOR OPENING BEYOND I IN FILLER PANEL A5 i -F -F .F.F TOP OF CABINET CROWN ASSEMBLY TOP OF CABINET CABINET DETAILS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 CHK: !AEA t A TOP Fl LLER SI-IELF c SHUTTER PLAN DETAIL (WALL TO WALL) SCALE: 3/4" = 1' -0" ® PLAN AT CABINETS SCALE: 1 1/2" = 1' - 0" ` 3' -8 1/8" INSTALLED BY G.C. CONT 2" 2" ANGLE 3' -9 5/16" (HOLD) l q 1 - 9 " O CABINET ENCLOSURE, SECURE TO FRAMING. DIMENSIONS AND SPACING DIMENSIONS ARE CRITICAL AND ARE TO BE HELD, SEE A4.1 DRAWN: DM X SUPPORT FOR SHUTTER ASSEMBLY, MOUNT 3 1/2" BELOVI CEILING SHEET METAL ANCHOR, VERTICAL CAP ` 1 ' - 9 ° 1 -4 I —q `: 13 3 5/16"--/ y r ASSEMBLY SEE F /A10.1 FOR PLAN LAYOUT R CITY OCT CABINET PERK F 2 ITC CENTER I' -6 "� I' -6" i' -6u 3 " 1 '_ 6 n _ ` `._ 1• '� ` ' S HELF UNIT '`. PROVI DED BY MI LL BY G.C., ANCHOR TO STUD —� FIRM: A&A , .- , -' (MOH) 11 91/9 b -.9 • - ', _ .� .,91/99 O - ,Z Ril i _ I 7,s1 m 1 , 11 ill 1;1 �� ' .� ' � REFER TO F/A10.1 VERTICAL ASSEMBLY 2 I/4" :NNOSa EI ! ' i ASSEMBLY REFER TO FIA10.1 SHELF ASSEMBLY PROVIDED INSTALLED BY OWNER ! i i SEE F/A10.1 FOR PLAN LAYOUT SHELF ASSEMBLY INSTALLED BY OWNER DEMISING WALL/ 4 § c I CAPITAL ` `�- 0 SCALE:AS NOTED CABINET CROWN: 4 CABINET A ENCLOSURE, SECURE TO TOP OF VERTICAL. j- LINE OF CROWN MOULDING AT TOP OF CABINET LINE OF CABINET BASE AT FLOOR END PANEL EXTEND TO WALL END PANEL, RUN TO WALL AT END CONDITION �� ' ' INTERIOR WALL SEE SHEET A2.1 7087 WHIM WHEDWARD STATE 1ir i j !' 1 p 1 `' FEGMERED ARCHITECT F3 ABBOT ABBOT OF WASHINGTON \.Q` \(t .�►, / SEE A7.I AND A7,2 FOR ELEVATIONS. SEE F/A10.1 FOR ASSEMBLY DETAILS. - CD BASE FRAMING, SCRIBE "� TO FLOOR `'` � � :` V CAP FITS OVER 1 ' - 3 5/16" 1' -S 15/16" ; 1 1 ID � ' CABINET EDGING (SIDE TO . SIDE). .■_', f' CABINET FRAME WITH CROSS FRAMING, SECURE TD FLOOR. CABINET FRAME WITH CROSS FRAMING, SECURE= TO FLOOR, � � `� . w y V _ _ — kg, — ^ — — — \ ENEPANEL ` _ -•� -`` ., CABINET BASE TRIM SCRIBE TO FLOOR FINISHED WOOD FLOOR TOP OF SLAB CABINET BASE TRIM SCRIBE TO FLOOR FINISHED WOOD FLOOR TID TO EXT END WALL '�• ,`� . -'�• BACK EE LAN CABINET `�' -. v.......:. © FLOOR BASE. AFTER INSTALLATION BASE TRIM, VERTICAL CAPITALS, TO WOOD A FLOOR. :� G 11060390603 —i i d 11 i� 11 1 SHEET L INE OF WALL ' �.. 10.1 CA PLAN DETAIL — (WALL TO WALL) F TYPICAL CABINET ASSEMBLY CABINET SECTION SCALE: 1 " WALL CABINET SECTION SCALE: 1 1/2" = I' —O" 3' -q4" ISTER Co. 3' -B2" •10. I I / m I tIE / 3' -3 fl 7 ' 11_011 f 1' -B" 5 2 u q f I I / I 31 4 1a H r D G; � 2 m� ° 1 x •10. r "V'' HOLD TRIM 5/5" OFF OF FITTING ROOM WALL PANEL. • I 1' Ara- • 0 Irl GC TO INSTALL GO BACK CABINET, SUPPLIED BY OWNER, IN PLACE OF THE DESIGNATED ON THE PRESENTATION PLAN (TYPICALLY THE BETTY'S SIDE TO BE PLACED AT THE LOCATION SHOWN IN SECTION B. THREE (3) METAL CUSTOM -SIZED ROLLING HANGER BIN WILL BE DELIVERED TO STORE SEPARATE 2" 52' 2 n 2 u 2 52" i I an owc coo ow: 111 ,� Ste, lu li q 2 I 3 ' 16 ►. S f A TYP. '� TYP. L_I REVISION DIRECTIVE KEY 6.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G. GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE I E 1 •10. FIRST FITTING ROOM STALL AS FITTING ROOM). ONE NANGBAR IS MESH BINS PER CABINET AND FROM GO BACK CABINET. ; :� .., a _ k 0 e - 0 m illIM M NA — — . - rA I r 1 L __--- J :SN 01SIA321 A SCA: C ELEVATION j .• C ELEVATION C PLAN DETAIL • 4 " P 33 " 4 ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 1 I BID DATE: 11 -12 -07 I V V V fr 7 � V V :,.., FOrgr \ 7 5q 216 I i i 3' -3" -1, cv 2' -0" 1g - IE h - GO-BACK CABINET DETAILS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 CHK: WEA I-IANGBAR, SUPPLIED BY STORE FIXEDr SHELF ewa :NMYNa STACKING METAL MESH BINS, SCREW TO 6ASE AND SIDE WALL 4° 2 �} FIRM: A &A f ,( • F CABINET ELEVATION FULL SCALE BI -FOLD FAUX 5 -FOLD DOOR 3' -12' HANGER \ :j (TI CUSTOM BIN FOLDING MAGNETIC STOP \ (1,1-r ANC q ... = 1 I- I' -Il� _ p C — = 1 11 IIO -IL -.... V � SCALE:As NOTED . I14� / � a " ^ • - r1 1 °1 1 l 1°1 1.1 I 1 . I 4 Ell rim ,. 7087 . REGEMED CT WILLIAM EDWARD ABBOT STATE OF WASHINGTON OIL ktIgI1 BOARDS SUPPLIED 13Y 1. 1 01 el Ie n , 1' -04" 1. 1 1 1_ 8 1t 1 i 1 I 6- `1 1 t o � — IN RECEIVED CITY OCT PERMIT 2 5 Zoos CENTER 11060390603 SHEET -. . ;,. . 4 2 i ® CABINET SECTION SCALE: 1 1/2' = I' - E CABINET SECTION SCAM: 1 I/2" = I' -0" HOLUSTER Co. i t - 2 101 R emo a tA rP ' - ,. *li . al acce7114/ `g CABINET END PANEL BASE AND SHOE BELOW LINE OF CABINET DOOR JAMB ASSEMBLY DOOR JAMB ASSEMBLY 157- OWNER 1 • ' II , VI km .11! .,oe l i 2-9" , I , 1 - 1 0 _ ... . .. 1-- — , ., .% , , '-:::: . ,,,-- (1) . 1 === — , ii-o. A.D.A. WRITING ' BD. 3 5ie -_, 0_ 0 1- QOOMfld 01 1' 1 i I 1 - - - - - IMIlri il : 1 - 4 SURFACE WITI-1 i NON-COM BLOCK 1 rus I -, • - .- .,, . SURFACE MOUNTED 1 _ t r 1 = i — 7 _% I METAL SLERS ID FLUOR. LIGHT STRIPS - G.C. TO INSTAL 1 ITH METAL CLIPS PROVIDED sy ovINER 41 11 FPI — 5/5" METAL 18" LONG, SET 1/4" PLYWOOD OVER 3 5/8" 15 GUAGE STUDS AT 16" ON CENTER 3/4" DIA, SOLID STEEL RODS 1 G.C. TO ATTACH STEEL PLATE TO BLOCKING AND WALL STUDS AS REQUIRED, MAINTAIN A FLUSH TRANSITION TO ALLOIA1 TUBES TO FIT TIGI-IT TO STUDS) 5/5" GYP. OVER MTL . r..C. TO SCRIBE CASING TO FIT 3" X 1/2" WOOD GYP. TO GYP. K ;- PANELS (USE DOUBLE STEEL PLAT N E UITS, AND TUBE STEEL SUPPLIED BY OIAINER AND INSTALLED BY G.C. - ALSO SEE E/AII.2 FRAMIN G INTO 6" x 2"' STEEL TUBE TK. STE TE EL PLA OVER 5/8" r == BOLT TUBES THRU BLOCKING AND WALL STUDS AT ALL PREDRILLED LOCATIONS )- D= LI F.R.T. PLATE AND BY WOOD BLOCKING. EXTEND STEEL TRIM TYP. DOWN TO BACKWRAP COUNTERTOP 111MOM UP TO CROWN AT CEILING, PROVIDED OWNER AND INSTALLED 1B,Y G.C. AND ALLEN I-IEAD CAF Boo EQUAL EQUAL • • 111M1M \ WASI-1R 3" \ 3 TRIM AT 1 T ENDS OF ALL STEEL RODS EQUAL 3" wiri ,--A BASE AND 51-10E BELOW 6 1/2" R.O. OR 5 1/2" R.O. GYP. TO GYP. EQUAL BACKWRAP SUPPLIED BY OWNER, INSTALLED BY G.C. 14 EQUAL SEE CONSTRUCTION PLAN (11_311 MIN) A, C SEE CONSTRUCTION PLAN (l'-3 MIN) AI 1.1 — CASHWRAP SECTION 111 ... 11_0N 1 , , BACKWRAP PLAN DETAIL SCALE: 1 1/2" = 1 . 1 . I 0 INSTALL IAIOOD BLOCKING ON MTL 0 INSTALL STEEL PLATES ON WOOD 0 INSTALL STEEL TUBES AS REQUIRED 0 INSTALL CROWN ABOVE AND WOOD STUDS REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE BLOCKING NOTE: INSTALLATION OF STEEL WALL TO BE F TO I/400D TRIM AS AT ADJACENT WALLS. TRIM ON ENDS — 5/8" PLYWOOD OVER METAL STUDS SECURED TO EACH ALL STUD WITH 410 SELF-TAPPING SCREWS 6" •• — EXTEND STEEL 1/4 " STEEL PLATE (TYP. OF 3) PLATE DOWN TO BACKWRAP COUNTERTOP AND UP TO CROWN AT CEILING. PROVIDED BY OWNER AND INSTALLED BY G.C. STEEL END TUBE (TYP. OF 2) ATTACH AS REQUIRED METAL SURFBOARD WALL, PROVIDED BY OIAINER AND INSTALLED BY 1 EQ EQ EQ -7r n M ..L› --. -.---.--. -.------...--.. 7 REVISIONS: . • • . 11 Il L _ 0 ... 0 .._ * - to • • . ° . . .._ _. . / z' —7------------ ) G.C. SURFBOARDS BY -- -,......... j _3 . . . r OWNER 6" WIDE x 2 DEEP CHANNEL WITH 15" LONG ---- ------...__ L _______ ----- -i - OPEN TO LOUNGE 22 ....17.■ 1 _ _____ .--- — "-... 4 5 L--------____________ RODS I8ga. COLD ROLLED STEEL TOP ISSUE DATE: 9 -6 -07 PERMIT DATE: 9 -6 -07 LANDLORD DATE:9 -6 -07 1 BID DATE: 11 -12 -07 I CASHWRAP SUPPLIED BY OWNER - INSTALLED BY G.C. f_________ = .-- j -... 1_ 411 ---_ ../ .7 N N \. F . 7 7 < N. N \ N N Sib N N / / ...- 7 .., \ \ 11{1 ■ .■ ../ > _ \ \ . \ / / 11 N N / / / • I I I I _ J II L _I I L — 1 . R=11 C=11 R=11 6=11 R=13 R=U CII1 N VI 9 2007 — —H I -\ L -` 1 \ 1 \ / \ / - N --,,z ---.... - --- ,, ,,,,I ri—E ' __..._ 1 _i___ • 1 —H 1 i CASHWRAP & BACKWRAP DETAILS (14'4"F HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 CHK: wEA ) I _ — STEEL TUBE (TYP. OF 2) IA1/ 15" LONG, L BACKWRAP (SON DASHED FOR GLARITY,) 3/4" DIA. SOLID STEEL RODS. G.C. TO ATTACH AS REQUIRED . DRAWN: DMB C BACKWRAP ELEVATION (14' 3") SCALE: 1/2" = 1 D CASHWRAP ELEVATION (14' 3") SCALE: 1/2' = l'O IL. STEEL WALL ASSEMBLY N.T.S. ID . • . 1,...3i, 4 )61 raw Li(3i 2 ......1 • V'RV :YV I Ij . , NOTE - PROVIDE VERTICAL NON-COM BLOCKING J EACH SIDE OF VIDEO MONITOR FOR MOUNTING FINISHED TRIM SUPPLIED $ INSTALLED BY OWNER G.C. TO PROVIDE NON-COM BLOCKING TOP AND so-rrom OF ROUGH OPENING FOR VIDEO MONITOR MOUNTING. 13 5/8" 1-I, x 1 1 -3 3/8" W. ROUGH OPENING. G.C. TO CUT II/16"x1/8" RABBET AT INSIDE OPENING OF TING V TRIM FOR KIOSK MOUN FINIS1-1E D TRIM supPLIED 4 INSTALLED Err OWNER DSGNR: T.M. 9" x 9 ACCESS AII.1 _,v 1 PANEL 14 FACE OF COLUMN TO FACE OF COLUMN 11_ FINISHED TRIM SUPPLIED 4 INSTALLED 1-OLD . FILLER AS 14 CASH1A4RAP WORKSURFACE OUT TO OUT REQUIRED A KIOSK (REFER TO i BY OWNER l'-3-3/8' x l'-6' vIDEO MONITOR SUPPLIED 4 INSTALL ED I § ,-, IjA . 4,11.1 ,. 17 1- a, u., 8 ,., , 14IeLL 031V IS9VU -321d SCALE:As NOTED A2.1) k 1 „8/5 EI ' If 1 z , _ OPEN TO = // / / / T-i. 1 1 ! V II 11 : 'I 11 V II V II II u 11 p 1 -- —_--*.1 IL'I I V II II I: _El- `:1 11 V ,;1 v u ;.- I a 1 1 I 1 k 1 II I I 11 II II I -ES- I II II 11 1 El ii: ; CASH/BACKWRAP 1 u 11 u l'.. z- u II 0_4 1i 1 1 11 11 11 1 II a I II I . CASHWRAP SUPPLIED BY . OWNER - INSTALLED BY G.C. i- JO dOl dl „Z /l P -,9 IM1 I■ :: 1 1 • . ith... .-- Mb ' . 1/16" .._ -: - - 1 I 1 1 BY ONE KEYBOARD DRAWER SUPPLIED INSTALLED Si / v i" 1 . . -- 1' 3 3/8"1-1. X l'-N. VIDEO MONITOR SUPPLIED it INSTALLED BY OWNER 7087 REGI ARCHITECT WILLIAM EDWARD STA . I ' 9 ■ ... . ASHINGTON ABBOT 0` Co .. . .. MAGAZINES MAGAZINES MAGAZINES A.D.A. SURFACE — tis r a 4 ' GAZ1NES • • ' 1 LINE OF WORK miN. KIOSK (REF TO A2.1) :R S i 10 Tr \ 5/5" GYP. BD. OVER METAL FRAMING . ,ge — 1 1 -4 I/8" H. x 1 1 -3 3/8" W. ROUGH OPENING G.C. TO PROVIDE NON-COM BLOCKING TOP AND 1 . 11 1 . , - ci . ), H2 „8Il 0 -qtr -->c_ - couNTER 2.-w (ABOVE) 5/5" L.0 14 CASHWRAP TRANSTOP OUT TO OUT SECTION s, O _ 3 I— BOTTOM OF DRAWER ROUGH OPENING AND KIOSK SCREEN ROUGH OPENING RECEIVED CITY OF TUKINILI■ OCT 2 5 2007 73 4' ..A. G 1.1 Al OWNER. r • _ \ m ... 1 HANDICAP I-IANPICAP CASHAP „, .. 11060390603 SHEET CD ELEVATION PERMIT CENTER .. A 11. 1 , __ _ , CASHWRAP PLAN SCALE: 1/2" = 1 , G CASHWRAP ELEVATION (14'-3") SCALE: 1/2" = l'-0 _ _ . APPLICATION KIOSK DETAIL SCALE: N.T.S. . , _ . 1 4' -lo l 9 Ia' o" BARREL VAULT CEILING 11 •� �` `\� GYP TO GYP, GYP. TO GYP. GYP TO GYP. FINISHED CABINET I/ 4 -II 3/4" n TRIM (TYP.)'� MDF TRIr.-... r.-... MDF TRIM "LOUNGE 22 SALES AREA ; cv 3 it J �° —FILL WOOD SHUTTERS ti �` SHUTTER SILL 5/8" GYP. Bp OVER 3 5/8" MTL. FRAMING r 1 - MDO FULL HEIGHT OF WALL BETWEEN CABINETS 1 1 5' -3 (CABINET BOX) At �� '1 — [ , w o L� 1 CENTER LOUVER PIVOTS 1 r LINES OF WALL BEL 1 ' G 0 ® Q e II 1 1 1 li 4 I L r d■ h I ° �I = m �� IT I� . . /- I� I.._.�. I �• _..) rrr� ROOM -- 1 '� . MIRROR I!�! ILOGKER I m �,1 10 5/8 I/2 X 3" TRIM TYP. LINE OT BASE BELOW LINE OF G.1A1.13. SOFFIT AT 7' -0 1/2 A.F.F. = : 1 3/8' I f % 10 5/8 �,I • • 5/8' 2' -2 1/2" 10 5/8" -2 1/2" 10.5/8 � t 10 5/8" 4' -1" I' 0 1/8" 2' -2 1/2" I' -10" III ■III I' 10 "11I NOOK 1 m 2' 1' -10" 111 \ 1 I" X 3" 1 BIFOLD I (No BASE) CONDITION BELOW � 1 TRIM AT LINE OF PRE - MANUFACTURED MDF G.G. TO INSTALL G.C. TO INSTALL f HOOK CENTERED f G,C, TO INSTALL HOOK DOOR BASE BELOW ON TRIM AT 48 LOUVER PIVOTS OF WALL BELOW O.G. 1 CENTERED ON TRIM AT 48" O.G. WOOD PANEL (FROM 7' -0" TO 6'- 0 "A.F,F.) OVER 5/8" GYP. BD. OVER 3 5/8" MIL. FRAMING TYP. CASING FOLLOWS CURVE PILASTER WITH 3" TOP AND CENTERED ON TRIM AT 48" 0.C. SIDE TRIM AND 5" TRIM. G.C. TO INSTALL BOTTOM 3" TRIM AND BASE 4\ CENTER LINES 1 V2' : 1'-0' 2 3/ I- I" `J ` r 6 ' CE) - - — EQUAL EQUAL EQUAL ,/,' R.C. LOCKER ROOM BENCH TOP AT 18" A.F,F. - SEE 1 3' // / 3 / 1 DETAIL D /AI2.1 A LOCKER ROOM ELEVATION SCALE: 1/2' w I' -0 5/ %" 2 3/ ;" VAULT LO SHUTTER VAU UVE ER TO BARRE LT - r ■ TYP. (FINS FIXED AT q0 °) — le ,, ° CONT. 8 WIDE 26 GA SHEET m E.- • [['' cr 111 BACK OF CABINET 3 3/4 3 5/8" METAL FRAMING c ,7- ifi „ 7F- t t �. \ S LOCKER ROOM MIRROR TRIM TT?. (4) SIDES � - PAINT P -2. ATTACH SECURLY T 1 , METAL SECURED TO GROSS 'T's EVERT 12" O.C. (2) 1/2" x 3" CONT. BLOCKING ABOVE SHUTTER CORRUGATED STEEL PANELS SECURED TO CEILING GRID, CONCEAL SEAMS BY LAPPING CORRUGATED PANELS BEHIND SHUTER JAMS - SEE F /Al2.2 ; 4 13/8" �� 3/4" ���! 6' -8" LINE OF SHUTTER �� LINE OF PILASTER 3/4" '�"�� r ! SILL BELOW 1 3/S" � � CAP BELO 5' -8° CABINETRY WITH , „ 5 -8 PARTITION BELOW �_ FINISH NAIL \ - I% CONDITION ABOVE � ^ _- j F y � `�`- • P r `.� is ; �. COAT NOOKS SMEpBO 8248 TRIPLE COAT HOOK W/ POL BRASS:.:..::; FINISH (GC VER QTY B EFORE ORDERING) MOUNTED ON TRIM AT 4-0" A.F.F. - REFER TO A4.1 FOR EXACT LOCATION b. PRE- FABRICATED VARIES LOCKER ROOM / PLA DETAIL SCALE: 1' = 1' -0" - ........._ ... _.._ .................._.......... ............................._ .... : ,, I i L ; - Y ' ' ARCHED SHUTTER FRAME C / ✓ ✓✓ \ \ 0 "X GA. HORIZONTAL LOCATED FULL LEGS B . METAL BETWEEN AND STUDS - HAND SIDE OF ROOM BENCH 1/4" WOOD SECURE TO OF BENCH. ED ESS OWNER / CENTERLINE EQUAL �OF VAULT EQUAL - ' ?`' W/ TRIM EA. SIDE NOTE: PIVOT ±:# \ \ / z o u p oz _ -' O j a a WOOD SHUTTER SHUTTERS - . J MDF PILASTER SUPPLIED BY OWNER INSTALLED _ -. - -�- --------- SILL _ -r�- ; r J, - �r� r�� !:? �: i �` WOOD LOUVERS FRAME AND TRIM SUPPLIED BY OWNER INSTALLED BY G.G, 51=E G/Al2.2 ARCHED SHUTTER FRAME BEYOND S SHUTTER SILL LINE OF BASE BELOW, GC. TO INSTALL BOTTOM 3" TRIM AND BASE, ALL OTHER TRIM 15 PRE- APPLIED -. ce � � �}` AMER s ra+.� ffigliil -- Egi — - -■ IMM AMIN � ..r� \ m ' ' /mow - � i OP''. 6 16 STUD LOCATE ON LY • .� w IMMINIMIN B2 I �I' �� � . \ �iw!rrr _ L• 12. ♦ c) \ P 2 \ H. LOCKER R001'1 BENCH TOP AT 18 A.F.F. SEE DETAIL p /AI2,1 wirrr..r� '� _ -- - �""�= _ 1©) gl II / \ \ \ ,,,-.\, — I/4" CLEAR \ MIRROR SILIGOP!Ep TO GA B., - Q ■ ® _ Q 11 p j © ■�j 0 ■ ■ _ y �/ % �/ / 1 0 �� y ' �/ i / / 7 ;j �� /� / / # , 1 �/ / / �/ / SUPPLIED AND INSTALLED BY G.C. MIRROR ACROSS FROM N.C. BENCH IN ACCESSIBLE FITTING ROOM SHALL 6E is "W - 12 rlrr \ / / SNUTTER SET IN 2 OPEN POSITION \ J` x 54 "H DETAIL \ C MIRROR &HOOK SCALE: 3" = 1' -0' 1 P -2 OVER , / , �/ / / // \ EXTENT OF PLYWC 7,,_ _ STEEL cv \ � _. _ CLOTHING OPTIONA BEYOND THIS POINT cauFORNU� STATE BEACHES J :� \ STAINLESS STEEL 1 1_ ■� ♦ �/ �/ / ■ ■ '> ■ ■ n. - 3/4 X 1 1/2" HOLDER @ EA. BLOCKING Am ,___ • II ■ 'I ��O] - c,.) \ END ° > SHUTTER \ SILL. ° .� t NOTE: 1. G.G. TO PROVIDE IN -WALL 3/4" NON-COM PLYWOOD BLOCKING MECHANICALLY FASTEN TO WALL STUDS BEHIND DRYWALL 2. LOCKER ROOM 51GNAGE WITH FAUX RUST SCREWS SUPPLIED BY OWNER $ INSTALLED BY G.G. 2 _0 ' I - P LEGS (G.G. TO Q SECURE TO FLOOR WITH (2) I/4 " WODp SCREWS PER LEG ii f -� - � �r MI �� I' -10" -. • ∎ ∎∎• ∎g ` 2' -2 I/2" / � rll■ � ■■ I. i■i 3/8 - " 11 15 1 . - ' 8 7/8 , 4' -1" r ©7 WV' 10 1' -10" 2' -2 1/2" 1' -10" 2' -2 I/2" \ TRIM AL GN W/ 1 1W CROWN ASSEMBLY -mi. @ CABINETS ON EA. D4 7' -0" A.F.F. _ FINISH FLOOR SEE FINISH SCHEDULE ` SIDE EXTENT OF PLY ® WALL- MOUNTED BY G.C. - SEE ``� PR -F M .p.F. `J 3 TRIM BOARD ® 3 ° WOOD TRIM MIRROR PROVIDED AND C /Al2.1 PIL G.C. TO INSTALL AND BASE AND TOP INSTALLED BOTTOM Q 5" TRIM P -2 I FAUX RUST t INSTALLED to GYP. BD. 1 P 2 J 1. T. �1D �� - • , .I J Q WAINSCOTTING C1 12' i lOOD TRIM ® LOCKER ROOM SCREWS SUPPLIED BY G.G. SEE P -2 I 11 NOT USED 12 #5 PAN HEAD, COMBIN/ 13 1:15 PAN HEAD, COMBINE 14 G.C. TO PROVIDE IN-WALL BLOCKING MECHANICAL DRYWALL. INVERTED INTERIOR BASE � � BLOCKING ��-` 3" x 1/2" WOOD TRIM - � TRIM { s — _ '' -3" CAP. P -2 I 1 P-•2 LOCKER ROOM BENCH DETAIL SCALE: 1 /2" = I' -0" LOCKER ROOM SECTION SCALE: 1/2 = 1' -0° P -2 11 ON TRIM, ON (COATI-100K ONLY) SIGNAGE WITH BY OWNER DETAIL K /Al2.1 ® GYP. BD. ® COAT HOOKS MIRROR SHALL BE P -3 II S IGN DETAIL SCALE` 3" = 1 -0° REFER TO VENDOR'S SHOP DRAWINGS AT 48 A.F.F. - CENTER 46 "A.F.F BEI -IIND NC. BENCH MOUNTING BRACKETS FOR MARKETING IMAGE - SEE D/Al2.3 WALL CABINETS TO BE INSTALLED ON THIS SIDE OF WALL ONLY B AND INSTALLATION INSTRUCTIONS FOR INTERIOR PARTITIONS AT LOCKER ROOMS. �� . 0 ° 4' -0" 4 -0" X 4' -0" r / 3" DEEP WOOD LEDGE CONTINUOUS AT TOP 1 SUPPLIED BY OWNER r INSTALLED BY G.G. ` o LL CEILING SUCPENDED TRACK LIGHT 1 1/2" DIA. PIPE FOR ATTACHING LIGHT FIXTURES 1/2 THREADED BELL 7.4- SUPPLIED BY tY ND co 1- PILASTER PANEL BEYOND 0 LOCKER ROOM CAPS \ 1 I 1 �'I I I �`�r ` BED MOULDING - P/Al2.3 4 / INTERIOR INVERTED SASE TRIM WOOD BLOCKING ���- \ \ O � . 0 G I ® // 1/ / U / /1 2 �•12.- LOU\GE \� 22 1 P MI SIM. • 12. 5/8" GYP. BD. ON FIELD DETERMINE - MAX. LENGTH - HOLD END OF TRACK 2 F I I 3 5/8 METAL STUDS 1/2 MDF VERTICAL Q - \ a �\ EQ t EQ 1 .. i 0 o o ~ .. ® ` MIRROR BY G.C. SEE C /Al2.1 I n' SLAT WAINSCOT - . 7` 0 / =_-- o 3 VIDEO WALL l0 - GYP. BD. ON 3 5/8 T ' 7 1 Q �� Al if, i �� /// / / STUDS @ 16" O,C. LOCKER ROOM MIRROR TRIM, - rrp. (4) SIDES - ' 5 /8" GWB OVER 5/8" MDO PANEL AT VIDEO WALL. SEE SHEET AI2.b i INTERIOR BASE TRIM - A1. INTERIOR 7Q$7 WILLIAM I ARCHITECT \ EDWARD RemERED ABBOT TON �� - G "�' 1Q Y � II PAINT P -2 \ \ WOOD TOE STRIP - '' =' BASE TRIM - P /Al2.3 P/Al2.3 INTERIOR RASE TRIM OVER MDF 6 \ 1 iMdi - _ 11060390603 /_P/23 CERAMIC TILE OVER GONGRE SLAB I WOOD TOE STRIP - P /AI2.3 , / FINISH FLOOR G.G. TO \ \ T ® Q 6 i __,R11 1 N.G. MI' FLAT STOCK FOP- SHEET INSTALL 3/4' I P -2 i n 1 -9 _ n 2 2 I/2 OF TU ECEIVED 11/I� 18 "x54" M LEVELLER ` U IrT G 2007 %. . \ " ■ 1 2 SALES /LOCKER ROOM SECTION SCALE: 11/2' = 1' -0" G LOCKER ROOM WAINSCOT SCALE: 1 1/2" = 1' -0" . LOCKER ROOM ELEVATION SCALE: 1/2" = 1' -0' J LOCKER ROOM SECTION PERMIT CENTER SCALE: 1/2" = 1' -0" 1 1 S/8' GYP B ON SUSP MTL FRAMING I B ATTACH TO EXISTING STRUCTURAL - MEMBERS ABOVE (BEAMS JOISTS) DO NOT ATTACH TO DECK r� '' �` � �� � — - - PROVIDE 3 5/8" MTL. STUD FRAMING TO STRUCTURE ABOVE (NOT TO DECK) ( - + + + + + + + - 12. `• 5/8" MTL. STUD O.C. - SECURE TO DECK) FRAMING AT 16" TO STRUCTURE (NOT i 46 J -.1 /2' CORRUGATED STEEL PANELS (SUPPLIED * INSTALLED BY G.C,) OVER BARREL VAULT GRID SYSTEM. / \ \ . ' T' 4` + + + + + + + + - _+ + -8 10'" A.F.F. 1 � " " ,^ - 1 _ r AIF F - 10' -8" A,F.F.$ SUSPENDED CEILING �' WOOD SHUTTERS AND FRAME/TRIM ,o, tiAI( i c 1 , i s 1 1 0 , ¢ )I ; ` \ �' �� f , �2 SUSPENDED CEILING WOOD SHUTTERS AND FRAME/TRIM - -1 k - _ I 10' -q 1/2" •. ,... pik : ,...: -• .`. _ SWIM WOOD CROWN 50 SHIM PROJECTS AHEAD f A.F.F. A F F �` 1y I _ ' SLAES FLOOR CEILING HEIGHT 1A 00 % / WOOD ; CROWN #2 I ; I E ( 1 CR0 / 4 ; \ @ " O.C. ail 5/8" GYP. Bp. OF STEEL PLATE J 2X4 SUSPEN METAL till � I ` I Imp- ` � OVER METAL 5/e" G7P Bp ON FRAMING /A TK. STEEL PLATE a/ 3/4" x 6 WD. BLOCKING. J J CEILING GRID . `I MDF PLANKING I 1 ♦ 3 5/8" MTL. STUD BRACING @ 48" O.C. \ / SUSP MTL FRAMING EXTEND STL. PLATE DOWN TO BACKWRAP COUNTERTOP. (SEE E /All.l) � ♦ :1 ! \ 5/16 THREADED ROD \ / c CORRUGATED STEEL PANELS 4 WOOD CROWN #2 u ` ; • 111 # 1 III 8' -a ' A SUPPLIED AND INSTALLED BY G.C. j it TRACK OPTIONS ' _ „ w/ SELF - TAPING 5.M.5. REFEF. TO ? 5/8 GYP BD ON MTL STUDS - : �I I y I 7' o ° A,F.F ii FRAME WITH ME' 5 - BEND ON SITE WITH TrackBender - AVAILABLE FROM IS TRACK CORPORATION F /Al2.2 FOR SCREW PATTERN 4 (SUPPORT FOR LIGHT - REFER TO , 1/2" THREADED BELL CAPS CEILING PLAN FOR TRACK LIGHT ;° WW I ADIUSTRA ) 487 OR 772 - 3487 388 872 -3 (. SUPPLIED BY OWNER LOCATIONS AND REFER TO TRACK / d.--- � " "'" r ■� 1 - LINE OF CABINET CASNWRAP AREA REVERSE DORMER INSTALLED BY G.G. PIPE LIGHTING DE GAIL SHEET E2.1 — ARMSTRONG PRE- RADIUSED CEILING GRID SYSTEM CHICAGO METALLIC CEILING GRID SYSTEM 'RADIUS ON SITE OR E THIS SET. � - LINE OF CABINET - 1 ! II , J 3 i 1 I 1 ci w OPP. S IM. CABINET - SEE DETAILS ON AI0.1 REFER TO SHEET A2.l THIS SET FOR WALL CONSTRUCTION WOOD FLOORING ON PLYWOOD SUB FLOOR —� _ __ -- ____.__•_ = . 1 ' 1 3 W. TRIM OVER 5/8 LOUNGE 22 GYP. BD. OVER MTL. F RAMING � . ? j ' 1 0 0'- 0"A.F.F. DEFINITION -- - �0.. 71 ■ ► NOTE: REFERENCE FLOOR HEIGHT OF 0'- O "A.F.F. IS RELATIVE TO THE TOP OF THE WOODEN FLOOR. CERAMIC TILE IN LOUNGE 22 AND OTHER AREAS IS INSTALLED BELOW O'- 0 "A.F.F. ALL CEILING HEIGHT ELEVATIONS ARE R LA IV RLATIVE TO THTOP OF WOODEN FLOOR. SEE NRALi MORE INFORMATION - 7' -0" A ,F ,F . � g) j �' 1 ' 10 M ,,,, / \ —GYP BD `-•-. I SEE CONSTRUCTION PLAN rE: :EPE Eas LOCATE 3" TRIM AT TOP OF WRAP AS SHOWN AND OMIT TRIM AND BASE ONLY AT AREAS WHERE CONCEALED BY WRAPS CERAMIC TILE FLOORING OVER CONCRETE SLAB ;E r LOUNGE 22 SECTION SCALE: 3/4' = I' -0' CEILING DETAIL SCALE: 11/2" = 1' -0' ,In - CJ 2007 a K NOTE - VAULT HEIGHT ALL SHUTTER VARIES PER FIELD INSTALLED BY CONDITION. G.C. UM CENTER OF PIVOT FOR VA ULT z A " �i PARTS ARE SL 1Y OWNER AND TENANT'S G.C, VERIFY FIELD IONS BEFORE EXIT SIGN DORMER CEILING SLAT OVER ' " 1'-1 1/4 REVERSE DORMER FRAMING - 3 5/8" MTL STUDS AT 16" O.C ` SECURE TO STRUCTURE 3/8" TK. MDF PLANKING OVER u u 5!S GYP. ON 3 5/8 MTL. ` \ 5/8" GYP. BD. AND 3 5/5 MTL. STUD FRAMING 6 .4 . � `�. ! 3 5/8" METAL STUDS @ 16 O.C.BEYOND ANCHOR TO STRUCTURE ABOVE REVERSE DORMER FRAMING - f D ° 3 5/8 MTL. STUDS AT 16" 0.C. - SECURE TO STRUCTURE IN STUD FRAMING EXISTING DEMISING (2) I/2" x 3" GONT WALL OR NEW 3/8 „ x 1 ° WOOD TRIM BLOCKING ABOVE SHUTTER PARTITION SEE PLAN • 12. r IIIIIII CORRUGATED STEEL PANELS 5 TO - 1 CEILING GRID SEE A/A 2.2 -' ° \ °� . CONT 8” W IDE 26 GA SHEET AL SECURED TO MET E CROSS 'T's EVERY 12" O.C. �"'�' "m'o'no' mu oil , . "I ' „�' : � ,. . ���" � � ' _ _ o 10' -8" A.F.F. moo oo . Nolo, "•' , o • r ' _ CEILING - CENTER SHUTTER NOTE G.C. TO L H HEIGHT ASSEMBLY, //// 111 e _ INSTA ON - "... i ■ un� ,i. ii. PIVOT LOCKER BOOKCASE CROWN MOLD ROOM SIDE OF SHUTTER - __ ' - REVERSE DORMER. SEE C /AI2.2 TYPICAL . � 3/8 x 1 WOOD TRIM .e..�.iA 6 WOOD CASING �,�,� r.� � �� r -��� " . 8 CORRUGATED STEEL PANELS ..� ��� � SECURED TO CEILING GRID - v F/Al2.2 /= _ 3/8" TK. MDF PLANKING OVER 5/8" GYP. BD. ON , E ■� 1... lit ��_ ii — - _ '� � - - 3 5/8" MET STUD FRAMING �i o _ Y r - -._ /7p mii �- � I I : i i �` -_. 7' -0 A.F.F. CORRUGATED STEEL PANELS SECURED TO CEILING GRID - SEE A/Al2.2 I ° r.+.w+ - — -- _ OPERABLE GLASS TRANSOM WINDOW w/ WOOD FRAME * TRIM PROVIDE 3/4" X 1 I/2" WD BLOCKING TO FIX IN OPEN POSITION. SECURE EACH END l^1/ #10 x 3 WOOD SCREWS, TIP. WALL BEYOND I FIXED OPERABLE T 18' -0° NO BUTT JOINTS IN PLANKS 'II I, 8 � FIXED I `1 7/5 �f SECTION WOOD SHUTTER ASSEMBLIES ° S -0 A.F.F. REVERSE DORMER AREA (OPEN TO DOOR OPENINGS BEYOND ) 1 WITHIN FRAMING BANDS 3 / " 2 ' I I ; II ; - \ i —ill I' -9 5' -8 6' -8 LOCKER ROOM AREA 4 4 8 7' -0 A.F.F. / 18' -0° f 1 I I 7' -0" A.F.F. _iiii_l WALL J 1 ® LOCKER ROOM /LOUNGE 22 SECTION SCALE: 1/2' = I' -O' SHUTTER ASSEMBLY SCALE: 1/2' = I''0" D .....4.1 ARMSTRONG DRYWALL GRID SUSPENSION SYSTEM EVERT 4114 VAL1-EY GYP BOARD I - BEYOND I �/ � � CORRUGATED STL PANELS ON BARREL EQ CENTER LINE EQ y EQ CENTER LINE EQ / 1 TYP PIER TRIM SEE 11/Al2.3 LOUNGE 22 SALES AR €A e' o 'e' o ai • e a e' ° e • • • • - , a • e Jj i o e • EQ EQ EQ s e e • a • • v o • • • • • ALIGN CENTER OF CORRUGATED META DEEP, PREPRIMED (BURGUNDY) SCREWS ARE 12 -14 x 1 1/4 TEK SCREWS (PRE - FINISHED) WITH WASHER - PRE -DRILL HOLES FOR SCREWS TO AVOID INDENTATIONS. THE PANELS COVER A WIDTH OF 24" WITH AN OVERLAP OF 2 u RIBS AN COME IN STAN SIZES OF q6 AND 120 USE u D DNS " PA 2,3 WOOD PANEL ON ITERIOR BASE TRIM - P /Al2.3 CERAMIC TILE FLOORING OVER FLOOR LEVELING COMPOUND, • e • • v • � o • • o • a o ° e • • - ° • • e • o o • • • • • • s • 0 0 • • • • • • • • ° a o • • • • o a • • • • • • • e • • o ° • • a ° o • • • e • 0 a • 0 _ RRR WOOD THRESHOLD ALIGN W/ W� BEYOND SEE WOOD FLOORING - "/ . 7 ./ ii / FLASH DOWN TO FLOOR SLAB IN MINIMUM OF 48" AT 1:48 MAX. SLOPE Q 5/8" GYP. DD. OVER METAL FRAMING 'K' LIGHT FIXTURE. CENTER MOUNTING BRACKET ON PANEL 7 -0 ``' ^ • v • 0 • 0 • a 0 o • 0 0 0 • • • • • • • • e • ° • ° 0 0 • \441 • • • • ° e o • ► EU w' 0 t 11- Lz N w z H 43 1 u a • 0 • • • • 0 • • to ► p • 0 • 0 a • • 1 "• ' . ARCHITECT WAR ABBOT 1 WASHINGTON ' r 01 :....:. �// • 3" X 1/2" WOOD TRIM. TYP. WALL BASE W/ SHOE BELOW e ° e • a 0 0 • ° • • ■ e e • e 0 0 NON -COM /' / o • e 0 • o • • • BLOCKING -. lb /I /i 3 /4" x 3/4 WOOD TRIM ' N w N 1- , (r) ¢ r cn �i o N w u a M w a z 1 CZ ¢ w E 0 .w 0 n u o N w z� o Zt u.i ¢ In ¢ W � 3 x m W N z ¢ 3~ d w ¢ `' z i r ¢ w o w 0 a u a N W z k3 ¢ w " u a N ' ¢ F � a 3 F u, t_ w 3 c 0 J o U 'n o N w z z u w u o a w a w ¢ w a' o N a u w N "I z w u ¢ ' a '� E L u Q cn o < '� w u Q o w u THE 120 IN MIDDLE SECTIONS A THE 96 FOR THE LOCKER ROOM SECTIONS. F � IDE CORRUGATED PANELS WEIGHT 1.79 LB5. PER LINEAL CORRUGATED METAL AND SCREWS ARE SUPPLIED AND INSTALLED BY G.G. w CORKEN STEEL PRODUCTS COVING70N, KY. CONTACT : CHUC MORGAN 1.11 C IN OF T - y = —s , m CO r Lo - r con a u o u ( , z � o �� 0 )- w cv u , -...53- ° >- (r) \ : WALL BASE W/ - 4 4 - mom, 3" TRIM BOARD 5/8 GYP -2 ��W Iw S HOE BELOW I I ' " y 1 1/2 . OVER METAL FRAMING SHUTTER IN FIXED OPEN POSITION CASING 1 70 FIT 1 ,..:..:.:,..,....:.... -. . 11060330003 - 859- 431 -7663 OCT 2 5 2007 ° : 4T_ ITC SHEET PLAN DETAIL @ JAMB WOOD THRESHOLD !ti 1 2 . 2 LOUNGE 22 PASS— THROUGH SECTION SCALE: 11/2' = I' -0' I° _ I D' SCREW PATTERN FOR VAULTED METAL CEILING SCALE: 1/4' = I'--O' 1 3 - 8 • A H A •12. > • 8.3 • 5.5 r 21 -4' 2 14 1' MIN, `�. 1 -6' MIN, 3' / \ - =MN -8 / 1 l/2" X 3/4" TRIM / 2' -8" MAX. / 2'-6 MAX. � s� 1 I DTI I, k / / J /-71 / � I _ II 1■ ■1 I. ' / f r r ors -- - - -Ry �r --- 1�»i�r ' V IFS Mill MVAII �i / J _L —' 2 / / lz _r_/_ / J 11 r Nrltl•Ir' -- ° 10' -8 A.F.F. ° 10' -8 A.F.F. r - i f J �L 11 i BED MOULD . - �� MN �� BAR AT TOP OF IMAGE EXPOSED 3 CLAMP MOUNTED ON FRT WOO BLOCKING IN WALL _ ° N. At'l ��jj � r G1 =NT1N GRID FROM EDGE OF %%% - rt CENTER GRID FROM EDGE OF CROWN, NOT EDGE OF WALL GROWN #2 TRIM BAR AT TOP OF IMAGE NO EXPOSURE 1••• � MIN MIN LOUVERS _ IIMA GROWN, NOT EDGE OF WALL CROWN #2 TRIM ° AT PILASTER ONLY CONTINUOUS -CROWN MOULD ®mom„ .■ / CLAMP MOUNTED ON FRT WOOD BLOCKING IN WALL, MOUNT BRACKET TIGHT TO CROWN 2 �� m■ / �/ m■ _ 6g' FLOOR BASE INSTAt UPSIDE 7 MI= �_ CROWN ASSEMBLY @ MARKETING GROWN ASSEMBLY @ MARKETING ° IMAGE - SHUTTER ASSEMBLY 4 1/16 @CABINET LOCATIONS • IMAGE - SHUTTER ASSEMBLY @ CABINET LOCATIONS �i �� moo =II MARKETING IMAGE # 8 - N X 6 1/2"1-1, I C C.. il l �� -1- �a BAR A TOP OF IMAGE ,Lio. li MARKETING IMAGE CLAMP, II II 3 x 6 MOUNTING PLATE, AND IMAGE SUPPORT ROD FURNISHED BY OWNER, MARKET ING IMAGE CLAMP, ° II 3 x 6 MOUNTING PLATE, AND IMAGE SUPPORT ROD FURNISHED BY OWNER, Ire r �� - ■ ' —. IL A � = MI BAR AT BOTTOM (OF 1 TOP AND BOTTOM � � MARKETING IMAGE # 4 - 6' x 6' =M BAR 8 -q L. =MI �`\ I 0 INSTALLED BY G.G. AT IMAGE LOCATIONS INSTALLED BY G.G. AT IMAGE LOCATIONS m∎ IMAGE BEHIND SMALL CASHWRAP ONLY) EXPOSED 3 "± 11111111 1 WA Mil II a ® w — — — -- — — — CLAMP MOUNTED ON WOOD BASE NON-COMBUSTIBLE BLOCKING NON - COMBUSTIBLE BLOCKING =w' AT IMAGE LOCATIONS AT IMAGE LOCATIONS a■ mwm I ... MARKETING IMAGE # 2 - 6' x 8' ° _. �i. • ^ DEMISING WALL/ INTERIOR WALL DEMISING WALL/ INTERIOR WALL SEE SHEET A2.1. SEE SHEET A2.1. INTERIOR BASE CABINET MARKETING IMAGE # 3 (5' x 5') MARKETING IMAGE BY OWNER, [ I NTERIOR BASE TRIM - P/Al2.3 1 • MARKETING IMAGE BY OWNER, TRIM - P/Al2.3 1 . v INSTALLED BY C.C. SEE B Et C/Al2.3 INSTALLED BY G.C. 5EE B G /AI2.3 REAR SALES ROOMS CABINET BAR AT BOTTOM 0 IMAGE EXPOSED • ± INTERIOR B' E TRIM / —h u NOTE - 2" GAP BETWEEN IMAGE AND I -q HIGH BASE 111-9" ICOT PLYWOOD 1 I - - 1 AT FRONT SALES ROOMS = AT - P/Al2.3 A WALL SECTION FOR CROWN 1/2" I " SCALE: 1 I/2 = I -0 _ : � : � 1 — MARKETING IMAGE #1 (VESTIBULE) ° 1 tl SCALE: 1/2 = 1 -0 C MARKETING IMAGES # 2 & 4 (SALES AREA) 1/2' 1 tl SCALE: 1/2 = 1 -0 il l I, MARKETING IMAGE * 3 (LOUNGE tl 1 SCALE: I/2 = I - tl 14 1_ a 1 13/16 IMPORTANT NOTE: /8° FC-2 NEW G.G. TI-IA STRIP 0 OINT y ,_______________ 20 2 e .'RAllD 1/2" FELT / C BED 1 I ' EXIST IN w NDLORI \ 5 3/16" 21 = PAD BY G.C. SID •►•LK N 1 I / /, SLAB IN CENTER PATTERN IN TILED AREA • • . , , d e ` / ' I e d °6 a � ; • y FL DOWN TO FLOOR FLASH DOWN TO FLOOR WOOD THRESHOLD Et ALIGN TOP OF BOTH II l�� A SLAB IN MINIMUM OF 48" `• TAL THRESHOLD .. I MUM OF 48" AT 1:48 MAX_ SLOPE FLOORING MATERIALS DIVIDER STRIP „ 1/8 STAINLESS WITH TOP OF METAL TENANT BLACK N-ITE AT 1:48 MAX, SLOPE NOTE ADJUST SETTING BED UNDER EACH FLOOR MATERIAL AS REQUIRED TO A CHIEVE FLUSH TRANSITION „ 3/4" WOOD ��������� �� - _� -____ TILE TO RUN AS - . -. INDICATED NOTE - ADJUST SETTING EACH FLOOR MATERIAL TO ACHIEVE FLUSH D UNDER TO 5 -'E TILE NO GREATER 0 TO ADJACENT LANDLORD LOUNGE 22 FLOORING $ALES SALES A5 R 'UIRED TRANSITI -N 21 EXTERIOR STEEL METAL STRIP - NO •O h:*4 O *. * * *...*1 • LEASE LINE (VARIES) GROUT JOINT CERAMIC TILE DETAIL REFER 7 . ALK : ,' I �: I: RIN( �UFLOORIN LYWOOD I EXISTING MALL FLOORING TILE TO SIDEWALK TRANSITION - SCALE: 6" _ I - 0 1 tl 0----- - I\ ■ - - --- TRANSITION OF TENANT STOREFRONT TILE TO LANDLORD STOREFRONT TILE CERAMIC TILE FLOORING 20 G 1 F/ 3 3/4" WOOD FLOORING OVER 3/4" PLYWOOD " CERAMIC METAL FOR PATTERN FLASH DONN TO FLOOR SLAB AT MAX. 1:48 SLOPE G,G, TO ADJUST BED UNDER EACH MATERIAL TO ACHIEVE FLUSH TRANSITION TI . FLOORING THRESH �.• x cv a HOOD THRESHOLD 1 ) � _ ��� IMPORTANT NOTE: ALIGN TOP OF BOTH FLCORING OVER 3/4" UBFLODRING I S - \ m - SUBFLOORING FLOORING DIVIDER BUTT METAL VINYL FEATHER FLASH IN G.C. EACH FLUSH MATERIALS WITH TOP OF METAL STRIP B07H FLOOR FINISHES TIGHT TO 3/• - - _ �����II��_ 0 e - • -- -- �� •, ..• I � � ��a _ v m \ ��.�.��..., LANDLORD'S J n ��' v 4 1/4" SHIM v L� v SETTING FLOOR NOTE - IF EXISTI LANDLO F L OORING DOES NOT HAVE A TRANSITION STRIP AT EDGE PLACE TENANT FLOORING TRANSITION STRIP MAX. I FROM EDGE OF LANDLORD FLOORING AND SEAL �Z"�" \ • -_ --- FLOORING 4 1 STRIP - NO GROUT JOINT PL FLOORING- G.C. TO @ 1:48 MAX SLOPE SUP' TED AND INSTALLED ADJUST SETTING BED EACH FLOOR MATERIAL TO FLUSH TRANSITION. USE A SHIM UNDER THRESHOLD /4" SHIM OWNER G.C. TO UNDER ACHIEVE 1/8" TI-11C1-1 TO CREATE GAP WITH SILICONE SIMILAR TO DETAIL SHOWN. DONN TO FLOOR SLAB ...m.=•••••••--...••■•■•■••741 ...... � "' SUPPLIED AND INSTALLED BY OWNER UNDER G.C. TO ADJUST SETTING BED EACH MATERIAL TO ACHIEVE FLUSH TRANSITION. USE A 1/8" THICK SHIM UNDER THRESHOLD TO CREATE A 1:20 SLOPE �� . m rFLOOR _.� »- MINIMUM OF 6' - 0 ° TO ADJUST SETTING BED UNDER FLOOR MATERIAL. TO ACHIEVE kw....................... ��m� A 1:21 SLOPE TRANSITION THRESHOLD DETAIL SCALE: 6' = 1' -0 I CT FLOORING DETAIL NO SCALE TILE TO TILE TRANSITION SCALE: 6" = l' -0 J VINYL TO WOOD TRANSITION SCALE: 6" = 1' -0 GAB COLUMN TO PAINT i P - 4 TYP. FOR COLUMNS SIDE , ENCLOSURES RELIEVE METAL CORNER BEADS SPACKLE SAND TO " 3 i/4" 2 '' I - 7 15/16' yyy I f f f "� 3 I /ib 1 3/4" 11/2 7/8 MAKE SMOOTH (TYP.), NOTE - NO CORNER BEAD BELOW T- 0 °A.F.F. 3 TRIM AT CORNERS IN SALES AREAS. SEE M/Al2.3 - n-P. i/4 / 3/4 Y \ \ Aimi c N . \ s : r o: - ■ m _ � 3/4' = A FOR C 18 AND UNDER 2 "" T P. 1—_-7 _ _ 2 u OVER 18 " II 'X' I 5/8 TYPE X W. BD OVER METAL FRAMING. \ ®.� - / ==t- m METAL STUD CLIP FASTENERS, • .• . _ \ 11 ' 1 ASSEMBLY - 11 n � p-J TO COLUMN MALL STRUCTURAL � EFER TO ' CAULK ENDS WITH CLEAR \ v �� , � / / SILICONE (TYPICAL) 2 "x 16 GA,x 4' -0''H STAINLESS EEL CORNER GUARDS SUPPLIED OWNER INSTALLED BY GC. SCIBE TO VCT FLOORING WHICH NEEDS 70 RUN UNDERNEATH GUADS. ADHRE TO WALL WITH LIQUID NAILS. USE STRAPPING TO <0 / / / / / /' / / / / / / / / - . fll E PLAN' FOR : _ ■ - 1 /q CROWN #2 5.5" X 144" TYPICAL LOCKS CROWN MOULD 1 1 /8'' LL- \ \ HOLD IN PLACE UNTIL ADHESIVE SETS. CROWN TRIM CROWN AT LOUNGE FIELD DETERMINE, a NOTE - PROVIDE VERTICAL NON -COM BLOCKING EACH OF VIDEO MONITOR �1 // 2- PIECEHASSEMBLY 1 / j, STAINLESS STEEL CORNER GUARDS TYPICAL SUPPLIED BY OWNER INSTALLED BY GC. SEE DETAIL J /Al2,4. r 1 L L AYS 5 8 'X' W R / TYPE X G B u �^ l 1 —_ � L _=1 12 MINIMUM 12 NON -SALES COAT HOOK - LOCATED OWNER iiihm � CROWN #1 UPPER CROWN CORNICE 5 9/16" '� ' (1 ) FROM FLOOR SLAB TIGHT TO DECK ABOVE TO CREATE A I -HOUR FIRE RATED ENCLOSURE 1) CO 1 � r& � HOUR FIRE —RATED COLUMN - ', cv - , MONITOR s ,_ \ / m _ #2 PAINT P NOTE OMIT rig DETAIL— UL #X528 -2 \ �� f \ 22 SEE PLAN �, ' 1/4 °" �;' / 3/4" 3 I/16" 1 3/4" FOR MOUNTING 1/4 ° STEEL FRAME ROUTE BACK SIDE OF TRIM TO / ECEIVE -7 STRUCTURAL COLUMN MAY OCCUR. SEE FLOOR PLAN. VIDEO 1' -0-1/29-1. X 1' 4 °W. FINISH OPENING "LOUNGE 22" CENTER SALES AREA / BED MOULDING 3 3/16 TOE I / IMIEnIMI CROWN , , INTERIOR BASE TRIM z ¢ a CASHWRAP - P/Al2,3 5/8 D. OVER - -� I / / STRIP f BOOKCASE MOULD 1 I' 1 I _ 1 I I GYP. 3 5/6 MTL. FRAMING st. Q 0 .. n 0 1 \ � m f // ill , �� 0 ,I -S SEMBLY GWB COLUMN ENCLOSURES TO REGIEVE METAL CORNER ADS- SPACKLE Et SAND TO MAKE SMOOTH (P.) NOTE - NO CORNER BEAD BELOW 7'- 0 AFF. 3/4" TRIM \ CEILING 6 7 SLAT _ ' I - ` I ;.s1 Q / v1DEO MONITO AND FINISED TIM - BY ONER BAGS SERE RAME, ROUTE ECEIVE �� 3 „ TRIM AT CONERS IN SALES AEAS, 5EE M/Al2.3 E -- TRIM AT CORNERS - - � / 2 � 5/8 TYPE ' GYP. BD. OVER I AL � N \ m 3” TRIM 1 = METAL STUDS OR METAL CLIP FASTNERS, SECURE TO COLUMN MALL STRUCTURAL COLUMN - REFER TO 'CONSTRUCTION I - I FRAM .G. TO INSTALL BLOCKING A5 REQUIRED ON ALL ^ "^ DES OF I� X 7 1 /2" 3" I q n STORE FR ONT BASE 3 5/8" ,I, 3 / 8 " 5 3/8 u � 1 / 8 coLurirt OVERGMf -CAL FRAMING 15/8" 1 I/2" f f TRIM \ \ �� PLAN' FOR SHAPE r 1 " ��7 , cv L J , 1 4�VIkLI STATES:. r � r II`E � EDWARD CBOT SAI ASH1tG 01 ' it l �,t 1 7n \''_ r CROWN #1 LOWER CROWN ASSEMBLY CASING 6 l \ ,� INTERIOR BASE 3/4 TRIM J d h PAR TITION MAY OCCUR. SEE \ PLAN FOR CONDITIONS - \ \ \ 7/16 1 /I6" 3/8" 1 13/16" 7/16° INTERIOR BASE TRIM 3/4° 2 3/4" -ir II ° PLAN ALL INTERIOR WOOD FINISHES SIMILAR, SEE ELEVATIONS INTERIOR EL - SCRIBE TO FLOOR ELEVATION - ► m, ,�_ _j _ �' L_^ L 1» 1/2" =1' -0" fi \ .�' .�' `-7/16° , 23/4 n \ L I lk 'X' — — - q 3 1/2 �, �= (2) l AVER 5/8" TYPE GWB FROM FLOOR SLAB 12" MINIMUM TIGHT TO DECK ABOVE TO / / SALES . r r , L OCKER RM. MIRROR TRIM VERTICAL MULLION PROFILE SALES TO NON -SALES 1 3 /4 „ CREATE A 2 -HOUR FIRE RATED ENCLOSURE (2) HOUR FIRE —RATED COLUMN 0 ELEVATION SECTION DOOR LOOSE TRIM 1.75" X 144" BAND BOARD TRIM 11060390603 DETAIL— UL #X528 RECEIVED C ITY OF TUKWILA SHEET ' ` 1 2 ■ 3 RATED ENCLOSURE DETAILS SCALE: 3= 1 0 M INTERIOR COLUMN /PIER DETAIL SCA AS NOTED N TOUCH TUNES KIOSK DETAILS SCALE: 1' 1 -0 ° TRIM PROFILES OCT 2007 ° PERMIT CENTER - SCALE: b_ I 1 -0 G.C. TO ELIMINATE TOP SHELF IF CODE REQUIRES ADDITIONAL CLEARANCE TO CLG. (NO CHANGE TO STANDARDS OR OTHER SHELVING) TYPICAL. ' VARIES 40i, VARIES r VARIES VARIES k VARIES VARIES A] \ U) R FIN. CLG, z f (TYP OF 7) w a FIN. CLG. • z 77 �' (TYP OF 4) to w Q › FIN. CLG. z t cv FIN. CLG. • z E N (TYP OF 3) FIN. CLG. 4 0 (TYP OF 4) VARIES k (TYP OF s) co a ' FIN. CLG,Y FIN. CL.G.• NOTE: GC TO ADD MORE 51-IELVES IF SPACE ALLOWS - SPACED 1 -4" APART. MAINTAIN 24" MIN CLEAR FROM CEILING. Q ol p Q cv N t _ \ = z w o u cv 0 - �+ m p ! Q ° c . ■ b a FRP PANEL (TYP OF 2) 0 [v 1 = \ 7' -6" TYP. MOP RACK CO �,' o o H li Q _ a % w I— u \ \ \ TN 1 0 0 0 cv m \ 0 cv 0 p 0 N _i 0 - , - \ �' ►� - g 9 N '�— 0 - - o b iv \ 0 \ CUT TO LENGTH `�' RACK LINE OF FRP - BEYOND ; \ \ \ 1 NON- m SALES 1 =1v = ° ;:r '. \ / o , \ o GUT TO LENGTH 3 1 I — I— lil I O �� ";Kr i NON- SALES '. (17 o - b I ) NON- SALES - N. 1 NON- m SALES - — - �' 7 N MOP SINK MOP SINK \ TYP. WALL STANDARD WALL MOUNTED ''. „ WALL MOUNTED HANG BARS ADJACENT . MOP SINK CLOSET \- MOP SINK CLOSET MOP SINK CLOSET \ �.� A2 A3 PROCESSING DESK A A A A6 A7 MOUNTING SECTION STORAGE SHELVING HANGRODS TO DREAMSTEAMER SHELVING A� MANAGER'S SHIPMENT SHELVING SHELVING Ag A10 BRACKET AND HARDWARE STORAGE 1 80X - PROVIDED OWNER, INSTALLED BY G.G. O HARDWARE BIN, BAR FIT AND BOLTED TO SIDE OF SECTION) DESK NON -SALES SHELVING AND HANGBAR CODED NOTES NON -SALES SHELVING DETAILS FURRING AND WALL ' STANDARD II INSTALLATION DETAIL 5IN BREAK SHELVING AROUND BY AS REQUIR D; REFER TO CONSTR CONSTRUCTION P COMBO VARIES,. PEG -BOARD TO ALIGN PEG - BOARD CUT TO FRAMES (ONE ON EACH - BOTH ENDS OF RACK 1x4 GRADE "A" WOOD FURRING INSTALLED CONTINUOUSLY I BEHIND ALL WALL STANDARDS, REFER TO SHELVING SECTION DETAILS. 8' LONG HEAVY DUTY WALL STANDARD WI 1 H I SLOTS, 2" O,G. '`J GUT TO LENGTH AS NOTED. Q i6" DEEP x q6" L ONG WHITE PRE FINISHED SHELF, 14" HEAVY DUTY SHELF BRACKET WITH TWO(2) SHELF CLIPS p AND TWO(2) SHELF CLIP SCREWS PER CLIP 5 HANGROD BRACKET WITH SADDLE END, HANGROD, AND END GAPS. ° 5M METAL W/ FIN. CLG.Y �� s — LAMINATED SHELF PROVIDED 6T OWNER '� 6 OF STUD - 2 SHELF DEPTH VARIES - REFER TO SPECIFIC DETAIL w }- '' ■ \\ BOLT TOP AND BOTTOM OF CUT -OUT HANDLES _ I....... .....a Ca �� ` \\- SPACED THE WIDTH TO FASTEN EACH STUD USE 3 Ea/ALLY SCREWS (ACROSS WALL STANDARD T ' CLIP ALL OUTSIDE CORNERS OF THE FURRING) FURRING AT 1 x 4 FURRING a W GENERAL NOTES _� ��_ L - 3/4" LAMINATED SHELF SINK SCREWS FLUSH BUT NOT LOWER THE SURFACE OF FURRING. INSTALL WASHERS AT SCREWS WHERE FURRING UNUSUALLY SOFT 1 . WALL STANDARDS, BRACKETS, BRACKET CLIPS WITH SCREWS HANGBARS HANGBAR ENU - CAPS HANGBAR ADAPTER BRACKETS, PRE - FINISHED WOOD SHELVING AND BENCH - TOP PROVIDED BY OWNER, INSTALLED BY G.G. G.C. TO FURNISH ALL lx4 GRADE 'A' WOOD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS REQUIRED TO COMPLETE THE TOTAL INSTALLATION. 2. ALL EXPOSED EDGES OF WHITE PRE- FINISHED SHELF EDGES ARE TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED P- 7(RUEHL) P -2(A F KIDS), P - 4 3. ALL FIELD CUT WALL STANDARDS AND HANGBARS ARE TO HAVE GUT ENDS DEBURRED AND FILED SMOOTH. CUT HAN BA S ARE TO HA E HOE I CUT END TO G R R r V L DRILLED AT ALLOW FOR THE INSTALLATION OF THE END -CAP LOCK -IN SNAP BUTTON. 4. SHELF STANDARDS SHALL BE INSTALLED AT 24' O.G. MAX. WOOD EACH WITH A 6 SCREW CLIPS TO BOTH SHELF AND BRACKE WITH, THAN THE 15 USE # 14 FLATHEAD GREW 2 HOLE TWAT ;UN OF FURRING LONG IN ALIGNS (TYP. STANDARD) II CREWS PER FAGS OF WALL STANDARD `" ° HARDWARE BIN ; ,""f` E CAPITOL # 2051 BRACKET N/ (2) # 2 S CRE W -O S CLIPS FOR ALL NON -SALES �I '�� o ' m \ , 1 1 1 1 1 AR BI 1 1 1 1 I� — — — \ " \ m • :.,.�1 .... rp c'1 1 \ 1 \ , FRIDGE > 1 / ,.m .� & ■._ SHELVES (BRACKET CLIP BY oWNER) NOTE: J _ j am , \ 9 \ ° S " 1 6" / / 2' -O" 2' -0" / 21_O" / 21,0„ f 60 I x 4 FURRING - 1 / WALL STANDARDS / - - - J - " \ \ PAINT P A / .( • WALL MOUNTED \ REFRIGERATOR 4 MICROWAVE STACKED. REFER TO PLAN FOR TYPICAL STANDARD DIMENSIONS TYPICAL ROLLING RACK/ \ CUT -OUTS FOR PUSH PULL ACCESS SHELVES TO RUN CONTINUOUSLY ALONG WALLS AND AT INSIDE CORNERS. G.G. TO PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS, KEEPING SHELF TOPS FLUSH. ALL SEAMS ARE TO STOP AT A BRACKET. A11 Al2 A13 STORAGE SHELVING LOCATION FOR STOCK ROOM SHELVING PEG BOARD DETAIL D A STOCK ROOM SHELVING DETAILS J. , SCALE N.T,S. UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE BLUEPRINTS INTO THE PLAN TU3E POLDER. cn _ \ o m �` �\ = k. o \ \� G.G. TO THE CAP. u I/4 DIAMETER WIT H TOGGLE GYPSUM PAN HAD STRAP SCREWED METAL LOOSE PROVIDE / INSTALL HANDLE ON THE TOP GAP TO EASE THE REMOVING OF COORDINATE HANDLE SPEC WITH ONES CONSTRUCTION MANAER AL � THRU BOLT " ' / 3 I •- II3 TYP OF 2 ( ) �� �� 3S R v sl 333111 Jr ` ,wA \ i BOARD 4' -O ADITIONAL SLF SCREWS r0 SCURE R PLYWOOD TRIM 4 - SHELF ON BOTTOM ADDITIONAL SHELF TI(i I , 1 ' \ NOTE: TYPICALLY (2) 4' DESKS ONE DESK TO RECEIVE ADDITIONAL DESK TO A RUN. SHELF / r 1 ,y s D2 MANAGER'S DESK ' ' am ; ; -.. n = - • ,� � Jp, ,r 3 1' DIA. Di PROCESSING O L 2 TUBE STRAP (TYP OF 2) 2 x 4 PVC CAP -\ e �.. 1. n F x \ ! ' °��i Y � ^; - �; Fa ��y ": �� ° 6" DIA, TUBE I IiII 4511 „ PUNCH LIST 48 A.F.F 1/2 DIA. HOLE ,' v o IN BOTTOM GAP TUBE HOLDER I' F.1_, I l THRU TUBE ,_ LAEL E� SECTION \ � �, / - �� d ARCHITECT WILLIAM STA WASHINGTON prill$ . PERMIT , • ��� ON 1 F � I `� ; a 5 "' L GC. M T P US ROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: FOR 5' DIA TUBE: "THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT , L ° rr1 C3 � • _ ill= •w m EXTENT OF = WOOD HOLDER THE CONSENT OF THE STORE MANAGER." FOR 3" DIA TUBE: 'THIS TUBE CONTAINS PUNCH CONSENT AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER" \ s lLa 4 , _ OA f r ADDITIONAL SHELF CITY OF ' I rI(JI� PVC BOTTOM CAP GLUED IN PLACE, G.C. TO DRILL 1/2' PIA. HOLE IN CENTER OF NOTE: MAINTAIN 36" CLEAR FLOOR SPACE NOTE: TYPICALLY (2) 4' DESKS TO A RUN. OCT 2 5 ZOO7 DIRECTLY IN FRONT AND BEHIND PREP DESK ONE DESK TO RECEIVE ADDITIONAL SHELF CENTS D3 PREP DESK 80rrOM GAP NOTE. 1 11060390603 TUBE ELEVATION ENTIRE ASSEMBLY 15 CONSTRUCTED BY ENE NT CONTRACTOR IN I PL4 SHEET ` .;. '- n II : 1 DRAWING TUBE DETAIL SCALE I° = 1'_0 „ \ NOT USED SCALE: STOCK ROOM DESK DETAILS SCALE 1/2" = 1' -0" 3/4" FULL 3/4" PLYWOOD (BACK) 3/4' PLYWOOD DIVIDERS t END PANELS PARTIAL 3/4" PLYWOOD (FRONT) 2 x 4 (TYP. EA. CORNER) PLAN VIEW EQUAL SPACES • (TYPI I AL) J .3/4" 43 I/2" II I I/2" 1 I/2" IA I� �� .401111 � ELEVATION HARDWARE BIN SCALE: NTS 5/16" STAINLESS STEEL \ TRANSITION STRIP. SCHLUTER - RENO -U OR APPROVED EQUAL. INSTALL PER MANUF. SPECIFICATIONS. VINYL TILE FLOORING SCALE: NONE CERAMIC TILE FLOORING MEMBRANE BOND COAT LATEX- PORTLAND CEMENT MORTAR BOND GOAT TILE TO VCT TRANSITION MOUNTING BELOW SHELVES: G.C. TO INSTALL 3/4 FURRING BEHIND STANDARD AND 3/4' BLOCKING BETWEEN STANDARD BEHIND ORGANIZER ADDITIONAL 3/4 BLOCKING 1 SCREWED TO FURRING @ 8 O.G. 3/4" FURRING SCREWED TO EVERY WALL STUD WIITH MIN. OF 2 SCREWS 16° END ELEVATION NOT USED MOUNTING FLUSH TO WALL: SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD FURRING OR WALL STUDS ALONG TOP AND MI DD OF UNIT ISOMETRIC VIEW NOTE: THIS UNIT 15 PROVIDED BY OWNER, G.C. TO PAINT OUTSIDE (P - AND INSTALL. G.0 TO ENSURE THAT STAINLESS STEEL WAINSCOT 15 INSTALLED BEHIND BIN. ISOMETRIC VIEW BAR BINS OTE: THIS UNIT IS PROVIDED BY OWNER, G.C. TO PAINT OUTSIDE (P -4) AND INSTALL. G.0 TO ENSURE THAT STAINLESS STEEL WAINSCOT 15 INSTALLED BEHIND BIN. DOOR THRESHOLD MAX. SLOPE FULL HEIGHT DIVIDER5 (TYP) G.C. NOTE: BACKSIDE OF BIN MUST BE SCREWED TO EACH AVAILABLE WALL STUD ALONG .� `. TOP EDGE OF UNIT (USE MIN. 2 1,0 ii411 SCREWS) BAR BIN SCALE: 314 = 1 -0 CORRIDOR / EXTERIOR DOOR JAMES 3/4" F.R.T. PLYWOOD - PAINT ( 7' -6" A.F.F. OR 8' -0" - SEE REFLECTED CEILING PLAN REFER TO FINISH PLAN DECK SECTION PAINT SCALE 3 = ILO , 7' -6' A.F.F. OR 8 - SEE REFLECTED CEILNC PLAN REFER TO FINISH PLAN NON - SALES SIDE DOOR JAMB —NOT TO EXCEED 1/2" FLOOR FINIS! SEE FINIS! PLAN THRESHOLD TO FIT CONTROL JOINT ADA THRESHOLD DETAIL BEAR HEADER ON DOUBLE STUD 3 -5/8" x 16GA, FRAMING AT EACH END. SECTION THRU DECK NOTE: THE FLOOR OF LANDING S1 -TALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DIX]R - WAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. PAINT SAND SMOOTH ALL EDGES (TYP) PAINT 1x4 WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF HALL 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) PAINT I P -4 II SECTION THROUGH HEADER AT DECK SAND SMOOTH ALL EDGES (TYP) A I" x 4' WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF WALL ii 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) BOX BEAM HEADER minl WITH B" X 16ga, STUDS AND 3 -5/8 X 16ga. TRACK TOP AND BOTTOM 5/8" GYPSUM BOARD - PAINT P -4 II 3 5/8" x 16 GA. METAL STUD @ 16" O.C. PARTITION - ALIGN STUDS DIRECTLY UNDER JOIST (TYP) CONTINUOUS 3 5/8 X 16ga. DEEP LEG TRACK - FASTEN TO EXISTING CONCRETE FLOORING WITH POWDER ACTUATED FASTENERS @ 4' -0 D.C. RECEPTACLE DETAIL SCALE: I = HOLLOW r 'DOOR SC — 5/8 ° GWB STUD FRA 3 5/8" M 2x F.R.T. FASTENER NOTE: G.C. TO PROVIDE B -LABEL DOORS t FRAMES AS REQUIRED IMPORTANT NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS ETAL STUDS WOOD BLOCKING FRAME AS NEEDED SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED DOOR JAMB DETAIL OMITTED CCTV ricNrTOR (•) ELEVATION MAINTAIN 5' -O' CLEAR TURNING RADIUS — OFFICE PLAN SCALE: N.T.S (4) CRATES CLIPBOARD HOLDER MONITOR FOR CPU PRINTER FILE CABINET FOR NIGH VO11r1E STORES FILE CABINETS HISTORY FILES 3) 3O x 36'1A1 x 42 GARCT 24' x 24' PLYWOOD BACKER BOARD FOR MOUNTING POWER SUPPLY BOX MOUNTED TO WALL ABOVE CEILING—, DUPLEX OUTLET FOR POWER SUPPLY I' CONDUIT ACTIVE FEEDS SUSPENDED CEILING VIDEO CABLES RUN TO DVR (OUTSIDE WALL) TO 2'X4' J -BOX . \ ELEVATION FACE OF WALL ELEVATION VINYL BASE MANAGER'S OFFICE DETAIL CAMERA FEEDS COLLECTED INTO 2' CONDUIT G.C. TO REFER TO PLAN FOR LOCATION OF SAFE ! THEN BOLT SAFE TO FLOOR NOTE. SEE 'CONSTRUCTION' PLAN FOR ACTUAL OFFICE PLAN CONFIGURATION 8'Xa'J- 50X FOR CCTV CAMERAS (ABOVE CEILING) TO COLLECT ALL CAMERA CABLES (I) 2 X 4' - 1 - BOX FOR CAMERA FEEDS TO RUN INTO DVR QUAD J -BOX WITH COVER PLATE FOR COMPUTER TERMINAL DATA CABLES \ QUAD RECEPTACLES W/ DEDICATED CIRCUIT FOR COMPUTER TERMINAL \ DUPLEX J -BOX WITH COVER PLATE FOR FUTURE USE TELEPHONE MD DATA OUTLET \ QUAD RECEPTACLE FOR CCTV 14/DEDICATED, I.G. CIRCUIT, LOCKED -ON AND TERMINATED IN A SPLFT -CORE SENSING CIRCUIT BREAKER DMA CABLE FOR DVR TO RUN TO NETWORK CABINET, INSTALLED 5Y GROSSCOM OR CONTINGENT 7087 R. moil EC`s' 11060390603 SHEET J ISOMETRIC SECTION THROUGH DECK LAY -IN CEILING REMOVED FOR CLARITY LINE OF LAY -IN CEILING SEE PLAN 5' -0 TO TYPICAL DECK PLAN FRONT ELEVATION 51� E 4' -3 I/2" 4' -3 1/2' 2 x 4 WOOD STUDS (16" O.G. MAX.) WITH 1 x 2 x 20GA. WELDED WIRE SECURED TO OUT SIDE OF STUDS (F.R.T. WOOD A5 REQUIRED) 2 x 4 WOOD STUD 'DOOR STOP' AT HEAD (F.R.T. WOOD AS REQUIRED) LINE OF LAY -IN CEILING 2 x 4 WOOD STUD 'DOOR STOP' AT HEAD (F.R.T. WOOD AS REQUIRED) (1) SET OF HINGES PER DOOR, TOTAL OF (2) SETS HASP LATCH NOTE: ALL FRAMING FOR 'DECK BIN' TO BE PAINTED P -4 P. NI 3/4" FULL 3/4" PLYWOOD (BACK) 3/4' PLYWOOD DIVIDERS t END PANELS PARTIAL 3/4" PLYWOOD (FRONT) 2 x 4 (TYP. EA. CORNER) PLAN VIEW EQUAL SPACES • (TYPI I AL) J .3/4" 43 I/2" II I I/2" 1 I/2" IA I� �� .401111 � ELEVATION HARDWARE BIN SCALE: NTS 5/16" STAINLESS STEEL \ TRANSITION STRIP. SCHLUTER - RENO -U OR APPROVED EQUAL. INSTALL PER MANUF. SPECIFICATIONS. VINYL TILE FLOORING SCALE: NONE CERAMIC TILE FLOORING MEMBRANE BOND COAT LATEX- PORTLAND CEMENT MORTAR BOND GOAT TILE TO VCT TRANSITION MOUNTING BELOW SHELVES: G.C. TO INSTALL 3/4 FURRING BEHIND STANDARD AND 3/4' BLOCKING BETWEEN STANDARD BEHIND ORGANIZER ADDITIONAL 3/4 BLOCKING 1 SCREWED TO FURRING @ 8 O.G. 3/4" FURRING SCREWED TO EVERY WALL STUD WIITH MIN. OF 2 SCREWS 16° END ELEVATION NOT USED MOUNTING FLUSH TO WALL: SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD FURRING OR WALL STUDS ALONG TOP AND MI DD OF UNIT ISOMETRIC VIEW NOTE: THIS UNIT 15 PROVIDED BY OWNER, G.C. TO PAINT OUTSIDE (P - AND INSTALL. G.0 TO ENSURE THAT STAINLESS STEEL WAINSCOT 15 INSTALLED BEHIND BIN. ISOMETRIC VIEW BAR BINS OTE: THIS UNIT IS PROVIDED BY OWNER, G.C. TO PAINT OUTSIDE (P -4) AND INSTALL. G.0 TO ENSURE THAT STAINLESS STEEL WAINSCOT 15 INSTALLED BEHIND BIN. DOOR THRESHOLD MAX. SLOPE FULL HEIGHT DIVIDER5 (TYP) G.C. NOTE: BACKSIDE OF BIN MUST BE SCREWED TO EACH AVAILABLE WALL STUD ALONG .� `. TOP EDGE OF UNIT (USE MIN. 2 1,0 ii411 SCREWS) BAR BIN SCALE: 314 = 1 -0 CORRIDOR / EXTERIOR DOOR JAMES 3/4" F.R.T. PLYWOOD - PAINT ( 7' -6" A.F.F. OR 8' -0" - SEE REFLECTED CEILING PLAN REFER TO FINISH PLAN DECK SECTION PAINT SCALE 3 = ILO , 7' -6' A.F.F. OR 8 - SEE REFLECTED CEILNC PLAN REFER TO FINISH PLAN NON - SALES SIDE DOOR JAMB —NOT TO EXCEED 1/2" FLOOR FINIS! SEE FINIS! PLAN THRESHOLD TO FIT CONTROL JOINT ADA THRESHOLD DETAIL BEAR HEADER ON DOUBLE STUD 3 -5/8" x 16GA, FRAMING AT EACH END. SECTION THRU DECK NOTE: THE FLOOR OF LANDING S1 -TALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DIX]R - WAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. PAINT SAND SMOOTH ALL EDGES (TYP) PAINT 1x4 WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF HALL 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) PAINT I P -4 II SECTION THROUGH HEADER AT DECK SAND SMOOTH ALL EDGES (TYP) A I" x 4' WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF WALL ii 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) BOX BEAM HEADER minl WITH B" X 16ga, STUDS AND 3 -5/8 X 16ga. TRACK TOP AND BOTTOM 5/8" GYPSUM BOARD - PAINT P -4 II 3 5/8" x 16 GA. METAL STUD @ 16" O.C. PARTITION - ALIGN STUDS DIRECTLY UNDER JOIST (TYP) CONTINUOUS 3 5/8 X 16ga. DEEP LEG TRACK - FASTEN TO EXISTING CONCRETE FLOORING WITH POWDER ACTUATED FASTENERS @ 4' -0 D.C. RECEPTACLE DETAIL SCALE: I = HOLLOW r 'DOOR SC — 5/8 ° GWB STUD FRA 3 5/8" M 2x F.R.T. FASTENER NOTE: G.C. TO PROVIDE B -LABEL DOORS t FRAMES AS REQUIRED IMPORTANT NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS ETAL STUDS WOOD BLOCKING FRAME AS NEEDED SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED DOOR JAMB DETAIL OMITTED CCTV ricNrTOR (•) ELEVATION MAINTAIN 5' -O' CLEAR TURNING RADIUS — OFFICE PLAN SCALE: N.T.S (4) CRATES CLIPBOARD HOLDER MONITOR FOR CPU PRINTER FILE CABINET FOR NIGH VO11r1E STORES FILE CABINETS HISTORY FILES 3) 3O x 36'1A1 x 42 GARCT 24' x 24' PLYWOOD BACKER BOARD FOR MOUNTING POWER SUPPLY BOX MOUNTED TO WALL ABOVE CEILING—, DUPLEX OUTLET FOR POWER SUPPLY I' CONDUIT ACTIVE FEEDS SUSPENDED CEILING VIDEO CABLES RUN TO DVR (OUTSIDE WALL) TO 2'X4' J -BOX . \ ELEVATION FACE OF WALL ELEVATION VINYL BASE MANAGER'S OFFICE DETAIL CAMERA FEEDS COLLECTED INTO 2' CONDUIT G.C. TO REFER TO PLAN FOR LOCATION OF SAFE ! THEN BOLT SAFE TO FLOOR NOTE. SEE 'CONSTRUCTION' PLAN FOR ACTUAL OFFICE PLAN CONFIGURATION 8'Xa'J- 50X FOR CCTV CAMERAS (ABOVE CEILING) TO COLLECT ALL CAMERA CABLES (I) 2 X 4' - 1 - BOX FOR CAMERA FEEDS TO RUN INTO DVR QUAD J -BOX WITH COVER PLATE FOR COMPUTER TERMINAL DATA CABLES \ QUAD RECEPTACLES W/ DEDICATED CIRCUIT FOR COMPUTER TERMINAL \ DUPLEX J -BOX WITH COVER PLATE FOR FUTURE USE TELEPHONE MD DATA OUTLET \ QUAD RECEPTACLE FOR CCTV 14/DEDICATED, I.G. CIRCUIT, LOCKED -ON AND TERMINATED IN A SPLFT -CORE SENSING CIRCUIT BREAKER DMA CABLE FOR DVR TO RUN TO NETWORK CABINET, INSTALLED 5Y GROSSCOM OR CONTINGENT 7087 R. moil EC`s' 11060390603 SHEET J ISOMETRIC SECTION THROUGH DECK LAY -IN CEILING REMOVED FOR CLARITY LINE OF LAY -IN CEILING SEE PLAN 5' -0 TO TYPICAL DECK PLAN FRONT ELEVATION 51� E 4' -3 I/2" 4' -3 1/2' 2 x 4 WOOD STUDS (16" O.G. MAX.) WITH 1 x 2 x 20GA. WELDED WIRE SECURED TO OUT SIDE OF STUDS (F.R.T. WOOD A5 REQUIRED) 2 x 4 WOOD STUD 'DOOR STOP' AT HEAD (F.R.T. WOOD AS REQUIRED) LINE OF LAY -IN CEILING 2 x 4 WOOD STUD 'DOOR STOP' AT HEAD (F.R.T. WOOD AS REQUIRED) (1) SET OF HINGES PER DOOR, TOTAL OF (2) SETS HASP LATCH NOTE: ALL FRAMING FOR 'DECK BIN' TO BE PAINTED P -4 A < . D HOLLISTER Co. , •12. -� _ u PROVIDE ADDITIONAL VIDEO DISPLAY PROVIDE ADDITIONAL STUD AS REQ'D AT 350# MAX STUD AS REQ'D AT EDGES OF MDO EDGES OF MDO I 1 I 5/8' GYP BOARD I 5/8 MDO , (2) 3625162 -33 BOXED POST 3 2T12p (2) 33 , + n 'NU „0 -,Z 7 . 4'AI 5 ;! 1 I 1 I - I~ : r � • may--• .a,.. ��r .:,. _. F1 /I STUD ALL TYP - , . 3 — 1 i iI 11 — . VIDEO WALL SUPPORT PLAN SCALE: 1' = 1' -0 I NOT USED ' 362T125 -33 MIN (2) #8 SCREWS EA SIDE OF TYP 9 PANEL- D SCREEN C SUPPLIED ASSEMBLY AND INSTALLED BY OWNER E \ �` _ _ _� �� r ■ — POST 7' -O" A.F.F. �- REVISION DIRECTIVE KEY S.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE - //.- — . Q + /! Z - \ + + — :+ - ++ r , /' ' N. -- BOXED BEAM BEYOND 60X POST SEE PLAN - 3" IS GA STRAPPING - 7 A.F,F. i■ $ CONT 362T125 -68 _ 1 �,.- i :SNOISIAMI _ ._�.. I� � ___.. -_. �_ -- ��� .� • CONT (2) 10005162 -54 BOXED BEAM W/ 362T125 -68 TRACKS TOP AND BOTTOM �1 - 1 INSTALL DUPLEX RECEPTACLE FOR VIDEO SCREENS. - - - - INSTALL LOW - VOLTAGE DUPLEX WORK WITH BLANK BOX COVER _ 3 EQ. Q . r — INSTALL 5/8" MDO (INSTALL W/ LONGSEAM HORIZONTALLY) CONNECT' MDO TO STUDS WITH #12 SCREWS AT 6" O.C. SUPPLIED BY OWNER, I INSTALLED BY G.C. r -' ISSUE DATE: 9 -6 -07 PERMIT DATE: 9 -6 -07 I LANDLORD DATE:9 -6 -07 I BID DATE: 11 -12 -07 1 . i (14) #10 SCREWS MIN TOP POT TYP TO STUDS SIMPSON STRONG TIE /'S /HTT14" TENSION TIE OR APPROVED SUBSTITUTION 5 pIN (14 #10 SCREWS TO I CENTER RECEPTACLES i AND II L -J J -BOX AT 6' WALL BEHIND -10" A.F.F. ON CABINET U --- _ - -... 3625162 -33 AT 16" O.C. MAX STUD WALL CONT 362T125 -68 W/ PAF TO FLOOR SLAB • . 0 CENTERLINE VIDEO FRAME _ - -' ___.._ T - _�. _.__ VIDEO DISPLAY 350# MAX MOUNT PER MANUF ! INSTALLATION INSTRUCTIONS PROVIDE 5/8" GYPSUM BOARD OVER MDO PANEL AND ADJACENT DRYWALL BETWEEN CABINETRY EXISTING CONCRETE SLAP -_ j .. CONSTRUCTION DETAILS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 V3M DIHO _ •- •..._ -.. -- -• -- -- - -- - - -- - - - -- 14 1/4 MIN. DUPLEX RECEPTACLE AT 14" A.F.F. . k ai J '' ,�, VIDEO WALL ELEVATION SCALE: 3 - 1' - 0 ° DRAWN: DNS \., • , 2' - 0' MIN. 5/8" DIA HILTI K53 EXPANSION ANCHOR WITH Iht i a r , L / 3" EMBEDMENT 3' -0" LOUDSPEAKER, REFER TO AUDIO PLAN 4 DETAILS FOR ADDITIONAL INFORMATION FIRM: A&A G.C. TO REMOVE 36" WIDE PORTION OF PLATFORM ON TOP OF CABINET AS SHOWN FOR INSTALLATION OF LOUDSPEAKER 4 VIDEO RECEIVER 'C2' ? �, y�. '..- 'I& (- ----- - �v -' VIDEO WALL SECTION SCALE: 11/2 - = =1' - 0' =, VIDEO WALL FRAMING SECTION SCALE: 1 1/2' = I'--0' CABINET g � '�' , ,, I.: CABINET CROWN k ' 3 5 /8'x1 5/8 "x14 GA METAL TRACK "x18 10" r ° ` IP.--.1) wl :aNOSfl 3 GA x 0-4' STRAP W/ (4) #10 SCREWS t r 7' -0' A.F.F. I I I i _ la • '-, �= „=Mu— I SCALE:As NOTED . "1 I- 1'. imma,' - ^N- .,�a, in =A 11102.....e, 1 1 1 -68) ��� a�I WALL ASSEMBLY �• " 'II 1(362T162 5/8 "x16 GA METAL STUDS (10005162 -54) SHUTTER RECEPTACLE FOR FANS I" FLEXIBLE CONDUIT FROM RECEIVER TO J -PDX LOCATED IN WALL BEHIND VIDEO WALL 3 5 /8 "xl 5/8 "x18 GA METAL 7087 STA REGSTBRED ARCHITECT MUM 1 • ■ ' d ABBOT OF'.' A1-11 .GTON j ' r/ ��\ }`� ��� 1� (1) #10 TEK SCREWS IN EA , 1 TRACK (362T162 -33) i r 3 5 /8 "x1 5/8 "x18 GA METAL STUDS (3625162 -33) 1 (1) #10 TEK SCREW IN EA BOXED HEADER SEE PLAN SIMPSON #10 SCREWS LEG AT 12" O.C. MAX, TYP. #10 TEK SCREWS @ 2" O.G. 1 FOR 16" EA END THEN 12" I O.C, THEREAFTER I.G. RECEPTACLE FOR VIDEO RECEIVER. VIDEO RECEIVER PLACED ON TOP OF CABINI =T RECEIVED i �JI' L30 W/ (2) EW EA LEG BOXED POST, SEE PLAN LEG AT 16" O.C. MAX, TYP 3 5 /8"x1 5/8 "x14 GA METAL TRACK 3 5/8 5 /8'x18 GA METAL (362TI62 -68) TRACK (362T162 -33) SINGLE GANG J -BOX FOR VIDEO CABLE TO RECEIVER INET G.C. CITY OF TUKWILA OCT 2007 10 BOX BEAN HEADER DETAIL TYPICAL POST DETAIL FOR AUDIO PLAN 4 DETAILS FOR ADDITIONAL INFORMATION PERMIT CENTER 11060390603 Ilk SHEET . 1= VIDEO WALL INSTALLATION DETAIL SCALE: 3 = I' -0 I VIDEO WALL INSTALLATION DETAIL SCALE: 3' - • I' -0' fl• CABINET CUT-OUT PLAN DETAIL SCALE: 3 = l' -0 NOT USED � .: ; _ , ;: \. • • • •- .... -. .�• i�: : ......... 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE CALIFORNIA EXCEPTION: FROM APPROACHING PEDESTRIAN WAYS. LAVATORY DOOR SYMBOL SIGNS ARE TO TI-IE RIGHT OF THE DOOR IN CALIFORNIA. 2, ALL REQUIRED DOORWAYS SI -IALL BE 3'-0' x 7 C - OF SYMBOL HOLLISTER Co. 3. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING WARDW, 4. WAND ACTIVATED DOOR OPENING HARDWARE SHALL 6E CENTERED AT 44" ABOVE THE FLOOR. 5. FINISED FLOOR OR LANDING SALL BE NOT MORE TAN 1/2" FROM TE TESHOLD OF THE DOO- WAY WITH A SLOPE NO GREATER THAN 1:2. _ N IVI „09 {,z 'N114 „09 -, 'N11.4 „09 cv L N N 6, MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 -1/2 LBS. FOR EXTERIOR UNISEX MEN WOMEN WOMEN __ . DOORS, AND 5 LBS. FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED MAX. EFFORT MAY BE INCREASED TO 17 LBS. TEXAS STORES, THIS NOTE SHOULD NOTE: MEN (FOR I LAVATORY DOOR SYMBOL SNAR BE WHITE LETTERS WITH . READ MAX EFFORT TO OPERATE ALL INTERIOR DOORS SHALL NOT EXCEED 5 LBS. ) BLUE BACKROUND UNLESS REQUIREE D OTHERWISE. 2. ALL SIGNAGE TO BE 1/4" THICK' 7. FLOORS TO BE SLIP- RESISTANT. LAVATORY DOOR SYMBOL BRAILLE 'BRAILLE MOUNTED AT LAVATORY S. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS DOOR SYMBOL DETAILS THAN 3' -0" NOR MORE THAN 4' -0" ABOVE THE FLOOR OR WORKING PLATFORM. TEXAS EXCEPTION: Q OF SYMBOL 9- GRAB BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND LAVATORY DOOR SYMBOL SIGNS ARE ON THE 250 LBS. POINT LOAD BEARING SHEAR AND TORSION. STRIKE SIDE OF TI DOOR IN TEXAS. 10, WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE APPROACH SIDE OF s" ON a' ON 4 CVO ® NIW „09 N C NIW x,09 err,_ � 0 TOILET (EXCEPT TANK TYPE) THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBS. STRIKE SIDE A = \ STRIKE 51DE ©.� 1 CL OF SYMBOL 11. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 15" MIN. FROM SIDENALL WITH RIM OF COUNTER NO HIGHER THAN 34' FROM FINISH FLOOR. 12. FAUCET CONTROLS AND OPERATING MECHANISM (QPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING n & ii 09 1109 UNISEX MEN WOMEN NOTE: SHALL BE WHITE REQUIRED THICK SYMBOL OTHERWISE. I. TOILET ROOM DOOR SYMBOL OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LB5. " UNISEX MEN WOMEN WITH BLUE BACKROUND UNLESS SIGNAGE 2. ALL TO BE 1/4" NO 13. SELF CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. I. LAVATORY DOOR SYMBOL SHALL BE WHITE LETTERS WITH BLUE LAVATORY DOOR BACKROUND UNLESS REQUIRED OTHERWISE. 14. WATER COOLER SHALL CONFORM TO REQUIREMENTS OF THE ADA ACT 1992 ( FOR 2. ALL TO 1/4 ° THICK tl BARS MOUNTED TOILET 33" l IID SIGN H CALIFORNIA STORES THIS NOTE SHALL READ.... WATER COOLER SHALL CONFORM 5. ADE E 2 B SIGN WITH RAISED LETTERS (1 , ACCOMPANIED 6Y STORES, GRADE 2 BRAILRE IN COMPLIANCE WITH ADA AND ANSI A 117.1 TO REQUIREMENTS OF THE CALIFORNIA BUILDING AND PLUMBING CODE SECT. STANDARDS. 11176,1 AND CPC SECT, 1507.3) LAVATORY DOOR SYMBOL 15. HOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED OR. OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. I. METAL PARTITIONS (IF APPLICABLE), PILASTERS, DOORS AND ALL NECESSARY 1 1/2 BAR HARDWARE AND MOUNTING ACCESSORIES FOR COMPLETE INSTALLATION, 1 1/2 CLEAR FURNISHED AND INSTALLED BY GC. PROVIDE NORMANDY FLOOR MOUNTED STYLE FROM HALL SANYMETAL, PHONE (0) 678 -270 , WITH #99 WHITE AS MANUFACTURED BY L 6 6 0 . ` GRAB REVISION DIRECTIVE KEY B.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.G.— GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE AT TOILET ONE AT FRONT LONG LOCATED BOTH MOUNTED SEAT COMPARTMENT- SIDE 42' LONG OF TOILET. ANOTHER ABOVE AT - ,:. : �� �:Z,. .,ov. = ..,p: q,,*, -n . :Ja•.t .���•�_.. : : :.. : :..::. ,.. • .- -... - '}' BAKED ENAMEL FINISH 3'x6" 6° EDGE 1454639 (TYP. AT TOP ROW). "GREEN- i 1 MOISTURE RESISTANT BOARD" LAID HORIZONTALLY 7 AROUND PERIMETER OF TOILET ROOMS AND JANITOR'S CLOSET / BATHROOM WAINSCOTTING -CERAMIC SUBWAY TILE: 3"x6° CERAMIC SUBWAY :SNOISIA3N TILES, ' #190 PLANER SUBWAY TILE'. 1 ■ GROUT: 5QSTIK STANDARD SERIES Quantity Item Descriptiarl 42' X 1 1/2" PIA. GRAB BAR EXPOSED MOUNTING , Catalog Number HOBRICK 6 6 BY G.C. , 'HYDROMENT' VINYL TILE FLOORING DRY TILE GROUT �� ■ 1 goo 0 (UNSANDED), COLOR 'WHITE' #14152 OR iii =' I PER EA L AVATORY I CERAMIC TILE COVE WAINSCOT / EQUAL, (ALL GROUT JOINTS TO 8E 1/8 °). ____I � 11/2" X 3/8" WHITE MARBLE TNRI =SHOLD SUPPLIED AND INSTALLED 15Y G.G. ii -A11 1 ri�i ■ � , �, , � � ii� I PER EA. LAVATORY 36' X 11/2" DIA, GRAB 6AR EXPOSED MOUNTING BOBRICK, B -6 BY G.C. / MEMBRANE BOND COAT i / CERAMIC TILE FLOORING LATEX- PORTLAND DEMENT iiii' �, , , ��� % � _ L 11 1 � II CERAMIC TILE FLOORING LATEX - PORTLAND CEMENT 1/2° MORTAR BOND COAT 2x2 S TAINLESS STEEL CORNER GUARD. CU7 �� ===111•11 ===111•11 Iii■ TO FIT, FILE EDGES SMOOTH, INSTALL CUT mm it ■wa PER EA. LAVATORY p I 18 X 11/2 DIA. GRAB BAR, EXpOS1 D MOUNTING BOBRICK B -I BY G.C. (IF REQUIRED) EDGE DOWN. MOUNT BOTTOM AT TOP OF COVE iiii■ Iii■ � ■i •� ■ ■ BASE RADIUS (APPROX. 1/4' A.F.F,) AND RUN mmmme. ■ 1 PER EA. LAVATORY TOILET ROLL HOLDER 6Y OWNER ENTIRE HEIGHT TO TOP OF BULLNOSE EDGE, iii= , � ll Li MEMBRANE BOND COAT CONCRETE SLAB ' MORTAR BOND COAT ADHERE TO TILE WITH CLEAR SILICONE iii= ■',, 1==1 (TYP. 1� .� PER EA, LAVATORY I PER EA. LAVATORY 1 PER EA, LAVATORY L I PER EA. LAVATORY I PER EA. LAVATORY 1 PER EA. LAVATORY PAPER TOWEL DISPENSER IS" X 36" FRAMED T ILT - MIRROR a a 20 X CHANNEL FRAMED MIRROR/DOOR MIT SOAP DISPENSER FIRST AID KIT COAT HOOK BY OWNER B OBRICK 6 , BOBRICK B- , BY OWNER BY OWNER MCMASTER G BY G.G. ALL OUTSIDE CORNERS). rr „r. Am 4 4 d 4 a ° d #190 4x6 DOVE BASE TYP. AT BASE. ■ 0 d 4 • 4 e 4 ° n a °a 4 - q e ', 4 . . 0 0 4 e a = ��� ■-��; � , iii■ i_■ mii� ' • ■ii ■ 1 KEYSTON NI' ����,,,1,,, ��� ISSUE DATE: 9 -6 -07 I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 1 I BID DATE: 11 -12 -07 I TILE: DALTILE OSAICS� : -iii■ tI Iii ° ' UNGLAZED FLOOR TILE , COL CYPRE ����� 1 - i� P452' GROUT - BO TIK STANDARD SERIES ��7M./' 1v= EXISTING 0 4 NTPROMEN1 CERAMIC TILE GROUT -_n ,,, , � 1im1■► (SANDED), COLOR 'NATURAL' #14146. - , I I = = "-_ • === CUT AS REQUIRED TO ACHIEVE SLOPE TO FLOOR DRAIN EXISTING CONCRETE SLAB - GUT AS REQUIRED TO ACHIEVE SLOPE TO FLOOR DRAIN 1MMI _ `" _ - #190 4X6 COVE ANGLE TYP. AT OUTSIDE `�""'•�`� CORNERS. (SPECIFY LEFT OR RIGHT AS REOUIREp) 2 PER STORE 36 MOP RACK BY OWNER 1 PER STORE 36 MOP SINK HOSE HOLDER BY OWNER I PER EA. LAVATORY 1 -1/2" MARBLE THRESHOLDS BY G.G. T:23 i @ TILE THRESHOLD DETAIL SCALE n s T' -O' WATERPROOF MI SC ALE i ' = Il -Da BRANE z U th cz o F cz ,NV '1 Q31Q314321, 01 N2.4321 " � _ A 3 °x6 BULLNOSE TILE In...._ -i 8' -8' (TYP.) CONSTRUCTION DETAILS HOLLISTER Co. 0603 SOUTHCENTER MALL 633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 vsm :)HO 18'x36' TILT FRAME MIRROR REFER 70 A2.1 OR A2.2 T -2' 1 5F--12 iiiiiiiiiii■i.I . TOWEL DISPENSER WATER COOLER NOTE: G YPSUM PAINT F.R.P. CONTINUOUS EDGE VERTICAL BUTT , d (LI - :G) 'du t3G I lm £z " ii.. * - ....■■iii�i ..11.==========. iiiii..11.==========. rp- TYP. OUTLET LOCAION T SOAP DISPENSER z E . 1.============. FIRST AID KIT 1 I /2 '�, 18 ' LONG 5I DE BAR WITH I I/2' CLEARANCE ( wHER6 REQUIRED 6Y CQQE). ° 1 I/2 ¢, 42 LONG SIp ■ ►iiiirliiiiA .� Iii► iiiiiiiiiiiii ► iiiiiiii■7I�IIFELIB =M1 I�1�iiiiiiii■ O / ' . . -�■ BOARD - iiiiir,,. ∎___._� iiii - - / r .• ■ .. i ^• �IMUM iii - ii i i il��� y, riiiii■ '��•�� ►��. 1. / - iirliMIr,.2„iiiiii a ■ppi MOM r Ii i. ■►�i IF THE WATER COOLER 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I' 0" AROUND THE FOUNTAIN CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. BUBBLER 15 TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. WATER COOLERS ARE TO BE LOCATED WITHIN ALCOVES SO AS NOT TO BE IN THE CORRIDOR WALK. COOLERS MUST BE APPROACHED FROM THE FRONT. . WATER COOLER SHALL CONFOM TO REQUIREMENTS OF THE AMERICAN DISABILITIES ACT - 1992. F' -4 • iiil =l 11•111M1•111.. 2' - 0' 101 I ir■ .4eEEiiiii• mmii�1�6�MMMMii ilE ►� �`i ` ■ter o a r ,L o m _I-MOLD TRIM ACROSS TOP AND ANY EXPOSED EDGES iii= 1=12::lriii■C�!11 11 ■ ■� ■ ■it I 1■ Il ■iiii.�■ r Ii i■ DRAWN: DMB iirli■Ire. iii�� BAR WITH 1 v2' CLEARANCE. o 1 I/2 ,p , 36 LONG REAR BAR WITH 11/ \ in \ t\ o iiitu�r a■■1� ■iiU U• s -- ' - - - = �. t w iq a Z ° Sl ___IIG 7 �--' �1 "Y' °y �� ii ■ ■i ∎i■u■ ■ =� I1a - r iiirl- 1_ lea r � ��y! re.� Li�iii �� CI_ _:(L& '- , 3 ∎ te 0 0 iiil iii■iINNI■■■■� moni I ■� ■ii ► \ \i ► � +iiiiiiiLr�l�_i���i� ■1■rr■iiiiiiil�� = E m ■���i - -__ ? z E ■iiiiiir - rI FARANCE- 11■r��iiiii■Ii. Iii _ii 9E„££ v�l ,======== ..•.====.1m. mi■ 1ii■ I ii. I fl1 I ■Iii i ,....�ww,� 1 1 HATCHING INDICATES IN -WALL BLOCKING FOR GRAB BAR SUPPORT (CODE APPROVI b). III Iii .mm - lu m=m x, - ■i 1=1 Iliiii ril =r _i■ Iii• -JOINT \ 111 � � J 0- r ii iiirii ■Ii. Iii ■ii � � i 7 = = ' 1 um F.D. -- =====•1••111111111111M1= ■MM=MMMIEM �� ■I�-�� MMMEIMIMIuE��� ��M'�"1,� . NILE n g1 , m il 1 SM -. \ El TOILET ROLL HOLDER ' 6 34 I/2 M IN 1 -3 2 BRUSHED 1-1,4){ Lii m 03 m 1 - 1 - G.C. TO PROVIDE AND INSTALL F.R.P. WAINSCOT 48" HIGH AT DRINKING FOUNTAIN SURROUND. . 4' -2" A.F.F. FIRM: A &A 4'x6' COVE BASE STAINLESS STEEL CORNER GUARD. - > � #$ WITH WITH WASHER EACH FURRING STUD SHEET BASE; X 1 1/4" O\ INT EGRAL SELF D I =GRA ZINC METAL (TYi /FURRINL) I n9 o n 0f —,Z p F , ° o , (F• 1 MT•I � I - /L "t -.. � 1 ��.; ' , ,r _,,. ( !'' 0) ;• ELE � r ; a o 1 'w•1 : J N oS0 _ [x --. z m m � o iy I- u 1 jo„ U-�pR � .-, aas ., m � � _1 m O 0 I VS -1 ! r. U N -.441011 U Ili J :RE F.D. I \ -, METAL PANELS TO BE NSTALLED PRIOR TO I 1 INS TALL PANELS WITH CONSTRUCTION ADHESIVE l SCALE:AS NOTED -r---,' -C ------ --] = �`N. ��.� WAINSCOTTING DETAIL SG AL /2a 1 ' -O ' F m \ - 1' -4" ' -5 5/8" 1' -4" CAULK ENDS WITH CLEAR SILICONE N _ ° 1 1111 .111,1 0 m (TYP) FRP 1 i � x -, z .� "p 2" 2 TO �- 2" A F . F . � ARCHITECT 1 . l +` ,1 AST 4 1l�TON` 1 r .. NON -SALES AEA CONER GUADS- 2 "x 2 'x 18 GA.x 4' -2 LONG BRUSH1 =P 's 1 v STAINLESS STEEL CORNER GUARD ANGLE PROVIDED BY OWNER, INSTALLED 6Y G.C. MOUNT BOTTO O ON FINISHED FLOOR AND BUTT VIN BASE TO EDGES- SEE DETAIL 14/12.5) ADHERE TO WALL WITH CLEAR SILICON. SEE SEE 'CONSTRUCTION PLAN' FOR r+ LOCATIONS- (PART #XXX) �+ 50" MIN. r T I -9' RECEIVED CITY OF TUKWILA OCT 2 5 2001 ADA APPROVED HI /LO / GYP. BOARD CLG. AND WALLS (INSTALLATION CLEARANCE) WATER COOLER ILLUSTRATION: :.........:....:. .....:........... .:........:: 11060390603 7.-0' 4 7/x' PERMIT CENTER SHEET GYP. P. - PAINT P -4 - A l207 . \ - . WATER COOLER DETAILS SCALE N.T.S. r� ` " ,-. ® NON-SALES CORNER GUARD SCALE N.T.S. ;� LAVATORY DETAILS SCALE N.T.S. GENERAL STRUCTURAL NOTES F/M ■MM ' f. CO 0 CO 1. GOVERNING CODE: IBC 2003 (WITH LOCAL AMENDMENTS) 2. LOADS: A. LIVE LOAD PLATFORM — 125 PSF B. WIND: DESIGN WIND PRESSURE — 5 PSF (INTERIOR EXPOSURE) C. SEISMIC: SEE S1.1 PLATFORM FRAMING PLAN 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FINAL DETAILING AND FABRICATION. IF ANY EXIST. CONDITION IS NOT AS SHOWN, CONTACT A/E BEFORE PROCEEDING WITH WORK. 4, EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION. NOTIFY STRUCTURAL ENGINEER IF ANY STRUCTURAL MEMBERS ARE FOUND TO BE DAMAGED IN ANY WAY BEFORE PROCEEDING WITH ANY WORK ON DAMAGED MEMBER. 5. CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED TO INSTALL NEW WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. 6. CONTRACTOR SHALL CONFORM TO ALL MALL—TENANT IMPROVEMENT REQUIREMENTS AND ALL MALL LANDLORD HANDBOOK CRITERIA 7. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT MTh THE GENERAL STRUCTURAL NOTES, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 9. SPECIAL INSPECTIONS SERVICES SHALL BE PROVIDED BY AN AGENCY QUALIFIED TO PERFORM INSPECTIONS IN THE STATE WHERE CONSTRUCTION IS TO OCCUR. FINAL INSPECTIONS REPORT SHALL BE FORWARDED TO THE A/E FOR REVIEW AND RECORD 5. REPLACE ALL FIREPROOFING REMOVED FOR INSTALLATION OF NEW WORK TO MATCH EXISTING. I r 362S162-43 AT 16" O.C., TYP. U.N.O. ALIGNED UNDER JOIST. 8. 11. 1 L. J rJ COLD—FORMED LIGHT GAGE STEEL FRAMING 1. SPECIFICATIONS: DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY LATEST REVISION OF THE AISI "SPECIFICATION OF THE DESIGN OF COLD— FORMED STEEL STRUCTURAL MEMBERS". 2. STRUCTURAL STUDS, JOISTS, BRIDGING AND ACCESSORIES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI FOR 16 GAGE AND THICKER MATERIALS, AND 33,000 PSI FOR MATERIALS THINNER THAN 16 GAGE. 3. CONNECTIONS TO BE FIELD SCREWED WITH ro SCREWS MINIMUM. 4. ALL MATERIAL TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G- 60. TOUCH—UP FIELD WELDS WITH ZINC RICH PAINT. 5. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN SUCH A MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS, 6. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 7. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL UGHT GAGE FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND DESIGN FOR ALL WALL HUNG EQUIPMENT. PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MIN. 14 GAGE, BUT NOT LESS THAN GAGE OF SUPPORTED STUD) TO DEVELOP THE FULL CAPACITY OF THE MEMBERS, PROVIDE CLIPS, CONNECTIONS, STRAPPING FOR TEMPORARY LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. 9. PROVIDE AND COORDINATE VERTICAL SLIP CONNECTION TO STRUCTURAL STEEL MEMBERS WHERE REQUIRED. 10. WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENT TO CARRY THE WEIGHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER GAUGE STUDS, MULTIPLE STUDS, OR BOTH AS REQUIRED TO PROVIDE LATERAL SUPPORT FOR WINDOW AND DOOR OPENINGS. ALL HELD CUTTING SHALL BE PERFORMED WITH A SAW. 12, COLD—FORMED LIGHT GAUGE STEEL MEMBERS SHALL BE DESIGNATED USING INDUSTRY STANDARD DESIGNATION AS FOLLOWS: 362 S 162 - 33 DEPTH TO 2 DECIMAL PLACES (3 5/8" INDICATED) SHAPE OF MEMBER ("S" = C—STUD) THICKNESS IN MILS (20 GA. INDICATED) FLANGE WIDTH TO 2 DECIMAL PLACES (1 5/8" INDICATED) (2)110 SCREWS PER FLANGE OONT. 14 GA. TRACK B/JOIST "1.' SEE ARCH CONT. 362T125-68 TYP. TOP & BOT. OF WALL GM, SEE ARCH. PLATFORM BEARING WALL STUDS. PROVIDE CONT. STRAP BRIDGING ON ANY UNSHEATHED FLANGES AT 4Er 0.0. MAX. ALIGN BELOW JOISTS 3/4" APA RATED / SHEATHING LIGHT GAUGE JOISTS, SEE PLAN FOR SIZE & SPACING GWB, SEE ARCH. (2) 0.145 POWER ACTUATED FASTENERS AT 24- O.C. MAX EXIST. SLAB ON GRADE PLATFORM BEARING WALL 1" --- 1'—O" 6005162-43 AT 16" O.C. MAX MAX. SPAN T/WALL SEE CH. 3525'162-43 AT 16- O.C. ALIGN BELOW JOISTS WEB STIFFENER AT EA. JOIST OVER SUPPORT INTERMEDIATE BEARING WALL N.T.S. CONT. 14 GA. TRACK i! ) /JOIST SEE ARCH CONT. 3627125-68 TYP. TCP & BOT. OF WALL GM, SEE ARCH. PLATFORM BEARING WALL STUDS. PROVIDE CONT, STRAP BRIDGING ON ANY UNSHEATHED FLANGES AT 48 O.C. MAX ALIGN BELOW JOISTS 3/4" APA RATED SHEATHING LIGHT GAUGE JOISTS, SEE PLAN FOR SIZE & SPACING GWB, SEE ARCH. (2) 0.145 POWER ACTUATED FASTENERS AT 24" O.C. MAX EMT. SLAB ON GRADE PLATFORM EDGE 1" - 1'-O" r4 Li 4 r r " RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER Em pionia On Memnon. Al-Retail Engineering. Inc. 780 Eirooksedge Blvd. Westerville. Ohio 43081 PHONE 814.818.2323 FAX 814.818.2337 VAWIAI—CORPORMIONS.COM z 0_ 9 LU k5 Li s co 0 co co 00 0) z 0 1- z 0710115 SHEET STRUCTURAL NOTES: A. GENERAL 1 THE STRUCTURE 15 DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. 2. IT I5 SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. 6. EXISTING BUILDING: PROVIDE TEMPORY SUPPORTS AND OTHER MEASURES AS REQUIRED TO PREVENT DAMAGE TO THE EXISTING BUILDING DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS WHICH AFFECT THE NEW CONSTRUCTION. B. GOVERNING CODE: IBC 2003 WITH SEATTLE AMENDMENTS 1. ROOF LIVE LOADS A. MINIMUM ROOF LIVE LOAD = 20 psf. B. DESIGN ROOF UVE LOAD = 20 psf. C. DESIGN INTERIOR PORCH ROOF LIVE LOAD = 16 psf. 2. WIND LOADS A. WIND PRESSURE = 5 PSF (INTERIOR) 3. SEISMIC DESIGN DATA: A. SITE CLASS: D (ASSUMED) Ss = 1.429 51 = 0.489 Fa= 1.0 Fu =1.511 Sus = 1.429 Su+ = 0.739 DDS = 0.952 Dot = 0.493 B. SEISMIC USE GROUP: I C. SEISMIC DESIGN CATEGORY: D D. COMPONENT RESPONSE MODIFICATION FACTOR (Rp) = 2.5 (PORCH ROOF) = 2.5 (FACADE) = 6.0 (RTU) = 1.5 (SHALLOW ANCHORS) AMPLIFICATION FACTOR (ap) = 1.0 (PORCH ROOF) = 1.0 (FACADE) = 2.5 (RTU) = STEEL SPACE FRAME (PORCH ROOF) = ORDINARY MOMENT RESISTING FRAME (PORCH ROOF) E. IN STRUCTURE COMPONENT F. BASIC STRUCTURAL SYSTEM G. SEISMIC RESISTING SYSTEM C. REINFORCED CONCRETE 1. MATERIALS: A. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." B. STRUCTURAL CONCRETE CLASS LOCATION I. FOOTINGS, CAISSONS, & GRADE BEAMS C. D. IV. INTERIOR SLABS ON GRADE, AND ALL INTERIOR CONCRETE NOT OTHERWISE IDENTIFIED PIERS PLACED INTEGRALLY WITH WALLS, EXTERIOR CONCRETE (WITH AIR) NOT OTHERWISE IDENTIFIED BACK FILL BELOW FOOTINGS AND GRADE BEAMS 1500 ALL DEFORMED REINFORCING BARS: FY = 60,000, REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A165 -85. (SHEET FORM, NOT ROLLED) 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE AC1 FIELD REFERENCE MANUAL, SP -15, IN THE FIELD OFFICE AT ALL TIMES. 3. FOOTINGS: A. DOWELS IN FOOTINGS TO MATCH VERTICAL WALL REINFORCING. B. PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVER - EXCAVATION, SOFT SPOTS AND TRENCHES. 4000 5. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN. B. CONCRETE EXPOSED TO EARTH OR WEATHER: # BARS AND SMALLER 1 1/2 IN. OTHERS 2 IN. C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, AND #11 BARS AND SMALLER 1 IN. OTHERS 1 1/2 IN. FC,psi 3000 4. CONSTRUCTION JOINTS: A. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUCTURAL ENGINEER. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1 -1/2 INCHES DEEP X 1/3 MEMBER THICKNESS. D. STRUCTURAL STEEL 1. MATERIALS: A. STRUCTURAL STEEL ASTM A36, FY = 36 KSI: ASTM A572, FY = 50 KSI: STRUCTURAL PIPES: ASTM A53 OR A501, FY = 35 KSI MIN.: SQUARE & RECTANGULAR TUBING: ASTM A500, FY - 46 KSI: HIGH STRENGTH BOLTS: ASTM A325 OR A490: ANCHOR BOLTS: ASTM A307 OR A36: EXPANSION ANCHORS: HILTI "KWIK BOLT III's" (ICC -ESR NO. 1385), HILTI "KWIK--CON II" (ICC -ES NO. 5259) OR APPROVED EQUAL: ELECTRODES: SERIES E70. 2. SPECIFICATIONS: A. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS 01.1. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY: 1. AISC ASD SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (JUNE 1, 1989). 2. AISC CODE OF STANDARD PRACTICE (MARCH 7, 2000). 3. STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMERICAN WELDING SOCIETY. 4. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (JUNE 23, 2000). 3. CONNECTIONS: A. FOLLOW INSTRUCTIONS ON DRAWINGS FOR GENERAL ARRANGEMENT OR PARTICULAR DETAILS. FIELD CONNECTIONS NOT OTHERWISE NOTED TO BE BOLTED. SHOP CONNECTIONS NOT OTHERWISE NOTED TO BE WELDED OR BOLTED. CONNECTIONS TO BE DESIGNED BY THE FABRICATOR TO DEVELOP FULL STRENGTH OF MEMBER. 4. PAINT: A. ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED: ASPHALTIC PAINTS ARE NOT ACCEPTABLE. 5. GALVANIZING: A. ALL SHELF ANGLES, LINTELS IN EXTERIOR WALLS, AND ALL EXTERIOR STEEL EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. 6. MISCELLANEOUS: A. PROVIDE HOLES FOR OTHERS. IF OPENING IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, OBTAIN PRIOR APPROVAL B. STEEL SUPPORTING OR CONNECTED TO HVAC AND OTHER EQUIPMENT AND ROOF OPENINGS AS SHOWN ON THE DRAWINGS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL RECONCILE EXACT SIZE AND LOCATION BEFORE PROCEEDING WITH THEIR WORK. C. GROUT UNDER BEARING PLATES, BASE PLATES, AND SETTING PLATES TO BE NON- SHRINKING TYPE. D. STEEL BELOW GRADE TO BE PROTECTED BY A MINIMUM OF 3 INCHES OF CONCRETE. E. PROVIDE 1/4 INCH THICK SETTING PLATES FOR ALL BEAMS BEARING ON MASONRY WHICH DO NOT REQUIRE A BEARING PLATE. F. PROVIDE SHOP WELDED ANCHORS FOR ATTACHMENTS OF MASONRY. SPACING TO BE 16 INCHES ON COLUMNS AND BEAMS. G. PROVIDE HEAVY WASHERS AT ALL ANCHOR BOLTS. H. FINISH ENDS OF ALL COLUMNS, STIFFENERS, AND ALL OTHER MEMBERS IN DIRECT BEARING. I. PROVIDE BOLT HOLES FOR JOISTS BOLTED TO BEAMS AND ATTACHMENT FOR JOINING EXTENDED JOIST BOTTOM CHORDS. J. MINIMUM BEAM BEARING ON MASONRY = 8 INCHES UNLESS NOTED OTHERWISE. K. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS: 1/2 INCH DIAMETER BOLTS - -- 2 1/4 INCHES EMBEDMENT 5/8 INCH DIAMETER BOLTS - -- 2 3/4 INCHES EMBEDMENT E. DIMENSIONAL LUMBER 1. PROPERTIES: A.VISUALLY GRADED LUMBER SHALL HAVE THE FOLLOWING MIN. BASE DESIGN VALUES: 1. 850 PSI IN BENDING, Fb 2. 1350 PSI IN COMPRESSION PARALLEL WITH GRAIN Fc 3. 90 PSI IN HORIZONTAL SHEAR, Fv 4. E = 1,200,000 PSI 2. SPECIFICATIONS: A. DETAILS, FABRICATION SPECIFICATIONS FOR WOOD CONSTRUCTION (2005 ED.). 3. MOISTURE CONTENT: A. MAXIMUM FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 %. 4. MISCELANEOUS: A. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, 4000 NOTED OR APPROVED BY THE ENGINEER. B. ALL DIMENSIONAL LUMBER TO DIMENSIONAL LUMBER CONNECTIONS SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR APPROVED EQUAL. F. LIGHTGAGE METAL FRAMING 1. MATERIALS: A. STUDS AND TRACKS: 18 AND 16 GAGE, ASTM A446 GRADE D, Fy @ 33 KSI. SHOT PINS W/ WASHERS: HILTI BRAND (ICAO NO. ER -2388) OR APPROVED EQUAL 2. SPECIFICATIONS: A. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY LATEST REVISIONS OF: 1. AISC SPECIFICATIONS OF THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCTURAL WELDING CODE, AWS D1.3 OF THE AMERICAN WELDING SOCIETY. 3. PROPERTIES: A. LIGHTGAGE FRAMING MEMBER SIZES INDICATED ON DRAWINGS SHALL MEET THE FOLLOWING MINNIMUM REQUIREMENTS: MEMBER DESIGNATION 3 5/8" - 18 GA. 6" - 18 GA. G. SPECIAL INSPECTION FLANGE DEPTH WIDTH 3 5/8" 1 5/8" 6" 1 5/8" 4. CONNECTIONS: A. ALL CONNECTIONS TO BE #10 TEK SCREWED OR FIELD WELDED. 5. FINISH: A. ALL MATERIALS TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G -60. B. TOUCH UP FIELD WELDS WITH ZINC RICH PAINT. 6. MISCELANEOUS: A. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. B. ALL STUDS USED FOR WALL FRAMING SHALL BE 3 5/8" STEEL STUDS MINIMUM 16 GAGE AT 16" 0.C. MAXIMUM, U.N.O. ON PLAN. C. ALL STUD MEMBERS AND THEIR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE LATERAL LOADS INDICATED IN SECTION B. D. DEFLECTION LIMIT = L/360 E. OPENINGS 10' -0" OR LESS IN WIDTH SHALL BE FRAMED IN LIGHTGAGE FRAMING MEMBERS. HEADS OR OPENINGS SHALL CONSIST OF STUD OR JOISTS SECTIONS SUFFICIENT TO CARRY THE WEIGHT OF THE WALL ABOVE. JAMB SECTIONS SHALL CONSIST OF HEAVIER GAGE STUDS, MULTIPLE STUDS, OR BOTH AS REQUIRED TO CARRY THE WIND LOAD OF THE ADJACENT OPENING. F. ALL FIELD CUTTING TO BE PERFORMED WITH A SAW. G. WELD SIZES TO BE 3/32" WITH AWS TYPE 6013 OR 7014 ROD (U.N.0.). H. TRACKS TO BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. I. PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT 4' -0" 0.C. MAXIMUM FOR WALLS. J. PROVIDE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOWN OTHERWISE. K. BRIDGING FOR FLOOR JOISTS SHALL BE AT 8' -0" MAXIMUM BETWEEN SUPPORTS. 1. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDECTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR THEIR AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTIONS SHALL BE PAID BY THE OWNER. 2. REQUIRED SPECIAL INSPECTIONS: A. IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE BUILDING CODE. 1. FIELD WELDING 2. HIGH STRENGTH BOLTS B. SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE AND SHALL PERFORM THE DUTIES AND RESPONSIBILITITES AS OUTLINED IN THE BUILDING CODE. H. WELDING: 1. REFERENCES: A. AWS D1.1 - "STRUCTURAL WELDING CODE - STEEL" B. AWS D1.3 - "STRUCTURAL WEDLING CODE - SHEET STEEL" 2. ALL WELDING BY AWS QUALIFIED OPERATORS. GAGE Ix(IN4) Mn(IN *LB) 18 0.710 8,505 18 2.316 16,764 3/16 7 " - 1' - 0" 11/16" 0 HOLE (TYP.) TS5X5X1 /4 POST SECTION (4) 5/8 "I X 2 3/4" EMBED. HILTI KWIK BOLT III EXPANSION ANCHORS (ICC -ESR NO. 1385) BASE PL. 3/8" X 10" X 0' -10" 1/2 " +/- NON- SHRINK GROUT EXIST. CONC. DECK ON MTL. CENTERING 0 (4) #10 TEK SCREWS EACH BRACE DIAGONAL BRACE PER SECTIONS NOTE: FIELD VERIFY SITE CONDITIONS. 2" X 2" X 16 GA. X 3 3/8" STD. CLIP ANGLE W/ (2) #10 TEK SCREWS EACH LEG DIAGONAL BRACE PER SECTIONS PORCH BASE PLAN NOTES: - TOP OF EXIST. CONC. SLAB = O' -0" (REFERENCE ELEVATION) TYP. 1/2" = 1' -0" NEW TS3X3X3/16 AT 48" 0.C. EXIST. CONCRETE SLAB 2" X 2" X 16 GA. X 8" ANGLE W/ (2) #10 TEK SCREWS EACH LEG 10' -3" NEW TS3X3X3/16 (TYP.) 3 5/8" X 16 GA. SLIP TRACK. ATTACH TO EA. TS W/ (2) #10 TEK SCREWS. STUD FRAMING PER SECTIONS 3 5/8" X 16 GA. SLIP TRACK. ATTACH TO TS W/ #10 TEK SCREWS CAD 16" 0.C. STUD FRAMING PER SECTIONS 1 EXIST. STL BEAM, TYP NOTE: PROVIDE 1/2" GAP BETWEEN TRACK & STUD. EXIST. STL BEAM BEYOND NOTE: PROVIDE 1/2" GAP BETWEEN TRACK & STUD. 07 16 GA TRACK S1.1 o EXIST. CONCRETE DECK ON MTL. CENTERIN 1" = 1' -0" , 3 5/8" X 18 GA. MTL STUDS @ 16" 0.C. 3/16 "0 HILTI KWIK -CON II SCREW (ICC -ES NO. 5259) AT 24" 0.C. EMBED 1". PARTITION TO DECK Empnals P+ Fsrenence 49 r 51) , . ci. ..0 RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER 4r; Y12 7- W LLJ O O Cm) CID J O ti 4 0 co 0 co 0 1 J a o c V H CC Z �w • X J M 00 S1 . 1` 0 N 4 .77:: /14 0710115 SHEET 0 w 0 o o a co 1- J a a � c w Z 1` Z co w 0 1- co _J co Id c 2 1 TYP. 1/4 A ei C111111111 Iw i n Alk OUTRIGGER 10' -3" ti 3" X 6" CONT. BLOCKING WITH (2) L30 AT EACH END, TYP (SEE DETAIL 6/S2.1). NOTES: - BEAM ELEVATIONS NOTED THUS ( + / -) INDICATE TOP OF STEEL ABOVE EXIST. CONC. SLAB ELEVATION OF (0' -0 ") - TYP. RAFTER m- TAPERED 1 1/2" X 5 1/2" MIN. WOOD RAFTER (SEE DETAIL 6/52.1) - TYP. OUTRIGGER - 1 1/2" X 5 1/2" WOOD OUTRIGGER (SEE DETAIL 6/S2.1) - TYP. BEAM - (2) TAPERED 1 1/2" X 5 1/2" MIN. WOOD BEAM (SEE DETAIL 7/52.1) - PORCH ROOF COMES PRE - ASSEMBLED IN (4) SECTIONS - FIELD VERIFY ALL DIMENSIONS TAPERED 1 1/2" X 5 1/2" MIN. WOOD RAFTER. SEE ARCH. DWGS. 2" X 2" X 3 3/8" X 14 GA. STD. CLIP ANGLE, WELDED TO TUBE STEEL W/ 1/8" FILLET WELD, CONNECT RAFTER W/ (3) 109 WOOD SCREWS (TYP. EA. SIDE) TS5X5X1 /4 BEAM (2) 3/8" DIA. THRU BOLTS 15/16" TS5X5X1/4 ( +11' -9" _ Niiiasimim I li.maillIMMIIIII Ail h 1 h . witoMIP1.1111111114:Mmill I I+ °' ►� 0 TYP. TYP. TYP. F I � i RAFTER "�� ii � �._�.� r — � ' I '! Ii d _� i� ■_II. illpii ii ■° _r. � � -_I - I ME • r OF P. F OUTRIGGER PORCH ROOF FRAMING PLAN 1 /2" = 1' -0" 23 "X10Yz "XY PL. 1 /4" STIFF PL. N \ \ N \\ 1/4" PL. SEE SECTION 3. TS5X5X1/4 BEAM 1D'-3 " 1X3 WOOD PURUNS, REFER TO A /A8.6 FOR SPACING (TYP.) 3" X 6" CONT. BLOCKING WITH (2) L30 AT EACH END (SEE DETAIL 6/92.1). SIMPSON L30 AT EACH SIDE 3 x 6 CONT. BLOCKING ARCH. BEAM -SEE ARCH. DWGS. OUTRIGGER 3/16 OUTRIGGER EXIST W14 COULUMN ATTACH RAFTER TO STL. BM. W/ 2 "X2 "X3 3/8" X 14 GA. STD. CLIP ANGLE, WELDED TO TUBE STEEL W/ 1/8" FILLET WELD, AND (3) 10g WOOD SCREWS TO RAFTER (EACH SIDE, TYP.) TAPERED 1 1/2" X 5 1/2" MIN. WOOD RAFTER. SEE ARCH. DWGS. 5 "x12 5/8 "x1/4 PLATE TYP. CO r7 1 1/2" X 5 1/2" WOOD OUTRIGGER. SEE ARCH. DWGS. 3 x 6 CONT. BLOCKING WITH (2) SIMPSON L30 AT EACH END. ' 3/16 r SECTION 1" = 1' -0" EXIST W14 COULUMN FUTCH BEAM (3) 3/8" X 10" X 4 1/2" PL. CTR'D TS5X5X1 /4 BEAM (1) 3/8" X 1" LG STUD WELDED TO BEAM SIDES (TYP.) 7/16 "0 HOLE FOR 3/8 "0 STUD (TYP. OF 2) PL. TO BEAM TS5X5X1 /4 BEAM SECTION 1 "X4" BENT PL. WITH 3" LEGS. WELD TO r FUTCH BEAM PLATE AND TO COLUMN FLANGE (TYP.) 3/16 TYP. 3 SIDE > 3/16 V L4X4X3/8 X O' -4" W/ 7/16 "0 HOLE CTRD.- FOR 3/8 "0 STUD ANGLE TO POS> 3/16 V TS5X5X1 /4 BEAM BEYOND 1/4" PL. 11 1/2" 11 1/2" 2.1 3/8 "0 THRU BOLTS 2 1/2" TAPERED 1 1/2" x 5 1/2" WOOD BEAM 2 "0 WASHER ® EA. BOLT EA. SIDE " = r-0" _ • -o" 1/4" GAP MAX. 4 : 4 2 1/2" SECTION SECTION 3/8 "N X 1" LG. STUD WELDED TO CAP PL. (TYP. OF 2) PL. TO 3/16 < COL. CAP 1/4 (\ CAP PL. 3/8" CAP PL. TS5X5X1 /4 POST 23 "X10Y2 "4" PL. SLOPE TO MATCH FLITCH BEAM 7/16" DIA. HOLE FOR 3/8" DIA. THRU BOLT (TYP.) 1/4" STIFF PL (2) TAPERED 1 1/2" X 5 1/2" MIN. WOOD BEAM. SEE ARCH. DWGS. SIMPSON LSU26 EA. JOIST (TYP.) EXIST W14 COULUMN TS5X5X1 /4 BEAM, CUT FLUSH TO COLUMN 1/4 EAM TO OST CAP PL. 1/4 L3X3X1/4X0' -3" (TYP. EA. SIDE) WITH (3) 10g WOOD SCREWS 2.1 POST CONT. I i7 @ SIM. - - 1•-.O" TS5X5X1 /4 BEAM AT EL. = 11' -9" @ SIM. /8" CAP PL. EAM TO 1/4 POST TS5X5X1 /4 POST SECTION SECTION TA" X / „� MIN. RAFTER. PERED 1 1/2 (TYP.) 5 1/2" SEE ARCH. DWGS. -,a 'a 1 (2) TAPERED 1 1/2" X 5 1/2" WOOD BEAM. SEE ARCH. DWGS. 1/8 TS BEAM NOT SHOWN TYP. Ernonpr o= E=en=g v,‘.: . :I.;N • ,.:.� ?wa Po<FL-1 RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER t h 4 gLia CC ciumo 41::::::::o 7- W O W Z 0_ Z LL O 0_ ti 9 ai O Q 0 r V a a co '- co -. c) Z O J 21- 2 2 o CC V W W CC Z tl) i- OOc _ (0 IH """/ z SHEET S71 Chi TYPICAL BOX BEAM CONSTRUCTION 1 1/2" = 1' -0" 3 5/8" X 18 GA. MTL JOISTS © 16" O.C. 3 5/8" X 18 GA. MTL STUD FRAMING 10 16" O.C. #10 TEK SCREWS ® 12" O.C. —TYP. 3 5/8" X 18 GA. TRACK (TYP. TOP AND BOTTOM) BUILT UP BOX BEAM PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE @ MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS @ EACH BRACE. 3 5/8" X 18 GA. MTL. STUD BRACING @ 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/S1.1 SECTION 3.1 3/4° = 1' -0" 18 GA. PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS @ EACH BRACE. (2) #10 TEK SCREWS EA. SIDE STUD COLUMN C2 STUD COLUMN C1 3 5/8" X 18 GA. MTL STUD BRACING Co 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/S1.1 3 5/8" X 18 GA. MTL. STUD FRAMING C 16" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 3/4" = 1' -0" STUD COLUMN C2 STUD COLUMN C1 OR BOX BEAM PER PLAN AND DET. 3/S3.1 BOX BEAM PER PLAN AND DET. 3/S3.1 3 5/8" X 18 GA. X 4 1/2" LG. TRACK W/ 2" LEG. SECURE TO COLUMN STUDS W/ (1) ROW OF (2) #10 TEK SCREWS EA. STUD C1. 3 5/8" X 18 GA. X 4 1/2" LG. TRACK W/ 2" LEG. SECURE TO COLUMN STUD W/ (2) ROWS OF (2) #10 TEK SCREWS © C2. BEAM TO STUD COLUMN BOX BEAM PER P AND DET. 3/S3.1 1 �71��1 It* arifik 1 iv; •11..... -7...... naafis._ ali i ma -11141111 ' Ans../ ji °. -- -' -.' Mimi= • 1 .NII IMMI IMIIIMI l■M=I 1111' - IM � ; makr 1 %% II IN /I s • � - �tk711. r 0 1 1 1 1 C1 0 0 ❑ 0 1 0 ❑ 0 a g1 C1 01 C1 G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL BULKHEAD WITH MALL REPRESENTATIVE 5 "x5 "x1/4" STEEL BEAM C1 81 01 3 5/8" X 18 GA. MTL. JOISTS @ 16" O.C. 8' -11 3 8" ABOVE F. PORCH FLR. BTM. OF BEAM 01 TYP. PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE ® MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS @ EACH BRACE. 3 5/8" X 18 GA. MTL. STUD BRACING @ 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 B1 B1 PORCH ROOF FRAMING SEE SHEET 52.1 3 5/8" X 18 GA. MTL STUD FRAMING 0 16" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 (2) #10 TEK SCREWS @ 16" O.C. ALIGN W/ STUDS (TYP.) 1 1/4" LEG X 18 GA. TRACK SECURE TO BOX BEAM W/ #10 TEK SCREWS @ 8" O.C. STAGGERED 10' -7 1/8" ABOVE EXIST. MALL FLR. BTM. OF BEAM BOX BEAM PER PLAN AND DET. 3/53.1 SECTION 1 1/2' = 1' -0" C1 COLUV SCHE 3 U LE 1 MARK C1 C2 TYP. MATERIALS (2) 3 5/8" X 18 GA. STUD (1) 3 5/8" X 18 GA. STUD C1 01 C1 01 REMARKS SEE 4/S3.1 SEE 4/53.1 AIM i / ,,fie %�P -.. r 1I /,4 (4) #10 TEK SCREWS ® EACH BRACE (TYP.) (2) #10 TEK SCREWS #10 TEK SCREW EA. SIDE 0 EA. STUD OR JOIST (TYP.) BEA V1 SCHEDULE 1 MARK B1 B2 NOTES: 1. ALL WALLS TO HAVE BRIDGING AT 4' -0" O.C. MAX. 2. SEE DETAIL 3/51.1 FOR WALL TO SLAB ANCHORAGE. D 3 5/8" X 18 GA. MTL. STUD BRACING 0 48" O.C. 3 5/8" X 18 GA. MTL. STUD FRAMING 0 16" O.C. BOX BEAM PER PLAN AND DET. 3/53.1 2" LEG X 18 GA. TRACK. SECURE TO BOX BEAM W/ #10 TEK SCREWS @ 8" O.C. STAGGERED 10' -10 1/8" ABOVE EXIST. MALL FLR. Aik 3 5/8" X 18 GA. MTL. JOISTS © 16" 0.C. 3 5/8" X 18 GA. MTL. STUD FRAMING 16" O.C. MATERIALS (2) 6" X 18 GA. BOX BEAM (2) 3 5/8" X 18 GA. BOX BEAM BTM. OF BEAM REMARKS SEE 3/S3.1 SEE 3/53.1 • Emphasis O. Essallenne RECEIVED CITY OF TUKWILA OCT 2 5 2007 PERMIT CENTER Rdarie 0 C11.;:lo CIC W F E— J O W 0 LL_I 0 CD L L c) 0 0 w r 0 W U acc, O. Co 4- co J O) Z —I 0 W Z z LLI a v J :ma 0 0 CO M \ � .. rw. tv /A „ , 4 2 � / C OAL ; 0710115 SHEET S3.1 z D J U N MTL STUD BRACING PER SECTION 1/S3.1 (2) #10 TEK SCREW @ 16" O.C. ALIGN W/ STUDS (TYP.) (4) #10 TEK SCREWS @ EACH BRACE (TYP.) #10 TEK SCREW EA. SIDE 0 EACH STUD OR JOIST (TYP.) MTL. JOISTS FER SECTION 1/S..1 2" LEG X 18 GA. TRACK. SECURE TO BOX BEAM W/ #10 TEK SCREWS @ 8" O.C. STAGGERED (TYP.) BOX BEAM SEE S3.1 AND DET. 3/S3.1 (4) #10 TEK SCREWS 0 EACH BRACE (TYP.) (4) #10 TEK SCREWS @ EACH BRACE (TYP.) 3 5/8" X 18 GA. MTL. STUD FRAMING @ 16" D.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 (2) #10 TEK SCREW CAD 16" O.C. ALIGN W/ STUDS BOX BEAM SEE S3.1 AND DET. 3/53.1 1 1/e = SECTION G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL BULKHEAD WITH MALL REPRESENTATIVE STEEL BEAM SEE 52.1 CONT. 3 5/8" X 18 GA. MTL. TRACK. SECURE TO BOX BEAM W/ #10 TEK SCREWS @ 12" O.C. STAGGERED. PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE @ MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS @ EACH BRACE. 3 5/8" X 18 GA. MTL. STUD BRACING @ 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL DECK. SEE DET. 2/S1.1 #10 TEK SCREW EA. SIDE @ EACH STUD BOX BEAM PER PLAN AND DET. 3/53.1 10' -8" A.F.F. ABOVE TENANT FLOOR 9' -0 5/8" A.F.F. ABOVE TENANT FLOOR BTM. OF BEAM + + + 3 5/8" X 18 GA. MTL. STUD BRACING 0 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/S1.1 MTL. STUD FRAMING �~ PER SECTION 1/53.1 (4) #10 TEK SCREWS 0 EACH BRACE (TYP.) MTL. STUD BRACING PER SECTION 1/53.1 #10 TEK SCREW EA. SIDE @ + \ ♦` EACH STUD OR JOIST (TYP.) (4) #10 TEK SCREWS © EACH JOIST (TYP.) MTL. JOISTS PER SECTION 1/S3.1 MTL. STUD FRAMING PER SECTION 1/53.1 (4) #10 TEK SCREWS 0 EACH BRACE (TYP.) 3 5/8" X 18 GA. MTL. STUD BRACING @ 48" O.C. PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS @ EACH BRACE. (2) #10 TEK SCREWS @ 16" O.C. ALIGN W/ STUDS (TYP.) I _ L 3 5/8" X 18 GA. MTL. STUD FRAMING @ 16" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/S1.1 MTL. STUD FRAMING �~ PER SECTION 1/53.1 18 GA. BTM. TRACK SECURE TO EA. JOIST W/ (2) #10 TEK SCREWS SECTION 1 1/2" = 1' -0" BOX BEAM PER PLAN AND DET. 3/S3.1 PROVIDE 3 5/8" X 18 GA. BRIDGING EA. SIDE OF BRACE @ MID —SPAN. SECURE TO BRACE W/ (2) #10 TEK SCREWS 0 EACH BRACE. 3 5/8" X 18 GA. MTL STUD BRACING 0 48" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 (4) #10 TEK SCREW @ EA. BRACE (TYP.) 3 5/8" X 18 GA. MTL. JOISTS @ 16" O.C. (4) #10 TEK SCREWS @ EA. JOIST (TYP.) 3 5/8" X 18 GA. MTL STUD FRAMING @ 16" D.C. BOX BEAM PER PLAN AND DET. 3/53.1 2" LEG X 18 GA. TRACK. SECURE TO BOX BEAM W/ #10 TEK SCREWS 8" O.C. STAGGERED (TYP.) 3 5/8" X 18 GA. MTL. JOISTS @ 16" O.C. 3 5/8" X 18 GA. MTL. STUD FRAMING 16" O.C. SECURE TO STRUCTURAL FRAMING ABOVE — DO NOT ATTACH TO MTL. DECK. SEE DET. 2/51.1 (2) #10 TEK SCREWS @ EA. FRAMING (TYP.) SECTION 1 1/2. 9' -11 3/8" ABOVE EXIST. MALL FLR. BTM. OF BEAM + + + 3 5/8" X 18 GA. MTL. FRAMING @ 16" O.C. - Dols-402_ RaeOle Emphpy" Pn ErccOw.ca A9•r ... r),r , P. RECEIVED CITY OF TUKWILA OCT 2 5 2.007 PERMIT CENTER th 1 4 W W Ca r`.�I'P.1 r A 1► 0 N r w 1— a CI m O r w CL CO a c 21- z V W W CC Z _I I Nd OOcc C 4 t0V9' V1 0710115 SHEET S3.7 z C9 0 f�� e i l V Q Yip I I 0....____ I 111 4‘1. II 1 i 1 I • I Al Al 441111110 HOLLIS'l Ye," 2 0 TYP. ' 0 00 acp „ g„ la % N 0 9 GUIDE RAIL SCALE: NTS. 1 O I MOVABLE CARRIAGE ASSEMBLY SCALE: NTS. q 11 ANTI —TIP ASSEMBLY $ 4 LIn: NTS. B GENERAL CONFIGURATION (MOVABLE UNITS) SCALE: NTS 31 1 /4 1 1 /8 1 , \ N W 7 / 36° 36 REVISION DIRECTIVE KEY H.D.— HUILDING DEPT. T.D.— TENANT DIRECTIVE G.G.— GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE �q n m J � , n t7IE 9- „9b I 1 1 1 „Z /i Si „Z/ El „Z /I El „311 E1 11911 4 n -AI 14 GA. :SNOISIA3a X— BRACING SCALE: NTS �' 0 32 �I� L. ISSUE DATE: I PERMIT DATE: 9 -6 -07 I I LANDLORD DATE:9 -6 -07 I I BID DATE: 11 -12 -07 I ■ ■ Ai I 0 3�D 11 11 1 4 7.0"' 4 / 0 7 4 02 0•9 SEISv1IC DETAILS r HOLLISTER Co. 0603 OUTHCENTER MALL 1633 SOUTHCENTER MALL, SPACE 1440 TUKWILA, WASHINGTON 98188 ss :) -3 5 DOUBLE RIVET BEAM SCALE: NTS. HANG BA SCALE: NTS. GRATE METAL SHELVING A LIGHT DUTY STORAGE FIXTURE SCALE: 3/4' + 1 -0' / 4. � fil 1\ ' NOTES DRAWN: CS .46.0' 1. LIGHT DUTY STORAGE FIXTURE DESIGNED PER CHAPTER 2 SEISMIC ZONE 4, Na =1.3. 2. STORAGE CAPACITY: 70# PER LEVEL. 3, AS711 A1011 FOR SHAPE Fy= 36,000 PS. 4. ALL BOLTS A507 (UNLESS OTHERWISE NOTED). 5. STATIONARY UNITS ANCHORS NILTI KWIK BOLT 3 ICC-ES 1 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTA SR-1355 OR APPROVED EQUAL. 7. ALL SHELVING LOADING WILL BE HAND STACKED, NO FORT LIFT HILL BE USED ON TI-IEM. - p -,G <) . y3 G RECEIVED CITY OF TUKWILq OCT 2 5 2001 PERMIT CENTER 4 ,,,,K �, E „.« , C � 0 11►Y13a - w : W IJ 11 4 ` g g g g g g C J r 1 I I I I I I y 0 • — DSGNR: .310 �, - / / / / I / / I �1 J �� \\ sa a 4 SHOULDER RIVET SCALE: NTS. aaboN g :3ld3S MIN. EMBEDMENT � �� � � � � IT0.625 a �z ` i �� 0.500 D.290 g 0.290 0.312 I 0.312 1 0710115 SHEET S 2 1A END POST SCALE: 1 R 1 ' -0” 1 B P INTERMEDIATE POST SCALE: . 1' -0' 2 FOOT PLATE VALE: I' . I' -0' 3 ANCHOR SCALE: NTS.