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Permit D11-161 - WESTFIELD SOUTHCENTER MALL - PAC SUN - TENANT IMPROVEMENT
PAC SUN 650 SOUTHCENTER MALL Di 1-161 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 650 SOUTHCENTER MALL TUICW Suite No: Project Name: PAC SUN Permit Number: D11 -161 Issue Date: 08/22/2011 Permit Expires On: 02/18/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: AMY DIEKEVERS Address: 75 60 ST SW , WYOMING MI 49548 Contractor: Name: HARDESTY & ASSOCIATES INC Address: 1991 VILLAGE PARY WAY 180 , ENCINITAS, CA 92024 Contractor License No: HARDEAI066PP Phone: 616- 493 -9334 Phone: 760 - 944 -0499 Expiration Date: 11/17/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF ENTIRE RETAIL SPACE INCLUDING STOREFRONT, SALES AREA, FITTING ROOMS, STOCK ROOM, TOILET ROOMS AND HALLWAY. Value of Construction: $198,000.00 Fees Collected: $3,767.16 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-161 Printed: 08 -22 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pre construction or the performance of work. to this permit. Signature: Date: S ^ Z 2 - // e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: J O S/1' G/(U d /S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. doc: IBC -7/10 D11-161 Printed: 08 -22 -2011 7: Fire retardant treated wood shall have a -e spread of not greater than 25. All material bear identification showing the fire performance rating thereo ch identification shall be issued by an appr agency having a service for inspection at the factory. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Install mechanical stops in tracks or on shelving units so that when units are rolled together, a minimum 6 inch transverse flue space is maintained at 4 ft. intervals along the length of the run. If further clarification is needed contact Al Metzler at 206 - 971 -8718. 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) doc: IBC -7/10 D11 -161 Printed: 08 -22 -2011 24: Egress doors shall be readily openable 11the egress side without the use of a key or (Dial knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (EEC 1011.1) 29: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: Maintain sprinkler coverage per N. F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 35: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: Post address on storefront per approved Westfield standards. doc: IBC -7/10 011 -161 Printed: 08 -22 -2011 42: Contact The Tukwila Fire Prevention Bu to witness all required inspections and test.ity Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -161 Printed: 08 -22 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htlp:i WII'W.ci.tukl-eila.wa.us Building Permit No. bU4t`�- Ite Mechanical Permit No. IA t t"--a , Plumbing /Gas Permit No. , l`-Q %q Public Works Permit No, 1 Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** j �/� King Co Assessor's Tax No.: .2 3- 7 Site Address: (L-) JO 500-ev1 -ei ✓" c Suite Number: Floor: New Tenant: l......Yes ❑..No Tenant Name: PAS ) 3' J) Property Owners Name: We-,. 1 j -el GI Mailing Address: 007 5Qp,1-111C -Q/►`/ I2. Tiit Iwo art rt a) -t t / 8 City State Zip CONTACT PERSON - who do e contact hen your permit is ready to be issued Name: A✓WI —17( e-Ke.V e-t Mailing Address: olf‘ 5 '1-- i, �W y i i C= E -Mail Address: C7i fin C �` e i IDVI'; f tl1 117 1 r Cf/i Fax Number: (Q go y 9 5 1 GENERAL CONTRACTOR INFORMATION - Day Telephone: C-,16, `I Cf 3 Q 3 I gq✓V,c3 State Zip (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg S)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — AU plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: /64/33 J�"©ff ✓a°a No 0/ �d c ©dales 4-z City State Zip tt Day Telephone: T ff (90 ! Q �p VZ.Q0 E -Mail Address: Fax Number: / cSU [ y 8 72 ENGINEER OF RECORD - All plans must be we stamped by Engineer of Record Company Name: Mailing Address: Contact Person: /V 6hq ifi e �I1 Ai,: L1 /:5 721-tie an+ CAA) / / 4o -eii ( 4 2 250/...5 City State Zip Day Telephone: ‘70Z Z /5f-2-1 E -Mail Address: Fax Number: 1-1 \ Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application :doc Revised. 1 -2009 hh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 96 QOo Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant improvement of entire existing retail space including storefront, sales area, fitting rooms, stock room, toilet rooms, and hallway. Will there be new rack storage ?" Yes ❑.. No if yes, a separate permit and plan submittal will be required. �G1vwn odt 'r Provide All Building Areas in Square Footage PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application. doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I$` Floor 'SOS c 0 d 1/I- M 2nd Floor ypIr '6-- —& it-S --AL_ 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application. doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR THORIZE A ENT: Signature: �' IC. .4 -eot -e Print Name: {M y DI e eti-f f � Mailing Address: 76 (,o th jf- ji,t) t3 yD /U //1 City Date: cNir Day Telephone: (c2 / , 7 q > i 3 A/ ci.516 State 'Lip Date Application Accepted: ��.� b ( Date Application Expires:... 6 ( Staff Initials: H. \Applications \Forms - Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -161 Address: 650 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 06/08/2011 Applicant: PAC SUN Issue Date: 08/22/2011 Receipt No.: R11 -02127 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 09/28/2011 01:25 PM Balance: $0.00 Payee: DANNY MCSPADDEN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1108 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 09 -28 -2011 Ciff 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 SET RECEIPT Copy Reprinted on 08 -22 -2011 at 12:48:41 08/22/2011 RECEIPT NO: R11 -01824 Initials: WER Payment Date: 08/22/2011 User ID: 1655 Total Payment: 2,810.80 Payee: HARDESTY & ASSOCIATES SET ID: 0822 SET NAME: PAC SUN SET TRANSACTIONS: Set Member Amount D11 -161 2,284.90 M11 -075 264.45 PG11 -079 261.45 TOTAL: 264.45 TRANSACTION LIST: Type Method Description Amount Payment Check 71908 2,810.80 TOTAL: 2,810.80 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.0 000.322.103.00.0 640.237.114 TOTAL: 2,280.40 264.45 261.45 4.50 2,810.80 Cit, of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: latp:/lwww.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R11 -01163 Initials: WER Payment Date: 06/08/2011 User ID: 1655 Total Payment: 1,735.76 Payee: PRECISION PERMIT SERVICE SET ID: 6 -8 -11 SET NAME: PAC SUN SET TRANSACTIONS: Set Member Amount D11 -161 EL11 -0523 M11 -075 PG11 -079 TOTAL: 1,482.26 122.03 66.11 65.36 1,482.26 TRANSACTION LIST: Type Method Description Amount Payment Check 8036 1,735.76 TOTAL: 1,735.76 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 122.03 1,613.73 1,735.76 INSPECTION NO. INSPECTION RECORD 6t(— / 0I Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V.. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proje PAC c ,ut..1 Type of Inspection: i f:Al ( v; (Jt4‘ Ad( s) O S/ AA _ / Date Called: Special Instructions: Date Wanted:. I! - a- ''''i/ -.a.m. P.m. Requester: Phone No: '4) %(00' k40 37-3 14 proved per applicable codes. E Corrections required prior to approval. COMMENTS: 91,--piA1.44101,A■g4e1ri\tiot-i SPECTION FEE REQU \RED. Prior j,6 next.inspection. fee roust be id at 6300 Southcenter Bi d., Suite O. Call to schedule reinspection. Date: j� • INSPECTION RECORD Retain a copy with permit II I SPECTf N NO. • PERMIT NO. Oil- 16 - CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: C LALre4 (.2 — i- ‘IpRtl'%/Q: Add0 s© Sc. ` 4-' Date Called: 3 g l Special Instructions: • r •. a 5 1 -0 ( Date Wanted: (` `'' a.m. Requester: Phone No: a - 0 / 0373 Approved per applicable codes. D Corrections required prior to approval. • COMMENTS: C LALre4 (.2 — i- ‘IpRtl'%/Q: 2 . �- tA) 15 - A-il. p rtl.lr.4 3 g l :l csa1 t L 64 .N7 - If .pid..✓a,40 • t":1 :1)4 pG ►wS L j..00112 leo- I 4) : • 111A044 , ,'e (c,\,v It 1 . Inspect : �. 1 —, Date: ' • / / — w- / / EINSPECTION'FEE REQUIRED. Prior t6 next inspection, fee must be �'ird.at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431 -2451 h'''1 I - f ('1 Pro ect: • e iNe. S1( 1.3 Type of Inspection: F v►^f l2 la�A 7 L( (oH 1 ; x18 Address: (/SO Go 0iz-1 • 0A I Date Called: Special Instructions: Date Wanted:. a.m. I1 _ 1 - 1 1 C.ml Requester: Phone No: 760— $4d(, -037`z, aApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: . -r-41.- A- A+ 1# C 1 „...4.--ri. v, . i h�i pe "r: V l;MAP, Dat I ' .a. f— 1— i / `• " X E NSPECTION FEE REQUIRED. Prior to next inspection. fee must be a d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DH- Il.,( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: P ACS S. Li NI Type of Inspection: c, tr A Z I Ai CI) A S • a in p< %-5 .o . tz- 1 Address: CoSO SbCr.1T wAA tt Date Called: Special Instructions: r T? . Oa 2 PQ.3-.4-..0%-4 Date Wanted:. 1 -- 1- I 1 0...;;;1 .m Requester: Phone No: —7 60 S q %--0 3 7'S LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: CI) A S • a in p< %-5 .o . tz- 1 4 X1,,.1 ,may - n r T? . Oa 2 PQ.3-.4-..0%-4 C., or: 'Date: PECTION FEE REQUIRED! Prior to ne inspection. fee must be t 6300 Southcenter Blvd., Suite 100. C l to schedule reinspection. 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ?PC Burg Type of Inspection: SLtel' b tbGA Ca( U11J G Address: (O sae /Zk MAO Date Called: Special Instructions: Date Wanted:. /a.m\ 1 ! _ 1 - I l p.m. Requester: Phone No: 7‘n- 2)y G_o -s-? 3 IStApproved per applicable codes. Corrections required prior to approval. COMMENTS: I StA.5.,r � 04., I . ,,,, - A.,.. JE ,D o� T7 R JSPECTION FEE RE? UIRED. Prior to next inspection, fee must be p. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188DA (206) 431 -3670 Permit Inspection Request Line (206) 431 - 2451 1• Project Pfld S I Type of Ins ectionf " ";" Address: 6 S s c Ac44, Date Called: Special Instructions: t Date Wanted:. a.m. /0 -4 -!/ Requester: Phone I�o:0 — 2 '* Q3 3 `��j ❑ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: A 4_ 6 6V1 //s - 4"i ' / 2. -e/s - 4 41fivf rr9%+/), 4 ci- mei 4/4 / 1 t 4 &LYI y) Y .1i —f PA, / /✓ Z�ry r rin.e ,rr,1C1 /.g of ✓.11i'4 •s2/e°r / ,vafI0-L1 7V..°' .4°' 0 Pry /.a✓J ^. I pector. El Date: /,, —. // PECTION FEE REQyIRED. Prior to next inspection. fee must be at 6300 Southcenter lvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION AA 6300.Southcenter Blvd., #100, Tukwila. WA 98188 fin, (206) 431-3670 .° ' Permit. Inspection Request Line (206) 431 -2451 • Project: [' 1:3°C,_. .all r'''! Type of Inspection: e /C�.I✓.��. ,Ca`IIe Address: t.So _SC MG' // ate SpeciaEInstructions: . • Date Wanted:. aim. /0_73,....//. fir••• : Requester: Phone No: ?lee-NW-T.:77 ‘0Approved per applicable codes. COMMENTS: i Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at.6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 9i/_ /C/ l(-s -`'3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Type of �I-n-s�pection: Address: 4,s -a S L Suite #: r4 14 c. �. Contact Person: Special Instructions: Occupancy Type: Phone No.: il-Approvd per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: 1. Date: // /Z/ tt Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPErrTION NUMBER PERMIT NUMBERS CITY OF TUKWIL.A_.FIRE. DEPARTMENT. 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 W__, Project: n G SG'� Sprinklers: Ty e of Insspection: % ro/COUPC Address: As U S 1/1/b4-/ C _ Suite #: . Contact Person: Special Instructions: A 1 Phone No.: rgApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / 020 `3 A- 0-1o0 ',, i'sl_ 0900 a t ., alal- . n K Cover` .. _ - . _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:W 6,"` 5a-- Date: /o /* Hrs.: 02 $100.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to 'schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary FRJ-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address SOUTHCENTER SHOPPIN MALL Date 8/11/2011 SPACE #208 For Building Department Use TUKWILA, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: ni.E. 'Wets ®• REVISI '' 0 6 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2011 City of Tukwila BUILDING DIVj '. -'•' RECEIVED AUG 25 2011 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address SOUTHCENTER SHOPPIN MALL Date 8/15/2011 SPACE 8208 For Building Department Use TUKWILA, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: 4285 Project Description • New Building • Addition "I Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option • Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 0.80 not changed • No changes are being made to the lighting and space use ■ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per fl''. Gross Interior Area in ft2 Allowed x Area SALES AREA RETAIL 1.33 3222 4285 BACK AREA OFFICE /STORAGE 0.91 543 494 BACK AREA CORRIDOR /TOILET 0.80 307 246 SALES AREA MERCHANDISE DISPLAY 1.40 1960 2744 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt 7769 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES C1 - LINE VOLTAGE TRACK LIGHT (1 -10W LED LAMP) 75 10 750 FITTING ROOMS D - 6" RECESSED DOWNLIGHT (1 -60W PAR LAMP) 18 60 1080 FITTING ROOMS G1 - 2FT STRIP FLUORESCENT (1 -17W T8 LAMP) 14 22 308 FITTING ROOMS G2 - 3FT STRIP FLUORESCENT (1 -25W T8 LAMP) 26 27 702 OFFICE /STORAGE /T OILETS ROOMS U - STRIP FLUORESCENT (1 -32W T8 LAMP) 61 32 1952 STOREFRONT C1 - LINE VOLTAGE TRACK LIGHT (1 -10W LED LAMP) TAS.15 -1 NOTE 10 SALES / STOREFRONT TOTAL TRACK LENGTH = 557FT. (USE CURRENT LIMITER SUB- PANEL) Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4792 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. tf not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 12 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louve c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballast 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use' LPA` (W /ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture - 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' _ Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by . walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories 1, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address SOUTHCENTER SHOPPIN MALL 'Date 8/11/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E200 Yes 1513.2 Area controls Maximum limit per switch E200 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w /backup Indicate location E100 N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E200 N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability Indicate size of zone on plans ; 30o /E 300 0 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 'Max. watts 'Indicate watts for each exit sign 1E300 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiencylMECH-MOT or Equipment Schedule with hp, rpm, efficiency J 1 TRANSFORMERS (Section 1540) N.A. 1 1540 'Transformers 'Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address SOUTHCENTER SHOPPIN MALL Date 6/30/2011 SPACE #208 For Building Department Use TUKWILA, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: FILE COPY Perrnit No• INCOMPLETE LTR #_-1_ to I 49 ( REVIEWED FOR CODE COMPLIANCE APPROVED AUG 16 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address SOUTHCENTER SHOPPIN MALL Date 6/30/2011 SPACE #208 For Building Department Use TUKWILA, WASHINGTON Applicant Name: Applicant Address: Applicant Phone: Project Description • New Building • Addition 'i Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) CORRIDOR /TOILET not changed • No changes are being made to the lighting and space use • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft 2"" Gross Interior Area in ftz Allowed x Area SALES AREA RETAIL 1.33 3222 4285 BACK AREA OFFICE /STORAGE • 0.91 543 494 BACK AREA CORRIDOR /TOILET 0.80 307 246 SALES AREA MERCHANDISE DISPLAY 1.40 1960 2744 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt 7769 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES C - LINE VOLTAGE TRACK LIGHT (1 -60W PAR38 LAMP) 95 60 5700 FITTING ROOMS D - 6" RECESSED DOWNLIGHT (1 -50W PAR LAMP) 8 50 400 FITTING ROOMS G1 - 2FT STRIP FLUORESCENT (1 -17W T8 LAMP) 14 22 308 FITTING ROOMS G2 - 3FT STRIP FLUORESCENT (1 -25W T8 LAMP) 20 27 540 OFFICE /STORAGE /T OILETS ROOMS U - STRIP FLUORESCENT (1 -32W T8 LAMP) 19 32 608 SALES C1 - LINE VOLTAGE TRACK LIGHT (1 -10W LED LAMP) 6 10 60 STOREFRONT C1 - LINE VOLTAGE TRACK LIGHT (1 -10W LED LAMP) TAB.15 -1 NOTE 10 SALES / STOREFRONT TOTAL TRACK LENGTH = 557FT. (USE CURRENT LIMITER SUB- PANEL) Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7616 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 12 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louve c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballast 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use' LPA` (W /ft`) Use' LPA`(W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail1°, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit tight Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address SOUTHCENTER SHOPPIN MALL Date 6/30/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E200 Yes 1513.2 Area controls Maximum limit per switch E200 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w /backup Indicate location E100 N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E200 N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability Indicate size of zone on plans ; 3200/E 300 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 IMax. watts 'Indicate watts for each exit sign 1E300 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH-MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers 'Indicate size and efficiency 1 If "no" is circled for any question, provide explanation: 2009 Washington State tnergy uoae uompnance corms Tor Nonresioenuai aria rvrunumnny nowt-minim anical Summa` 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential -SUM Revised December 2010 Project Info Project Address Date u114 SIrtoPpIrt, MALli GPI *700 For Building Dept. Use Applicant Name: ,t-p ' 61e; 1jG1..w,T Applicant Address: %1 f W. NoY14 A'i , .VM, A-Z. Applicant Phone: %p i- 7(4G'+ 4. 31 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 50LI1 ,.`I ST EA Re AT .9d v\p FILE COPY Q • •% w ., �--- Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System e(Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex 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. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency° Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type rand,,Na4De' Model No.' CFM Sp' HP /BHP Flow Controls Location of Service REVIEV/ED FOR CODE COMPLIANCF APPROVED AUG 16nil a 'If available. 2 As test d ac o T b rough -1G. 3 If requi ed. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow contr I gamma ygiyma( Qya,�cp stant volume (CV), or variable speed (VS). Exception number from Section G1V 11..LJI'VVV LJI�/�J'IJ�V RECEIVED JUL 08 2011 PERMIT CENTER INCOMPLETE t 1 -Ibl Mechanica umma ac 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential CH -SUM Revised December 2010 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: Constant vol? RI Split system? '" Air rnnlari7 ❑ Parkaned sys? ❑ Coolino Cao < =15 Btuh /ft2? ❑ <= 84,000 Btuh? k Economizer <= 135 000 Rtuh? included? ❑ Heating Cap. > 0 & < =10 Btuh/ft2? If Heating Only: ❑ <innn r.fm'7 ❑<30% outside air? ❑ Heating Cap. < =10 Btuhlft2? 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. CSTART ) Co Yes Humidification or Reheat? • H ap <=15 B ft Eq. with Cap < =10 , or /ft2 ? Yes System Type No r—N v Heating Only Yes Yes Yes- Reference Section 1421 Yes Total CFM Serving Single Roo ,0 Package Unit Cap <= 135,000 Btuh Split System <= 84,000 Btuh? Yes Yes • .atifies Econo No Economizer cluded? .. Exdeptiori lion 1 Yes Simple System Allowed (section 1420) (s Yes V 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. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential :Mechanical Permit Plans _C'heck ist ECH CH =. 2009 Washington State Energy Code Compliance Forms and Multifamily Residential Revised December 2010 tfor ,Nonresidential Project pc Address r 0.1 S F.iv ?P, 1,36 mAu. (Date our 6 - _41 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, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance yg,s 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MS/00 WA 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss PA 1411.1 Air - cooled chiller Provide total air and water chiller capacity IJ /A 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions — ye.S . 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M 2C0 OA 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls e 1412 HVAC Controls ' yes 1412.1 Temperature zones Indicate locations on plans M Io0 *1 fo5 1412.2 Deadband control Indicate 5 degree deadband minimum MyWO (J //!, 1412.3 Humidity control Indicate humidistat ye,s, 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback N►'b00 Yg4 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage ItA OO y 0,'5 1412.4.2 Optimum Start Indicate optimum start controls M200 )I e, C, 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule 1+1200 14 /p, 1412.6 Combustion heating Indicate modulating or staged control ° .4E,5 1412.7 Balancing Indicate balancing features on plans PA le* I" /A 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas pot 1412 9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. ;.G, 1422 Thermostat interlock Indicate thermostat interlock on plans M100 14/A 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air 1 Water Economizers Y 1412.1 Single zone systems Indicate multiple cooling stage control capability. M 100 1 e,„S 1413.1 Air Econo Operation Indicate 100% capability on schedule M�0 N /ft 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb titp' 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. IVA 1413.3 Integrated operation Indicate capability for partial cooling — h4/4 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer '° 1414 Ducting Systems V ,6 Ve,6 1414.1 Duct sealing Indicate duct design pressures, seating, and testing requirements . 14200 s 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested MUD �Q+ 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans s 4e.& 1414.2 Duct insulation Indicate R -value of insulation on duct iM1.0) 1415 Piping Systems 1415.1 Piping insulation Indicate R -value of insulation on piping I100 1416 Completion Requirements •I of 1416.3.2 System Balancing Indicate air and water system balancing requirements Mud N)e, J 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M2oo • . yOj 1416.3.4 Documentation Indicate O &M manuals, record drawings. staff training (h{2-,010 - il es ' 1416.3.5 Comm. Report Indicate requirements for final commissioning report x"7,40 leef 1416.4 Compliance Chklist Submit to building official upon substantial completion. • 0/11,47' V p4 l Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer o, L �r Mechanical 2009 Washington State Energy Permit Plans Code Compliance Forms -C Checklist Continued for Nonresidential and Multifamily Residential 6 r ?Pit.jH M A.L.L, `Date -MECH.,CHK Revised December 2010 b- 30 ,.i 1 Project Address 500TO 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, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank Fl 00 1 &S 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace 171100 ") r.,6 1443 Pipe Insulation Indicate R -value of insulation on piping OOP 14/Pr 1444 Pump Energy Indicate method of pump energy management (Sec 1438) WA 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools 14 /itl, 1452 Heat Pump COP Indicate minimum COP of 4.0 °' 14/A. 1452 Heater Efficiency Indicate pool heater efficiency tt{fik 1453 Pool heater controls Indicate switch and 65 degree control �° W4 1454 Pool covers Indicate vapor retardant cover 1J /A. 1454 Pools 90+ degrees Indicate R -12 pool cover OA 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage OM 1463 Evaporators Indicate motor type and speed control N/A 1464 Condensors Indicate condenser cooling type, design wb temp and control °- 1' 1465 Compressors Indicate design minimum condensing temp and control. .— If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: CARUSO TURLEY SCOTT consulting structural engineers YOUR VISION IS OUR MISSION PARTNERS Richard D. Turley, PE Paul G. Scott, PE, SE Sandra J. Herd, PE, SE Chris J. Atkinson. PE, SE Thomas R. Morris, PE Richard A. Dahlman, PE 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 T: (480) 774 -1700 F: (480) 774 -1701 www.ctsaz.com Job No. 11 -406 By KAR FILE COPY Permit No., CLIENT: FITCH 16435 N. Scottsdale Rd. #195 Scottsdale, AZ 85254 PROJECT: Pac Sun 650 Southcenter Mall Tukwila, WA Sheet No. 1 Date x1/2011 GENERAL INFORMATION: BUILDING CODE: 2006 I.B.C. Ci o pU & -o! 2011 PERMIT CENTER REVIEWED FOR ODE COMPLIANCE APPROVED AUG 162011 City of Tukwila BUILDING DIVISION CORRECTION LTR #�_ N -Z f�,r GMMIiI -fS A I! -js-.5 �.9 I�i���� s�ssss rahf �s�as W_ .9 .fit o L1 L7v ;vs-a-3 49 -.7L hi 1 bi ca. V_ l.Zl -Z�r ! IIUIIII' 1• 30 c JA J• . 9 r .9-Zl )• JA J I. i )A ) )A III . .;1-1:) Ittal ./.., II1■111 1�1 l_ ■!■11• .Ir I i i *, / i; � ) • 0 - i ,: , �tt ■ =• 1!!!!I II II � ii il _ ``JI /" �'!�• R/„,, ,... A - �� �� �IIIIhiII JiIII 1I ilfiL. 1. _;■■M'� I• razi -Z, IINEffiL Att ). ). ,,,, ,.. Ailm, )6 )a ). �� `s�ss�..ss :s.. Zl -Zl -9 _ -ZT • CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rlo Salado Pkwy Suke 200 Tempe, AZ 85281 T- 480- 774 -1700 F: 480 -774 -1701 Job Name 1Le.- Job No. II -(40 Sheet No. 3 By V.AL Date lilt i :. f a , 1 . `t • ; a . . �. ��n.,aIl1l ■■ ■VEMU■nHENS i■ .. CC - i I 1 r-'-- . . I T -{ 1 �® _ _- 4 t h - , ■■ ■■11■■■■ ••i CARUSO TURLEY SCOTT consulting structural englneers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name ro.C- S VJ1 Job No. 1 -(4000 Sheet No. y By Oa. Date RI tt 1 i 1 4. 1 L I -' 1. .. 1 i t i ...� * 1 ,, f- i ' 1 - _ ; I i- I .'. , ■ ■ ■1•��� ■ ■� ■! 1111■■ ..1 1 1111 i - Hill t. i t.-r---1---1- _r -- - --r ! .. _. _' ... j ? t i •■ 1111■■■■■ `.v1I ot��■ Ala •. I. ` ' ■ ■11111011 ■ ■ ■■ ■11r_ 1 . 11 ! r �- t- j -! -+ -r -� i a. ■ ! 1E1111 1 T I T. • - , 1 II H— .a,. � � ,_�_, is 1! iI : I- -- 1 r f ' I. L t _ r a i- ■ 1 . t + ' ltjL T- t �� Nmi - -ri:- _ Eg ,.' + Min li r + tw t j ._ _. ..___._ jj 1 1. rt ■ alLa10111:jilli - 11114-'—r - -- --- ®U -r -' t -' -- - __ - , - . ___, ! i I } 'PIA." _" i '' 111.116 om_ 1--1 I i i T•7-- 1" _ _ + �- ! - - ,_ y r• :r iii , slim II = _ t ;;rr r I 1 t _. t ' L I i " 1. r _ _ -r- _- I". -._ —' -- f4 - -1 -- ._tea -.. �_: T _ ■■0 i t , w rt�' I I I , -r t Jr-Ts I I ' { -1 i- I ; I . IIIIIIIILIIIIMil x1111 11 T- ! i t r i - ! f .{ I -I, { t 1 j ( 1 f i + 1 1 } i- i UM ■■■■I■■■ =0•1111111111111 r f:i ;—H } r -1 - sts - `For Joist Depths 16' to 24'1 Inclusive. . , . =1 . .. . �. .r • 1• r ; 9 . . 5 • 1 1• I•I DDsppttb In mhos 16 16 16 16 16 18 18 18 18 20 20 211 20 22 22 22 24 24 24 Raiding Monier* In Inch- Pounds 221,000 269.000 344,000 413,000 470.000 325.000 383,000 466,000 540,000 365,000 406,000 499,000 602,000 422.000 526,000 653,000 462,000 576,000 716,000 )Iaxinaan End Rnadlofi 111 Pounds 3800 1 4300 4600 4900 5200 4500 4800 5200 5400 4800 SIM 5400 5600 5400 5600 5800 5600 5600 6000. tAparozileata Waighl In Pounds per Foot 6.6 _ 7.8 8.6 10.3 11.4 8.0 9.2 10.4 11.6 8.4 9.6 10.7 12.2 9.7 10.7 12.0 10.3 11.5 12.7 Span 1n Fed 16 475 538 575 613 650 17 447 506 541 576 612 18 422 478 511 544 578 500 533 578 600 19 400 399 453 .484 516 547 .474 505 547 568 20 3368 430 460 490 520 450 480 520 540 480 510 540 560 21 334 295 410 357 . 438 429 467 495 429 457 495 514 457 486 514 533 22 304 257 391 310 418 373 445 434 473 409 398 436 473 491 436 464 491 509 491 509 527 23 279 225 364 400 376 426 379 452 434 391 348 417 452 470 417 443 470 487 470 487 504 24 256 193 239 383 287 408 334 433 ' 382 375 306 400 367 433 •27 450 400 380 425 I 450 ' 467 450 467 483 467 483 500 25 236 175 711 367 254 392 795 416 338 347 771 384 375 416 378 432 384 336 ' 408 •05 432 448 432 448 464 448 464 480 26 218 155 285 188 339 226 377 267 400 300 321 241 369 7149 400 336 415 385 360 799 392 360 415 431 415 431 446 431 446 462 27 202 139 264 168 315 201 363 234 385 268 297 715 350 754 1: 3011 11-1 744 5 757 371 371 r,, 3/5 386 1 • 7.. 28 188 174 246 150 293 181 350 710 371 7411 276 193 3265 7.11.- 371 ' •• 21.9 386 .1113 310 7.19 345 740 386 316 400 345 359 351 400 414 393 414 429 29 175 117 229 135 273 167 327 189 359 716 258 1,:1 304 740 359 247 372 718 289 711 322 7:.9 372 .41/ 7 386 140 335 I6. 386 31.4 400 366 400 414 30 164 101 214 121 255 141 306 111 347 195 ® 284 184 345 279 360 254 270 794 301 7.14 360 21.1 373 1.1 313 7146 373 377 387 30/ 342 2 387 400 31 153 91 700 111 239 13! 287 155 332 117 225 147 266 114 323 1914 348 721 253 116 282 /17 346 241 361 /84 293 259 361 !41 374 '. 6 320 .110 374 M1 387 32 144 83 188 101 224 121 269 141 311 161 212 174 249 155 303 180 338 706 238 160 264 143 325 1/5 350 750 275 7.15 342 2/8 363 115 301 732 363 379 375 33 199 11/ 234 141 285 164 327 188 223 146 249 u6 305 >05 339 275 258 714 322 7511 352 781 283 751 352 1M 364 3.• 34 187 101 221 179 269 150 311 112 210 13:1 234 161 388 187 .329 215 243 196 303 778 341 76J 266 735 332 274 3"4 3 35 177 98 208 114 254 137 294 158 199 177 221 147 272 177 320 197 230 180 286 209 331 241 251 7)5 313 751 34- 28 36 167 90 197 109 240 176. 278 145 188 112 209 135 257 158 310 181 217 165 271 197 322 721 238 190 296 231 333 26 37 178 103 198 125 243 145 293 16/ 206 157 256 111 314 204 225 182 280 C 324 71. l 744 38 169 95 287 115 230 134 278 154 195 140 243 163 301 188 213 168 266 315 196 f 27 39 160 88 178 1116 219 124 264 142 185 134 231 151 286 171 202 155 252 1 181 1111 f08 40 152 82 169 98 208 115 251 137 176 120 219 140 272 161 193 144 240 29 168 1 228 ( 284 15011 1/Y 41 • 167 112 209 1.111 259 119 183 134 42 159 104 199 171 247 179 175 121 218 271 145 t 167 43 1 I 152 Y/ 190 113 235 130 167 116 1 25>8 208 5 t5 1,1 I 44 - 1 145 94 181 105 225 171 159 1411 198 247 I/O 45 ...Indicates Nominal Depth o1 Steal Joists only. fApproairnete Welght• per Linser Foot of Steal Joists only. Accessories and nailer strip not Included. •tSee Menufecturers• Catalog for detelled information on speclllc joist types. 45 1102 1190 236 8 46 i ( 146 94 22 36 1110 7 47 j 1:1 103 Vii 48 1 1 1 04 167 27 LOADS ABOVE COLORED LINES ARE GOVERNED BY SHEAR. Tests on steel joists designed in accordance with the Steel Joist Institute Standard Specifications have demonstrated that the Steel Joist Institute Load Tables are applicable for concentrated top chord loadings (such as are developed In bulb -tee roof construction) when the sum of the equal concentrated top chord loadings does not exceed the allowsble uniform loading for the joist type and span and the loads are placed at spacings not exceeding 33° along the top chord. Adopted by the Steal Joist Institute May 31, 1961. This Table in accordance with Simplified Practice Recommendation filed with the Commodity Standards Division, Office of Technical Services, U. S. Department of Commence. 0 m z m toe 0 N 2 m 70 CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe. AZ 85281 T: 480 - 774-1700 F: 480-774-1701 Job Name Job No. i l — (4040 Sheet No. (p Date 7111 1 _ 11111 11114,11P1Pit ti::a2garitt, ■■G7.Ri�17/it■� ■ 174. ■.1 ■■ ■■■■■ .s.....-�1- _I. _ i 1 - 1 �. � •' Iliad_' ..��a1�r/ J ganlliti!!L��ifirM. fi� : lmommos� mom= arNli& nummt anim N i i►t�ut- -.-- BOON / /�I�/ /mss ■■II■■ Rill ■ ■■/� ■ •■■ I ■ B r r .1---14. I I t FIEN--t--- -1-4-4 Mil ... . i _ i..T..._ il ,. ..-i, ■ (. ■■ ■■■ P■lg111PRI.D9OPD ■■■.■ ■■■NU■ ■ ■■■■■N f 1 ■ ;i I ■■ ! 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' i �1.6 ;Mel 6....1 a:- �J•�- � two - --� e'Z _ - ! - .1- S 146 - - •11161111•o1111IS1111MIM*MPA d0Nr - _>=;__ - -IT; -�1�- - - -:- M1111111111.11 NM I . -f -_: 1 a 1' i - - -T -1- _..- �� -_. _ ... 1 4 i J f i ■ -{' • i-_' � _ 4 __1 • f .__� i._i. _ r _ ._ _' .IIF_,._ _ _L -.- r' -«._ _ �._.i _.... -._- I. iNiiOiIUiII; �. � r,t- - , ._. . , .. 1. !!E!oIi!! � -._.i i - -,• - t..;. -_ 1 J. 0 B Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.46104 Longitude = - 122.25883 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 Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.46104 Longitude = - 122.25883 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 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 2005 ASCE 7 Standard Latitude = 47.46104 Longitude = - 122.25883 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa SPS) (0) 0.2 0.953 (SDs, Site Class D) 4- 1.0 0.493 SDI , Site Class D) CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Sulte 200 Tempe. AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name S "n Job No. Sheet No. q By ILA Date '7 1 11 KINIIIIIMINIR 71 1 i - ---a- - , }- ttj I - , l : I i • ii� MINiiii . .,. . _ 1 .. } 1 Mill; .4 - - ._. • 7 ,-, ii F -1 A !LIRE E. nimbi - ' 4111 • 414 1 r - -i- - ---- i +' 1y_�__�'1_- -_t I i ,-- ,_-i __ __ ti- r- I 1 •--1_4,_ 1 - __' - -"=_ -'j��. j--t }�'''�- I , J-- -F -__'- __., y` .. -. _ _ -jj7 --1 "r-r- a { .7 • I J -1 • - , J ! i-- - -1' -- J_. -'i . -i- ', i- L rr -1-- —4 ..1. • i .__, INI _ _ .— ;. ..... I � , } i I, _._.. ,�.. -} - -1 y- '�._L- ._t_ ..1.i t - •- _.• Y- 4 } ,. L t - r - a- ; .. _ '_.._ _ .. _? i _ __ .. -_ _ _ t - _,- T I� - 1..-i.:1 _t.. 1 -'- -- 1 -, 1 .... _t ' ...._.��_l..--- t � 1 �. '� H. • -- -- _. ^-7-7 1 '- -}--- 3 r- _. -�'- ._ . { _{�a.. ! f 1 -... ., �. _• _ r-- -.1 - -' — , f J - , i - -� -- - ",---F-I-1-4'+- J ' - ,.. - .r_,_.. -- _ r.. -,-{ - - - i . -.1_ i -- I -1 rl . � -.L. 1... 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T, � `j _' j- . . t- -j j . �, _ t L 111 • PRCU1T FITCH Fitch #: PSN -10 -016 Store #: 530 REVISION BULLETIN Division: Pac Sun Revision Date: 08 -16 -1 1 Project: Southcenter Shopping Mall Revision #: 6 Location: Tukwila, WA Engineer: NP Per: Pacsun This bulletin, if issued after the execution of the contract, described proposed revisions of the contract documents and requests from contractor, the amount of change, if any, in contract sum to accomplish the work described. It is assumed no change in contract time will be necessary unless contractor submits written request for time extension, including justification, with his proposal for work described in this bulletin. Except as otherwise described herein, or as shown on drawings issued with this bulletin, current contract documents apply to proposed work. This bulletin is not an order to do work. After receipt and review of the proposal requested, a change order will be issued to authorize execution of the work, or portion thereof, if the owner so directs. Proposals: Submit proposals for change described herein on contractor's letterhead. List each item individually as listed below: Sheet(s): Description: A100 Storefront entry /doors revised. V A200 Storefront entry/doors revised. t A300 Recessed lighting added above storefront entry. A400 Storefront enlarged plan revised. A402 Storefront entry/door sections revised. t/ A405 Storefront entry detail revised. // ✓_ A407 Storefront entry details revised. E200 Recessed lighting added above storefront entry. E300 Panel schedules and load calculations updated per additional lighting. / REVISION N0:1 bw l (,) 1 RECEOVE� AUG 25 2011 PERMIT CENTER Signed by: Cassie Holland Date: 08 -16 -11 Copies to: PacSun Designer, PacSun Construction Manager, PacSun Vendors 16435 North Scottsdale Rd., Suite 195, Scottsdale, Arizona 85254 phone: 480.998.4200 fax: 480.998.7223 www.fitch.com July 19, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Amy Diekevers Precision Permits 75 60th St SW Wyoming, MI 49548 RE: Correction Letter #1 Development Permit Application Number D11 -161 Pac Sun — 650 Southcenter Mall Dear Ms. Diekevers, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -161 W:\Permit Center\Correction Letters\2011\D11 -161 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 18, 2011 Project Name: PAC SUN Permit #: D11 -161 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide details for the two cable - ceiling clouds including the other suspended track & banners systems, providing a method of seismic /lateral restraints. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. C Department of Community Development Jack Pace, Director • City of Tukwila • Jim Haggerton, Mayor June 15, 2011 Amy Diekevers 75 — 60 Street SW Wyoming, MI 49548 RE: Incomplete Letter #1 Development Permit Application D11 -161 Pac Sun — 650 Southcenter Mall Dear Ms. Diekevers, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 8, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Jenn Perm fer Marshall t Technician Enclosures File: DI 1 -161 W:\Permit Center \Incomplete Letters\2011'D11 -161 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: June 14, 2011 Project Name: Pac Sun Permit #: D11 -161 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a completed Washington State Energy Code Lighting Budget Form. 2. Please provide a Means of Egress Plan. This plan should show the main egress path or paths that connect the exits. The required width of this path or aisle should be included. All points in the space must be within 75 ft. of this path. Emergency lighting needs to align with this aisle and needs to meet the intensity requirements of section 1006.4. The emergency lighting as proposed does not look adequate. We will be testing emergency lighting with light meters. It is acceptable to include a note that states the required emergency lighting intensity per IBC 1006.4 is to be installed along the main egress Aisle. Lighted exit signs should also be included in the egress plan. 3. The codes referenced on the cover page are outdated. Please update. 4. Please note that we require a separate building permit for the rolling racks in the stock room. Engineering calculations and plans will be required with the submittal. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -161 DATE: 08 -25 -11 PROJECT NAME: PAC SUN SITE ADDRESS: 650 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued EPARTMENT uild'g Division rnN o, ublic Works ii A1M N�P� ci Fire Prevention Structural ll NIA 01' Plan Ing Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: cx1 Incomplete DUE DATE: 08-30-11 Not Applicable -(1 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 09 -27-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 "'PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -161 DATE: 08/01/11 PROJECT NAME: PAC SUN SITE ADDRESS: 650 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPART ENTS: B ding i ision Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete xi Incomplete DUE DATE: 08/02/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08/30/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PE x • T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -161 DATE: 07 -08 -11 PROJECT NAME: PAC SUN SITE ADDRESS: 650 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPAR MEN S: �Sding ivlsion Public Works ❑ Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07 -12 -11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route IN Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -09-11 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -161 DATE: 06 -08 -11 PROJECT NAME: PAC SUN SITE ADDRESS: 650 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTME TS: �� B,i di • tirsi•n . II u lic or s A -���� Fire Prevention Structural Nth (°' t4 . Planning Division 4j Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete nIncomplete ty DUE DATE: 06 -14 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: fl/4 5-1I I LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:______ TUES/THURS ROUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 07 -12 -11 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PROJECT NAME: �G( ,r vyl PERMIT NO: 01 1 1 SITE ADDRESS: 110 SOOSC•e i f,.,c•• MAP P ORIGINAL ISSUE DATE: 9,1,-di1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT�IA�,S W� 1 8 -)s-4( q -1E- �1 rr Summary of Revision: rt t 64a►^e 4Knnvt' Received by: j )c A W1 Gb)af) t ✓A REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -g - 1 1 Plan Check/Permit Number: 17 \`- \\Q\ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # - Revision # ` after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:RfS SV- Project Address: Contact Person: a ( \O\ I4e S Phone Number: Ln( 1p - qz- Summary of Revision: &Ors r-e •,%e 2 Q. SS kqrct\ (AAA c oves 1 e.� �eeCir-o •el-\\ wrycQ \�.r ��� ►5 ec�1 �n1 P N0A- cr ' �cxx Sec-k -;0- % c-e \! �S��l jre eX\ 1,�t Qj\ re USet0 MEWED 5.2011 PeRMrr cam, Sheet Number(s): f x , 1200 , A3et) A 4c A iJn2 , !i 1.1, A -W? "Cloud" or highlight all areas of revision including date orevisi Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applicatims\Forms- Applications On Linel2010 Applicatimsl7 -2010 - Revision Submittal.doc Created 8-13-2004 Revised: 7-2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: hup: / /www.ci.tukwila.wa.us CatT D3%'/f:T' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: II -aa' Plan ChecWPermit Number: D11-161 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pac Sun Project Address: 650 Southcenter Mall Contact Person: 4-1'114 lei e VCfs Phone Number: (p / fr ' q /2- 9334 Summary of Revision: , O_Sp »t1.Se. *) (baec: 17,4Y1 ,4,-,yPr 1 RECEIVED CITY OF T UKWILA AUG -012011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: AO '`fg, Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-161 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pac Sun Project Address: �' 650 Southcenter Mall ` Contact Person: -1-lN btu�Lp wr Phone Number: r0/%-uQ ?-Q3aC / Summary of Revision: /92,.90.44 .e LJac J -e f Ond.JBry;r. direT; i'd1 d rock 6f e r-O/54 a i ' 7C/ 771'Ql7 rt.5 ate eelLSS RECEIVED 1 netlike/ CESITIF* Sheet Number(s): "Cloud" or highlight all areas of revision includi g date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on -7^- i- (, t \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Non - Residential Sewer Use Certificatio � bW-t(p( • King County Department of Natural Resources and Parks (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.) 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 �! rl'e ld Corp (Last, �Fiirst,Middt�))leeInky) Subdivision Name,» /cedeP flia t# Subdiv. # //Block # c.e, Building Name (if applicable), 5L 117C1' Property Street Address — Ace City, State, ZIP Owner's Phone Number (_ 7/' / ) Lf / 4/ 33 Owner's MailingAddress l(,diffe n from above) .,,..ems f 'e Ia 7744.111(A 7 bie f3 A : 1aP 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. 8_ Property Tax ID# 26Z 3 Q 0`/ 603'4 Party to be Billed (if different from owner) PAC i' ! c..5wti id fe1 Party's Mailing Address: 5 to nil e\ 4 Ah4fh CA 72_00(0 City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # Demolition of pre- existing building? El Yes rIKNo Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 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 7 2 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 a_ Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 / 3 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 2. 12 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I .2. / Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE 1058 (Rev. 1/03) White — King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: A/0 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B /= 0.5 0.9 RCE RCE RECEIVED CITY OF TUKWILA JUt4 0 8 2011 PERMIT CEN'TEP I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ / Representative Yi1 Vitine-5 Date 6 3 — / I Yellow — Local Sewer Agency Pin Sewer Customer ®, Contractors or Tradespeople ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HARDESTY & ASSOCIATES INC UBI No. 601423943 Phone 9497232230 Status Active Address 500 E Balboa Blvd License No. HARDEAI066PP Suite /Apt. License Type Construction Contractor City Newport Beach Effective Date 10/17/1994 State CA Expiration Date 11/17/2011 Zip 92661 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HARDESI099DG HARDESTY & STONE INC Construction Contractor General Unused 3/7/1991 7/2/1993 Archived Business Owner Information Name Role Effective Date Expiration Date HARDESTY, ROBERT D Cancel Date 01/01/1980 Bond Amount HARDESTY, ROBERT E 7 01/01/1980 wa13466 HARDESTY, WILLIAM 5 Until Cancelled 01/01/1980 HARDESTY, LORI A /2009 01/01/1980 PLATTE RIVER INS CO ALLEY, RICHARD Agent 01/01/1980 09/01/2009 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 MERCHANTS BONDING CO (MUTUAL) wa13466 09/08/2009 Until Cancelled 512,000.0009/14 /2009 6 PLATTE RIVER INS CO 40069657 09/01/2003 Until Cancelled 09/01/2009 512,000.00 09/08/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name, Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 SCOTTSDALE INS CO BCS0023302 10/25/2010 10/25/2011 $1,000,000.00 10/25/2010 15 SCOTTSDALE INS CO BCS0020742 10/25/2009 10/25/2010 $1,000,000.00 10/27/2009 14 FIRST SPECIALTY INS CORP IRG57154 10/25/2008 10/25/2009 $1,000,000.00 10/31/2008 13 CTOEADFASTINS SC03557421 08 10/25/2006 10/25/2008 51,000,000.00 10/25/2007 12 CO ADFAST INS SC03557421 0710/25/2006 10/25/2007 $1,000,000.00 10/30/2006 11 CO ADFAST INS SC03557421 06 10/25/2004 10/25/2006 51,000,000.00 10/27/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/22/2011 1 as (0 as O ha 1 a ha ha ha 'p. Plan r t lomat is subject b en and o ** \ Approval of r ► + i . documents not authorize the *dawn adoped r code or i h ordnance. fkicept h .I of f t a P eyItIiiII and • r 1 C♦ . ,a\ M tlt \ \- M ,H j.^•f- . vH .a51 ,U -:`.h, C.+'., - .,tl`. ,Y.1 ,t\ H ♦. {L H M\ ,~tip, \�,c. �ac�v..M^aas -. � �s \ „E'c��;,•,t,�l, ♦..n �¢�c. �:� ,�y�sa \*�a.,Hv;�� y�,,,a:, b� ,u�i.�. �.,,..�,� � ". F �. , H\` a�a. \ a'�.wc- ,. ,s` c, ca� t R\ ,. .ch c, � � �. ` ~+ l • .�C ;: "�:~ � � �" v �,.a `R ♦4a „r `�,` '�a` �° �` `h+°` `\ \1`` \,` �r �, ,� �;. ayna+ `�M `c�,F'^''O�*saM'"�>,o mac' 0 SI -0" 7 " WOMEN'S TOILET ROOM ❑ KERS 31 -4" I. 4' -q R.O. D-6 31 -4" R.O. ,4" 4' -0'i HALLWAY 4' -0" 2 t1T ' -10" D-5 MIN. MATCH LINE' II HI Ij 3' -3" n 51 -O" R.O. MALL SERVICE CORRIDOR City Of "R&M WILDING DI ON d` O TYP D-4 3' -3" f /ZJ' / /Z/ Z /Z /Z /M�% " R11d1 D-4 F. R.3 /zz���/ I M5 C D A FITTING ROOM ALCOVE 4 .1 10 600, 18' -6i" F.D. (q) STANDARDS @ 24" O.C. = 16' -0" 5 c _ ( \ \ _° o 1 I a 1 NC i� � as ® \ CO / / r 0 ,,y r-F 1 IT i�7i�� 2 60 REAR SALES AREA 311 EQ. 3" 1138' -2" OVERALL 13' -2" (6) STDS @ 24" O.G. = 101 -0" \S� +., �� �r `^'�, \s•,..- ;,\�ti.,, tiara, .� \�t,a.�.c�a�M•`+e ~ „N.au �, Q. " ADJACENT TENAN 50' -62" (26) STANDARDS @ 24" O.C. = 50' -0" 2 60 4' -7" 3r�8y 3'-4" 4 11 " .acm ■ ■ -H-- 1 0 dye 4' -6" AT BASE CASH WRAP 0 O 31 +0' J 0 REVIEWED FOR CODE COMPLANCE APPROVED SEP 21 2011 City of T 1` ! BU1LD1i sG D V 5101 FRONT SALES AREA se 4 1 48 fi D-2 t MALL L1 LJ 38 ADJACENT TENANT 38 Csl Ara- 5 I t, r r 1 60 60 1 (q) STANDARDS @ 24" O.C. = 16' -0" 3' EQ 3 (6) STDS @ 24" O.C. 3'!}, EQ,43" (26) STANDARDS @ 24" O.C. = 50' -0" 6A, 3' -102" 4 '� -111 \ . 101-00 7111 k (4 11 7' -4" 4 " 5' -8" 18' -68" 13' -2" 50' -q2" 41_411 4 F.D. e 101' -7i" / r k. ♦ a a a ti n ` a` a. a. a- ♦ ♦ v .� -," ,t w,a_ , \ q i:` ` - \. l`tt ♦tt ♦cc, `a�♦i `a ,,, �k \, ~" �.roM --\ "�w ��Wa� ,. h M aa�� aa\ , a, M + h0. `a�'f.. � ♦Ina + \k \h, � ,n`� M � °� �` „ \ ,. \ , \ .n - tL'` v„ \ „ A+ r, \ - p ,. \ \CCb \. v+a�.,c �.•h a♦\hC9h \h.�+`a ,,, � .,. \h „a� ,+ \may" . �,,, � \�.,..�,H+ - t u` �i`c, \1Up`a \l \..,a. °a,.,a+ . h+ . `a -\ v+ , a.,\ ,+ ,) t v+ M �•�, „ P ` � �.,, S ♦fin " '�♦1 'c, s, \'EVM �"a. Y '.�. "° \1++s�� -, �,a ��CU 'n . t� . � . ♦ U +`a� . \i "�v.,.� ,. �W \, `- �h +`a��,+M�� \�M�m "�,v.`� +- u, "� ♦a,t�`� „v,�o` .,, �JMM �. ,"\ ,+` . „ `� a� � . M +"".� , \ , , „",' ♦ M \vn \h \\ � ?t4. \,. " °`�waas\ \hv* -~ xv. ..v. . mss \•as \. , ��� � � V � L V ��� rw "~ � � � `� a � + "� "�r,ra^'�\in. \\c,�` ~" \ \�hK'a♦y?a�c, \i \i a"'i +'�.~ �,v. + "�� +` �t,..� \�v I J 3 5/8" X 20ga METAL STUDS @ 16" O.C. WITH 1/2" GYP. BD. RECESSED STANDARDS PROVIDED BY TENANT, INSTALLED BY TENANT G.G. 3 a1. h O \` SOUND ATTENUATION BATT INSULATION BY TENANT G.G. (ONLY @ DEMISING PARTITIONS) 22" RECESSED WALL STANDARD SCALE 1„_1„_0»' A NOTE: SEE 51-IEET A002 FOR DOOR SCHEDULE SEE SHEET 1/A702 FOR TYPICAL TOILET ROOM DIMtN51QN5. SEE SHEET A501 FOR FITTING ROOM ELEVATIONS AND ENLARGED PLAN. NOTE: MAINTAIN MINIMUM 36" AISLES BETWEEN FIXTURES AND A MINIMUM 44" PATH OF TRAVEL FOR EXITING PER A.D.A. REQUIREMENTS PLATFORM /DECK NOTE: TENANT G.C. SHALL DIRECT ALL SUBONTRACTORS TO RUN ALL MPE AND SPRINKLERS OVER THE HALLWAY AND TOILET ROOM PLATFORMS AS TIGHT TO THE SIDE WALLS AS POSSIBLE. KEEP THE MAIN AREA OF THE PLATFORM CLEAR. TENANT G.C. TO LASER LEVEL ALL STANDARDS IN THE SALES AREA AND THE STOCK ROOM. USE THE TOP OR BOTTOM OF THE 1" SLOTTING AS A BENCHMARK. CONFIRM 24" CENTERS AT TOP /MIDDLE/BOTTOM OF STANDARDS. NOTIFY PACSUN CM OF ANY DEFECTS IN THE RECESSED STANDARDS. FRAMING LAYOUT START POINT NOTE GENERAL NOTES TENANT G.C. IS RESPONSIBLE TO MEASURE (VERIFY) OVERALL DIMENSIONS, COLUMN SIZE 4 LOCATIONS, BULKHEAD HEIGHT, ETC. OF SPACE AFTER DEMOLITION (ALSO CONFIRM CEILING CLEARANCES AND LOOK FOR ANY OTHER POTENTIAL OBSTRUCTIONS). IF FIELD DIMENSIONS VARY BY ANY AMOUNT FROM THE DIMENSIONS NOTED IN THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOT CONTINUE FRAMING LAYOUT UNTIL DIRECTED BY TENANT (CONTRACTOR SHALL NOTIFY TENANT'S CONSTRUCTION MANAGER IMMEDIATELY IN WRITING OF ANY DIMENSION DISCREPANCIES OR BUILDOUT OBSTRUCTIONS). IF OVERALL DIMENSIONS OF SPACE MATCH THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BEGIN FRAMING LAYOUT BY SNAPPING CHALKLINES OF ALL WALL LOCATIONS BEFORE BEGINNING TO SECURE TRACK. SEE PLAN ABOVE FOR LAYOUT START POINT. IF LAYOUT START POINT IS NOT INDICATED ON PLANS, TENANT G.C. SHALL CALL ARCHITECT IMMEDIATELY AND TO OBTAIN START POINT IN WRITING. ALL SALES AREA AND FITTING ROOM DIMENSIONS ARE HOLD DIMENSIONS AND SHALL NOT BE ADJUSTED ON SITE UNLESS DIRECTED BY TENANT IN WRITING. IF FRAMING CONTRACTOR DOES NOT FOLLOW THESE PROCEDURES, ANY REQUIRED REWORK THAT 15 CONSIDERED AVOIDABLE SHALL BE. DONE BY TENANT G.C. AT TENANT G.C.'S EXPENSE. SOUND ATTENUATION WALL NOTE TENANT G.C. SHALL PROVIDE AND INSTALL 'OWENS CORNING' 4" SOUND ATTENUATION FIRE BATT /MINERAL WOOL INSULATION AT THE SALES AREA AND FITTING ROOM PERIMETER WALLS. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION., TENANT G.G. SHALL PROVIDE AND INSTALL 5/8" GYP. BD. (1/2" GYP BD @ RECESSED STANDARDS) FROM FLOOR TIGHT TO TOP TRACK, 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). 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 (1) HOUR F.R. CONSTRUCTION TYPES AND TYPE IV AND TYPE V CONSTRUCTION TYPES AS PERMITTED BY LOCAL A.H.J. - F.R.T. WOOD BLOCKING 15 NOT APPROVED IN TYPE 1 AND TYPE II -A AND NON - COMBUSTIBLE CONSTRUCTION TYPES. ALL IN -WALL BLOCKING IN THESE CONSTRUCTION TYPES SHALL BE 169a. METAL (MINIMUM 6" WIDE AND SHALL SPAN MINIMUM 2 STUDS). TENANT G.G. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A1OBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. SPRINKLER SYSTEM DRAWINGS SHALL BE SUBMITTED AND REVIEWED UNDER SEPARATE PERMIT. . A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS FOR EGRESS. . TENANT G.C. SHALL REPAIR OR REPLACE ALL DAMAGED FIRE - PROOFING WHEN APPLICABLE. ENTRY DOORS SHALL BE CLOSED AND LOCKED AFTER BUSINESS HOURS. COMBUSTIBLE MATERIALS SHALL NOT BE USED ABOVE CEILINGS WHEN HARD LID CEILING 15 SPECIFIED. REFER TO RCP ON A300. . ALL SECURITY DOOR AREAS SHALL BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND 50 LOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) . EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTGANDLE (MINIMUM) AT FLOOR LEVEL, THROUGHOUT EGRESS PATH. . ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE OR LOCAL FIRE MARSHALL SHALL BE INSTALLED AT REAR SERVICE DOOR (NOT APPLICABLE FOR EXISTING REMODELS). 10. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 10 OR MORE PERSONS. 11. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE EXIT HALLWAY SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 12. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS WITH 90 MINUTE BATTERY BACK -UP. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. 13. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. REFER TO RCP ON A300. 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. SEPARATE PERMIT REQUIRED FOR Ntectalnicai Plumbing Electrical Gas Piping City of Tukwila BUILDING DIVISION rto changes sha!I be 1'", de to the scope of work without pri r ~ ^pproval of Tukwila Cui1d;ng Division. TOTE: Revisions will req;s raw plan submittal and may includes dd 1 Gran review fees. 1 SCALE: 1/4" =1'-0" av �R\ a,M'n\ a,M♦1t h0. yhVCh „wQ\ ''-' '_"I" auy a,V'n aSH\ �hh +Ah,aH�l p,E \� �a r `J'n ,+ U \aa Q� a \ H v, , „L, , H1 tt, •c \ „ R a�R tS'� y,W Ca, h „♦,, y a �S� `y.`h �" - �H\ il H h .ASH\ \aa 4 N� ENV, ,t`.0 s , , \ „ y SH\ s b, Ua: 138' -2" OVERALL :1::fr» 1 v 1 as �r~ Waco MALL STORAGE 45 MATCH LINE-' (6) STDS @ 24" O.C. = 101 -0 Zn �1 VI _I STOCK ROOM 6" 5 1l 24 40 (13) STANDARDS @ 24" O.C. = 24' -0" 47 251-5i" CONSTRUCTION FLOOR PLAN 11 � I L SCALE: 1/4" = 1' -0" u o aco REVISION WALL PARTITION LEGEND CONSTRUCTION PLAN NOTES - (E) INTERIOR OR DEMISING PARTITION TENANT G.C. SHALL PATCH AND REPAIR OR REPLACE 5/8" GYP. BD. TYPE 'X' IF REQUIRED TO MAINTAIN FIRE RATING (U.L. #U465) - (N) NON RATED PARTITION -(1) LAYER 5/8" TYPE "X" GYP. D. EACH SIDE (1/2" GYP BD @ RECESSED STANDARDS) ON METAL STUDS @ 16" O.C. OR RECESSED WALL STANDARD STUDS AS INDICATED ON PLAN. INSTALL GYP. D. ON ONE SIDE ONLY AT BACK TO BACK CONDITIONS (REFER TO SPECIFIC DETAILS). NOTE: AT TOILET ROOM WALLS THAT SHARE SALES AREA WALLS, FITTING ROOM WALLS THAT SHARE NON -SALES AREA WALLS, AND IN FURRED OUT WALLS ALONG SALES AREA DEMISING WALLS SHARED WITH ADJACENT TENANT FILL WITH 3 1/2" FRICTION FIT BATT INSULATION (STC 42 OR BETTER). TENANT G.C. TO USE 6" STUD FOR PLUMBING WALLS AS REQ'D. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). (N) PARTIAL HEIGHT INTERIOR PARTITION WITH PLATFORM ABOVE METAL STUDS @ 16" O.C. (MAX.) WITII 5/8" TYPE 'X' GYP. BD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. SEE SHEET A300 FOR CEILING HEIGHT, WALL IS TO UNDERSIDE OF CEILING. SEE DETAIL 5/A600. - (N) PARTIAL HEIGHT INTERIOR PARTITION METAL STUDS @ 16" 0.C. (MAX.) WITH 5/8" TYPE 'X' GYP. BD. PROVIDE GYP BD ON ONE OR BOTH SIDES AS REQUIRED. SEE SHEET A300 FOR CEILING HEIGHT, WALL IS TO UNDERSIDE OF CEILING. SEE DETAIL 12/A600. (N) ONE HOUR FIRE PARTITION (AND /OR DEMISING WALLS) - 6" METAL STUDS @ 16" O/C WITH 5/8" TYPE 'X' GYPSUM BOARD TIGHT TO DECK ABOVE (TENANT SIDE ONLY) BY G.C. TO MAINTAIN A 1 HOUR RATING PER U.L. DESIGN U465, SEE CONSTRUCTION PLAN NOTES. £N) ONE HOUR FIRE BARRIER - METAL STUDS WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES. EXTEND GYP. BD. TIGHT TO DECK ABOVE OR TIGHT TO BOTTOM OF RATED CEILING. SEE FLOOR PLAN FOR SPECIFIC CONDITION (U.L. #U465) - (N) STOREFRONT WALL (INTERIOR MALLS) - METAL STUD FRAMING, FINISH VARIES, SEE A400 - M03 - (N) FULL HEIGHT INTERIOR PARTITION - 3 5/8" x 20ga. METAL STUDS @ 16" O.G. (MAX.) WITH 5/8" TYPE 'X' GYP. BD. (1/2" GYP BD @ RECESSED STANDARDS) AT ONE OR BOTH SIDES AS INDICATED ON SECTIONS (USE 18 GAUGE STUDS WHERE NON -SALES PARTITION HAS WALL STANDARDS APPLIED). Ol EXISTING DECK ABOVE - 8" STEEL JOISTS (16 GA.) @ 16" O.C. MAX. ® GASH WRAP FIXTURES PROVIDED BY TENANT, INSTALLED BY TENANT G.G. - SEE SHEETS A502 AND E101 FOR ELECTRICAL INFORMATION. /. ♦1 r.+ R In 11- • 1.1 A 11 M/11I Ulrrfl PAIL %fl#%. n1 ^11 v -1I nll Prk 1 A LIt �. JnLLJ OCUSTOM FITTING ROOM LIGHTS /MIRROR. SEE 5HEET A501 FOR DETAILS. OS FITTING ROOM AREA CLOTHES HOOK TENANT G.C. TO PROVIDE IN -WALL BLOCKING FOR WALL MOUNTED HOOKS, SEE DETAILS 3/A501 AND 4/A501 O q O H.G. FITTING ROOM BENCH, SEE DETAIL 2/A501 STOREFRONT SYSTEM, SUPPLIED BY TENANT, INSTALLED BY TEN. G.C. DRAWING TUBE AND PUNCH LIST TUBE, SEE DETAIL 10/A702 LOCATION OF TELEPHONE AND ELECTRIC PANELS (SURFACE MOUNTED), SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 10 ELECTRICAL >. MR ON STOCK 11 WALL HUNG SOUND EQUIPMENT. SEE SOUND PLANS ON SWEET E600. 12 HANDICAP ACCESSIBLE PLUMBING FIXTURES, SEE DETAIL 3/A702 AND PLUMBING DRAWINGS FOR DETAILS. . JLL LLLV 1 M1IVF11- VYYU.J. WALL MOUNTED HANDICAP ACCESSIBLE DRINKING FOUNTAIN WITH FRP BD AROUND, SEE DETAIL 1/A702. 24" X 24" FLOOR MOUNTED MOP SINK WITH FRP BD AROUND, SEE PLUMBING DRAWINGS FOR DETAILS. ls� FLOOR DRAIN, SEE 5HEET P100 16 HANDICAPPED GRAB BARS - 42" AND 36" LONG. TENANT G.G. TO PROVIDE IN -WALL BLOCKING AS REQUIRED, REFER TO DETAIL 5/A702 17 TENANT G.C. TO USE MOISTURE RESISTANT GYP. BD. IN TOILET ROOMS. 18 TOILET ROOM HEAVY DUTY SHELVING ON HEAVY DUTY STANDARDS, SEE DETAILS 15 AND 16/A702. lq 2A10BC FIRE EXTINGUISHER BY TENANT G.G. - TENANT G.G. TO COORDINATE EXACT LOCATIONS AND QUANTITIES WITH FIRE MARSHALL 20 MANAGER'S DESK WITH HEAVY DUTY STANDARDS AND SHELVES ABOVE SEE DETAIL 3/A703 21 MANAGER'S SAFE (PROVIDED BY TENANT) TENANT G.G. TO BOLT TO FLOOR, FACE OUTWARDS. 22 MANAGER'S FILE CABINET 23 BULLETIN BOARDS (4) - 36 "14. x 48"1-1., BOTTOM OF BOARD TO BE MOUNTED @ 36" A.F.F. EMPLOYEE MICROWAVE AND REFRIGERATOR HARDWARE BIN, SEE DETAIL 7/A702 AND 8/A703 BAR BIN, SEE DETAIL 6/A702 AND 7/A703 IC) EXISTING STRUCTURAL COLUMN TO REMAIN AS-I5. 0 EXISTING STRUCTURAL COLUMN. TENANT G.C. TO PREPARE FOR NEW FINI51-1 AND PAINT P-6 C) LEASE LINE C) EXISTING DEMISING WALL REFER TO WALL LEGEND FOR FURTHER INFORMATION OAK PLANK HEADER ABOVE, SEE DETAIL 6/A502A I-IEAVY DUTY SI-IELVING ON HEAVY DUTY ▪ SURFACE MOUNTED STANDARDS. STANDARDS @ 24" 0.C. TYPICAL (SEE DETAIL 13/A702). aILLUMINATED EXIT SIGN ABOVE, SEE SI-IEET A300 AND E200. ROLLING SHELVING UNIT. TENANT G.G. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/8" IN 10' -0" AT STORAGE UNIT. LINE OF SOFFIT ABOVE Cq e H "No' V.a a V.a ." ,PaaH`� ,ok\ a `a" " ",... \ a \`o~ 'Cah .,h,Wa� „y ' a's- LINE OF DISPLAY AREA PLATFORM C� `� V� LINE OF PREFABRICATED WOODHEADER ABOVE. SEE DETAIL 12/A503.r `.�iw`+' ♦' yaw. aaia' '' �ves+�.ays'�!ecE� \vwhMS�.wro.rom ' „ uwo` t•~ �yays `+``\.ves`+~`�.vs6`~Wn'.'tm+"" wsxa s ♦'tva.M' vama °�* vn„rass RECESSED WALL STANDARD - SEE DETAIL A ON TI-115 SHEET FOR TYPICAL WALL STANDARD SPACING DIMENSIONS (SALES AREA) 32 ALIGN SorrIT WITII CORNERS or WALLS. 33 HEAVY DUTY HANGROD ON HEAVY DUTY SURFACE MOUNTED STANDARDS. STANDARDS @ 24" 0.C. U.N.O. (SEE DETAIL 13/A702) 34 EXISTING NON :.";ALES WALL SYSTEM TO REMAIN CI EXISTING MOVABLE STORAGE UNIT TO REMAIN 36 TENANT G.C. SHALL INSTALL SOUND ATTENUATING BATT INSULATION IN THIS WALL (SEE SOUND ATTENUATING NOTE THIS SHEET) 37 LOCKERS BY TENANT, BUILT AND INSTALLED BY TENANT G.G. LOCATION OF DSL RACK STEP LADDER (2) LOCATION. SEE DETAIL 6/A700. NEW PORTION OF DEMISING WALL TO MATCH EXISTING. FINISHES ON CORRIDOR SIDE TO MATC1-1 ADJACENT. fts_lEW NETURAL PIER BY TENANT G.C. COO▪ RDINATE WITH MALL MANAGEMENT), GALVANIZED WALL PANELS. SEE DETAIL 7/A700 AND SHEET A200 FOR LOCATIONS. k. EXISTING STRUCTURAL COLUMN AND MECHANICAL DUCT TI-IRU SLAB. TENANT G.C. TO TAKE PHOTO AFTER DEMOLITION AND SEND TO PACSUN DESIGNER TO DETERMINE HOW TO FINI51-1/ENCLOSE. EXISTING 1/2" CONCRETE EXPANSION JOINT METAL CORNER GUARDS - SEE DETAIL 2/A700. INSTALL ON ALL OUTSID CORNERS IN I-IALLWAY AND STOCK ROOM (SUPPLIED AND INSTALLED BY TENANT G.C.) NEW DEMISING WALL. STUDS BY LANDLORD, GYP BD ON TENANT'S SIDE I 4 BY TENANT G.C. 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c -F-cs c 0 , 0 ," C cn ". a) crs CD 0 CI) .5 W -§ 14-3j co 0 LO U) CO 0 CC (1) 0 AAD:FITCH dba FITCH Korb T Deaths's RA AM INN ST& 1144 Mb IN OsotImble Adam MN PHONE 141101 NO-4200 FAX NO01 ON-7223 widishAsm RECEIVED AUG 23 2011 PERMIT \ENTER \.,%.„9,9,276 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE* AS NOTED A 1 0 0 DRAWN BY: PROJECT No.: "N, v „'h•., I.H fit• h•^�vt hv`A h'�^h M'. \- h \t h\ - v� \- .,tom. va'0.- ,H \' NRt pR' to �♦- \ N N h v hH1 v': h,R h \ hH1 M'�v h \ `A h v \ h \ So. p• \- +r > \- tt� ti- v \ vim\'. • Mw'v v `Q- ,tRt ,t'\ v�R vLnty ,Sa:- Hk' hH4' i.R v H\- Saq p,\ p \ a5c \t \ v \ h \- ,H -♦ p_`, wH\ v \ S \- \ ,rt. \ -. 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'`�y, ° ..4, `♦ \ `\ °`�`` `L' `� "'�° �`\ \ �"♦\ '`\ '�c�"p.,� °' \ '`��' .h �° '�`„ �\ ♦ `�, \ t �h "ire \` \ \ ''� ♦ `� .., `'�\`` ``�` '�\``h w`\. \ �`` � \`F \ \\' `G`' �'`ha"45�\l� '\\ \ \ \ '� `C�a" \ "0�° '\lr" ti �a` �"" \` \ "w`` '� ti` \ :` '\� , fi ti 4 EXIT HALLWAY W P- 1 /GP -1 B B -2 T P -1 F F -2 TOILET ROOM W P- 1 /FRP -1 B B -4 T P -1 F F -3 REAR SALES AREA W P -1 B B -1 T P -1 F F -1 CASH WRAP AREA W P -1 5 B -1 T P -1 F F -1 ADJACENT TENANT LEASE LINE FRONT SALES AREA W P -1 5 5-1 T P -1 F F -1 �aa�,aoxoo. ' r STOCK ROOM L- LOCKERS �Y`o :'iii \`�`\` N. 4 BELOW 12' -0" P —I BELOW 12' -0” STOREFRONT DISPLAY W P -1 B B -5 T N/A F F -5 HALLWAY N --GP -1 PANELS BY TENANT G.C. ON ALL HALLWAY WALLS —.. MI MI I 1� `I D® REAR SALES AREA CASH/ WRAP BELOW 12' -0" FRONT SALES AREA LINE OF SLOPED FLOORING IF NECESSARY. SEE BOX NOTE BELOW. MATCH LINE VESTIBULE TO MATCH MALL FINISHES 0 il® IIMIONIMMO ITT. ROOM & ALCOVE MALL SERVICE CORRIDOR B -1 P -1 F -1 A FITTING ROOM ALCOVE STOREFRONT ENTRY W SF- 1/SF -2 5 N/A T N/A F F -1/F -4 • MESH ENTRY DOORS (SEE A002) WIRE s , %MATCH MALL INFILL TO p BACK SIDE OF DOOR FRAME MALL STOREFRONT DISPLAY W P -1 B B -5 T N/A F F -5 F.R.4 /I \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \\ \fit \ \�c� \ \ \ \�\,� \� \�\ BELOW 12' -0" BELOW 12' -0" 11 ,a c a` Q ,\ �+,� ,yam �\ 4\ �� A \ k� �� �� `� \ to \ Den, +�U +`1„v`� ` ♦ � , � w. �1 `,\ � \aa\„ b \ '�, \ \ +`�\ � \ \ W. �U +``�•ca � \, �vP h uc+ \ \ „ r 'n tp„ +a �W.+`,p\ mac, �1,�[• � \\,a +`� va, ��a U aa� , �1 +`a � �\ � � , � •c. � „ � H `, +n � +� \„ �, � +`a� \\, \\ +`� � �+``�� +`�U �17c,+\ `\ �UU. +W. �U +`�U„ � \p+ "^fna`��,JP�b „fi`\\U., +a`� \,ra 'h^�„$ \'S \ \,vaa\\^m+N \^O�,aa�Sp"`^p'.H �,f+•C.S�`N0.�,$�U�„"\ � \'S\ ,a`�,U�,+a' \�'n`cJ" \UAC „o`Gva`' VS\ V 'OUa \'4x5aRa`�M„a`�\ "`�xMa�'.ap”` �4'p,t ,0�„a,\ tlC�,L�fi�vaa�'�M`a^ma`�`C„♦,a� Hav\\„� ,"'� 'cN. \ \U � \ ti \ 'n\\a1�\ \H �1, „ V.0 �1 \h , \ �\ tv. t\i, ^G, ^n h � ^GM � w �♦� 'n ` � \ \, �4 a^C,,, \ \ \ \ \\ \ \ \\ Ma REAR SALES AREA W P -1 B B -1 T P -1 F F -1 CASH WRAP AREA W P -1 B B -1 T P -1 F F -1 ADJACENT TENANT —LEASE LINE FRONT SALES AREA W P -1 B B -1 T P -1 F F -1 = REVIEWED FOR CODE COMPL,NCE APPROVED SEP 21 2011 City of Tukwila BUILDING DIVISION FLOOR AND WALL FINISH PLAN TENANT G.G. TO SET ALL FLOOR FIXTURES IN PLACE PER PACSUN FIXTURE PLAN. TENANT G.C. TO SUPPLY AND INSTALL CORNER GUARDS ON ALL OUTSIDE CORNERS ON THE STOCK ROOM AND HALLWAY TENANT G.G. SHALL REPAIR CONCRETE SLAB EXPANSION JOINT TO LIKE NEW CONDITION PRIOR TO STORE OPENING. JOINT DEPPRESSION (BELOW FINAL FLOOR FINISH) SHALL BE NO GREATER THAN 1/4" VERTICAL. h\+`paw,x`a�. Sa ' a,m`" 4a' W. ap,xN „roa e' N-$4 N ,,,+ ♦V.♦ ,'„\xNS+. a,.x\ Mw r TENANT G.C. SHALL NOT USE CAULK ON ANY WOOD TRIM OR STOREFRONTS. TENANT G.G. SHALL SCRIBE BASE TO k. FLOOR AS REQUIRED. ' •p�.\,.h$\ .pa afi ,,,,,+`p' ` ,,N,„.,r \" „N\\��^*� \ \�.h`” -,,, \\.., N\ -,p, �a 5 SCALE: 1/4" = ,aH\. vpRt `". t,, w� V, H'R ,vvV� \ , �l vv H�- Jv'�- �, \ H \ ♦ �, '0..H\.. ,ti '� Ham, 'Cfi\,, , �. a ?F S ♦ava`° � � \1` \`F �` �`. '`R` � �* ',... "a .\ \y \`i�`,o� � \ �S �` �: '`5�`,♦, ,�"• t`'�•`n`�St.` \\ �. �`` � � � =•. \' \.\' � ``�.. /``w' /\\ \: \'.� }'t \ �1. ``4, \x` �\ \ �\F" \`\ / I \ / k \ 7� t k 4 a k \ S, k 70 70 �� )' rI \\ 1 x� x� x� Il q p U �\ \,,„.„�, a` x ,,, p � ,"..tia „ +a` ,„,„' x \•,.eh+”` t,,,N, F l` „„.,,,,x,,,„. 5,„♦"a x`o.„0- x�4 ,s h +s wa \eh „0” ,,,,,,, x, ,a„+a tl4 %.. ,,,,„Nb ,4%. ,<. x, ..N. a x`.„ �e,.,a xW ` , 4 `.cam„„•`` x"i, tee.♦ `„c„ .. %e,,,„a`\� ,0 %♦,a t„ , ‘ , a` STOCK ROOM W P -1 B B -2 T P -1 F F -2 ADJACENT TENANT MATCH LINE 70 MALL STORAGE STOCK ROOM 1 I0 MEN'S TOILET ROOM ms HALLWAY s • as 1] 1 I 1 MALL SERVICE CORRIDOR FLOOR AND WALL FINISH PLAN (CONT.) SCALE: 1/4" = 1)1H.1(pl TENANT FLOORING AT STOREFRONT TENANT G.C. TO PROVIDE AND INSTALL LEVELING CONCRETE TOPPING AS NEEDED TO INSIDE OF CLOSURE TO MAINTAIN FLUSH SURFACE TRANSISTIONS WITH NO GREATER THAN 1:20 SLOPE. TENANT G.C. TO CHECK WITH CM PRIOR TO START OF CONSTRUCTION, SPECIFY MATERIAL, AND SAW CUT BOTTOM EDGE OF SLOPE FOR STABLE TRANSITION LINE. MALL FLOORING AT STOREFRONT TENANT G.C. TO MATCH MALL FLOOR FINISH FROM LEASE LINE TO STOREFRONT BASE, MAINTAINING FLUSH SURFACE TRANSITIONS. PAINT FINISH NOTE NOTE: SALES AREA AND FITTING ROOM WALLS ARE TO HAVE A LEVEL 5 FINISH FINISH LEGEND ROOM NAME W WALLS 5 BASE T TRIMS F FLOOR RECEIVED WALL FINISH AUG 25 2011 WALL BASE TYPE TRIMS ANDPA MI ER ER FLOOR FINISH REFER TO SHEET A002 FOR FINISH SCHEDULE 530 pRcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. O O miE 0 0 "j 7F.• (I) O O LO = C/)cOF- REVISION NUMBER AND DATE PER LANDLORD PER PACSUN PER BUILDILNG DEPARTMENT PER BUILDING DEPARTMENT PER PAGSUN PER PACSUN PER LANDLORD COMMENTS A07/01/201 A\ /3\ 07/01 /201 0 N N /5 \08./10/201 /05/16/201 0 N N N co 0 AAD:FITCH dba FITCH Kaki T Evw it n RA AU 114$ MA) O.eIIMdk.lK 0Mb 113 0oolbai Adz= 04104 PHONE (41N)) 990-4200 FAX (400) 000 -7223 oora4ioheao 9926 /0)0./11 KEVIN T. EVERNHAM STATE OF WASHINGTON DATEs 5/24/2011 SHEET* SCALE, AS NOTE:A200 DRAWN BY: PROJECT No.: PSN -10 -016 ` DIAGONAL )BRACING AS REQU I RED - TENANT G.G. SHALL PROVIDE AND INSTALL (1) LAYER 5/8" TYPE 'X' GYP. BD. ON SACK SIDE OF MALL BULKHEAD (IF NOT EXISTING) TO CREATE FIRE SEPERATION - SIGN VENDOR SHALL SUBMIT SHOP DRAWINGS TO LANDLORD AND BUILDING DEPARTMENT UNDER SEPARATE REVIEW (NOT INCLUDED IN THIS SET) - TENANT G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE RECESSED DOWN LIGHT. SEE SHEET A300 FOR LOCATIONS. EXISTING MALL BULKHEAD. TENANT G.C. TO VERYIFY HEIGHT AND CONDITIONS PRIOR TO CONSTRUCTION — BREAK METAL OVER 5/8" TYPE 'X' GYP BD OVER 3 5/8" X 20ga METAL STUD FRAMING + 5/8" TYP 'X' GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP. U.N.O. 6" X 16ga STOREFRONT BOX BEAM. REFER TO DETAIL K /A406. ALUMINUM STOREFRONT GLAZING SYSTEM F:a 0 EXISTING STRUCTURAL BEAM EXISTING 4" FIRE SPRINKLER MAIN 6" X 16ga STOREFRONT BOX BEAM. REFER TO DETAIL K /A406. TRACK LIGHTING. REFER TO A300 FOR FURTHER INFORMATION 1 I LLUM 1 NATED STOREFRONT SIGNAGE. REFER TO ELEVATION ON SHEET A400 1/2" CLEAR TEMPERED GLASS 5/8" TYP 'X' GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP. U.N.O. t � H,. ri tH �« fiHH t t t ALUMINUM STOREFRONT GL A IN SYSTEM Z G Y EM T N c0 6" X 16ga STOREFRONT BOX BEAM. REFER TO DETAIL K /A406. RECLAIMED OAK OVER 5/8" MDF ATTACH SIDING W/ 1 -1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. SPRINKLER HEAD AND LINE INSIDE ENTRY SHELF. RETURN SPRINKLER LINE INSIDE CONCRETE PORTAL LEG AND UP THROUGH SOFFIT. 407 ANTI -THEFT CONDUIT (SEE A/A405 FOR FRAMING AND CONDUIT DIMENSIONS), REFER TO ELECTRICAL DRAWINGS RANDOM LENGTH RECLAIMED OAK PLANKS WITH WIDTHS AS SHOWN INSTALLED VERTICALLY OVER 5/8" MDF SIDING ATTACH WITH 1 -1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. 6" X 16ga STOREFRONT BOX BEAM. REFER TO DETAIL K /A406. LEASE LINE Cfi RANDOM INSTALLATION OF RECLAIMED OAK PLANKS SHALL FOLLOW RULES OF INSTALLING RANDOM LENGTH HARDWOOD FLOORING: 1. NO END JOINTS SHALL ALIGN WITHIN 3 ROWS 2. END JOINTS WITHIN 3 ROWS SHALL MINIMUM OF 3" APART ANTI TI -LEFT RANGERS ANTI TI -LEFT RANGERS SCRIBE BOTTOM EDGE OF OAK PLANK TO FLOOR (TYP) TENANT INTERIOR FINISHED FLOOR FLOAT TENANT FINISH TO MATCH MALL FLOORING ELEVATION (MAX SLOPE 1:20) — WIRE MESH AND ALUMINUM STOREFRONT ENTRY DOORS. REFER TO DOOR SCHEDULE ON SHEET A002. TENANT G.C. SHALL PATCH CONCRETE AT ENTRY TO SLOPE FROM TOP OF MALL FLOORING TO CONCRETE SLAB INSIDE SPACE (NOT TO EXCEED 1:20 DLOPE) REFER TO SI -IEET A001 MATCH MALL FLOORING TO CLOSURE LINE MALL FLOORING �v 0 - TENANT G.G. S1 -IALL PROVIDE AND INSTALL (1) LAYER 5/8" TYPE 'X' GYP. BD. ON BACK SIDE OF MALL BULKHEAD (IF NOT EXISTING) TO CREATE FIRE SEPERATION - SIGN VENDOR SI -IALL SUBMIT S1-10P DRAWINGS TO LANDLORD AND BUILDING DEPARTMENT UNDER SEPARATE REVIEW (NOT INCLUDED IN THIS SET) - TENANT G.G. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITI -I MALL REPRESENTATIVE RECESSED DOWN LIGHT. SEE SI -IEET A300 FOR LOCATIONS. BREAK METAL OVER 5/8" TYPE 'X' GYP BD OVER 3 5/8" X 20ga METAL STUD FRAMING ( 6" X 16ga STOREFRONT BOX BEAM. REFER. TO DETAIL K /A406. ALUMINUM STOREFRONT GLAZING SYSTEM MP I PREFABRICATED STAMPED CONCRETE PANELS. REFER TO DETAILS A /A404 AND A /A405 1/2" CLEAR TEMPERED GLASS 6L 1 I LLUM I NATED STOREFRONT SIGNAGE. REFER TO ELEVATION ON SI -IEET A400 2 11 44" 1' -6 n EXISTING MALL BULKHEAD. TENANT G.G. TO VERYIFY HEIGHT AND CONDITIONS PRIOR TO CONSTRUCTION EU ALUMINUM STOREFRONT IN S GLAZ G SYSTEM ( D iv 0 6" X 16ga STOREFRONT BOX BEAM. REFER TO DETAIL K /A406. LEASE LINE WIRE MESI -I AND ALUMINUM STOREFRONT ENTRY DOORS. REFER TO DOOR SCHEDULE ON SHEET A002. ANTI -THEFT CONDUIT (SEE A /A405 FOR FRAMING AND CONDUIT DIMENSIONS), REFER TO ELECTRICAL DRAWINGS TENANT G.C. SHALL PATCH CONCRETE AT ENTRY TO SLOPE FROM TOP OF MALL FLOORING TO CONCRETE SLAB INSIDE SPACE (NOT TO EXCEED 1:20 DLOPE) REFER TO SHEET A001 MATCH MALL FLOORING TO CLOSURE LINE MALL FLOORING 5/8" TYP 'X' GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP. U.N.O. 3' -102" EXISTING STRUCTURAL BEAM EXISTING 4" FIRE SPRINKLER MAIN 6" X 16ga STOREFRONT BOX BEAM. REFER TO k F DETAIL K/A406.-7 11 11 e [111 II 1 1 11 EXISTING STRUCTURAL BEAM sc,r, S.x,+cpfi •— : 1 I I 1 (s J + + + + ti 51" EQ. EQ. 31-7 a q N 0 n LI GI-IT ING. REFER TO A300 FOR FURTHER INFORMATION 5/8" TYP 'X' GYP. 8D. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP. U.N.O. 6" X 16ga STOREFRONT 80X BEAM. REFER TO DETAIL K /A406. RECLAIMED OAK OVER 5/8" MDF ATTACH SIDING W/ 1 -1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. SPRINKLER HEAD AND LINE INSIDE ENTRY SHELF. RETURN SPRINKLER LINE INSIDE CONCRETE PORTAL LEG AND UP THROUGH SOFFIT. REVIIE tD OR CODE COMPLANCE APPROVE:0 SEP 21 2011 City of Tukwila BUILDINIP, nil e” City of Tukwila PREFABRICATED STAMPED CONCRETE PANELS. REFER TO DETAILS A /A404 AND A /A405 REVISION N0,1 k(P( SCRIBE BOTTOM PANEL TO SLAB AND FINISH FLOOR TENANT INTERIOR FINISHED FLOOR FLOAT TENANT FINISH TO MATCH MALL FLOORING ELEVATION (MAX SLOPE 1:20) STOREFRONT SECTION THROUGH ENTRY SCALE 1 1/2 " -1 " -0' A RAI STOREFRONT SECTION THROUG ENTRY RECEIVED AUG 25 2011 PERMIT CENTER SCALE 1 1/2 " :1 " -O" 530 pRcsun. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. cts 0-) .c Q ca. cm O co -El --F-0 L a) cti O U a) = F 0 0 (T_ -5 O O LO = (/) CD I- (1) Z 0 i= UcC u_ w z 0 w 0 AAD:FITCH dba FITCH Kuhn T Ewmham RA NA INN I -ed-- INq, ail. IN weld- Alper E5254 PHONE INN 11911.4200 FAX INN 9as 4923 vosiohaal KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 fifi 11/2" = I' -O DRANK SY: G PROJECT No.: SHEET: A402 PSN -10 -016/ 530 P COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. -c ca 2 .2 0) O m'aj -(7) L OCD 14E1 a) -5 0 0 CtS ■ O O = CD co I- Cn J W D Z 0 CC CC w 0 AAD:FITCH dba FITCH Ks* T Evernhoni RA MA UM IWO 9oafaaalo MIX w IN OaolladYa Adman OO254 PH= 4100) 990 -4200 FAX M001900 -7223 ruallioksam KEVIN T. EVERNHAM STATE OF WASHINGTON DA" SHEET: -°- -, SCALE: Z AS NOTED DRAWN CM ki ' ■ v v ip PROJECT No.: PSN -10 -016 5 " 14" 11" LINE OF PLATFORM METAL CHANNEL D ' A G • 407 LINE OF SOFFIT LINE OF PLATFORM ' BELOW (REFER TO • • 40 ABOVE AT +10' -2" BELOW DETAIL B/A407 ) a` qS �'" • 40 �` Sh\k C,.\ A �h \ a" `��, �'" \\�° M\4 \.\ \M\ � \ \' +.V1i,- VU,h \' q,\\\� W \l' VU�0. V ;,k U \mil \.� \�\ \t \\ \,��0. � 4\ PTV .n,h\ �\ \"\ w \Y \- V�"\ \' vb"Y \- V�h\ \� +,YV`V, �.}V\\ � \\ 'C \ fiS � \\ fi a J C JV W�� `�� '�� �,� ^N; \� �, �` _ �,,\+ s v . ,,\, y,\ � 3 \'�' , \"x"'a` \a``p \'� \U "` +, � \ °``. �'� \`a' a` \`` �^"`H � "'�" \�` ", a \, O` `�` \ \```fi \`ti„ '�� ` ",` *iy., �` ` "„ �`V` "` '" \'`a � °` \`2' \�` m\ - - " \.4 - 1 \ - \V,'- V\ lV, - \+k - " - V.' - E0. - P`Ch ,U^h Vt\ - \'\ V\V0. P� \ \ \ \ \ \ vP 4P\V Cd ti`s V \ \ JV J � J a fi J'Y a �, Via" a \'ti ��, `4 �� `, �`�,,., �` � a +,r \, `"+ \`a � °` �,•`,.+ �\ ` " +a �`"" � \ "`a a`` \ nN V \, v., U, ,�\ ,\+NN � S'Y "t1 d fi S "" ,\\\ l+k �+\ •T\ ` ,l 4 \ . v,. V'�'"`� \b` \ �' \�" v' "'� "' I T T k _ CENTER LINE OF STOREFRONT BOX BEAM ABOVE. REFER TO SECTION ON SHEETS A401 -A403 0 ii `` fI� I ° m POWER PACK LOCATED INSIDE TOP OF PORTAL. H TENANT GC TO INSTALL THE FOLLOWING AT TISt LOCATION: 1. STANDARD DUPLEX OUTLET 2. TI-IE CIRCUIT MUST BE: A. 24 HOUR DEDICATED B. NON SWITCHED C. LESS THAN .5 VAC BETWEEN NEUTRAL AND GROUND D. DEDICATED THREE WIRES FROM THE OUTLET TO THE PANEL E. THE CIRCUIT CANNOT SHARE THE NEUTRAL k I ..;, I I = s: ;; _ - I J I �:_ gill III ■ '`� �® P 1 fi BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT G JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. G I Ni ' WIRE MESH AND ALUMINUM li r = ( 40 -, f :.:.;; :: �L J ;:;'; % I u.& BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. - ANTI THEFT CONDUIT TENANT G.G. 1/2" �� SHALL TRENCH EXISTING SLAB 1 1/2 . .. '' ; :• ::`: RECESSED BLACK SPRINKLER HEAD CENTERED IN ENTRY STOREFRONT ENTRY DOORS PORTAL CEILING ABOVE =� 0 ; J( r\_ //) ` i �� l" RECLAIMED OAK INSTALLED 5/8" VERTICALLY OVER 5/8 MDF 1/2" ATTACH SIDING WITH 1 1/2 FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. .,,. \t.� fi•. �\ a,,, .���,,.,. \�.�,��,,...��\`�.��,� - .` %i ' - ;; 1 si _ _ i ` I �..,�,���,,.�\ OR GROUND l F. DO NOT CONNECT THE GROUND TO THE IG 1" - CIRCUIT, PANEL GROUND IS SUFFICIENT. 1. ;:„ "' t ..` ao - z , ' s s' %::' �I 3. ACCESS PANEL 3 5/8" X 20ga METAL / 1/2" TO BURY 1" CONDUIT 0 I AMPLIFIER ° " G.C. TO PROVIDE 18 Xlq PANEL FOR X 1 6n m �� K • 407 Ill ! • �(i :. STUDS @ 16" O.C. PREFABRICATED STAMPED CONCRETE PANELS. REFER CONCRETE TO DETAILS A/A404 ` e ��� : =; " _ 1y �;� III EQ. EQ. `� L 4 AMPLIFIER fia' `" TURBO ROD +J �� III \� J c) I � . 1 i `.. \V : � u', -""k\'..-----."' ..r+ BLOCKING AS REQUIRED i:si ® 11 ),'' it ALUMINUM BLOCKING AS REQUIRED ) 10 STOREFRONT ® 1/2" CLEAR TEMPERED GLASS :;::;; 's 's i ALUMINUM STOREFRONT I I 'I '$1 '' Ir 1/2" CLEAR TEMPERED GLASS ® IN !r am 5=10 Cf1 _ - v �1! I I H � \ ,, 9 N a +' \^<,\ ,x, N 1 a" S "' , �- P \i ,\ • � � \� w .. , �, ` "` ` \+nom 3 S a a" d ,a' S` a a+` .' as ,"` R +� Q�, N" N V ,..`a `�. N " "y� , � - +� \M` � - N Q y� n y� P `� + "� ,a +``\ „```� fi , "v\ fi "� o +`� ,a`�' S` ``� a� `� . �' a � +.a ��vcs" u \a, '0sv\i;\u'n" � °, ",� \�•,. "M\ �,Era.'�"`�.,,. .w ". � \,n � w \u,+ �o.�,,.\` �� ��vw \�\\,v� \ xr+ \� ,. � ,." \,. � \'<\v+\r" �� wu" "9.wu,., q \�•c. �e.�onv " "^�\, tic �..+ss" oa ,.•* `¢v \�.\ ` �\\w\ c fi . , +a ,a` + \`!� a� \` '° "\` 'a'\` a``�� , +fi as ..a� a`'` a`` a a a° afi as \ \ \V, V V V` h V? ". ' w,\a +n` P V` `\ - "v , +� H , V u P x\, \uw. ``�. t' \ova. \^E a �'v \, `tt\w �.w.. \� w` � \, *�.a\,. +n" `�\� wr` +�nr<., \x\ � . \� rn ,fi` t, a o ,\ v+ e`4 aa` Ym.. }a. �o- '� . \ �h , u+,.. \ , v `� \� \� ,,. � \ , V`~� _. ` �. .. LEASE LINE • 40' BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS C MECHANICALLY FASTENED D CENTER LINE OF STOREFRONT BOX BEAM ABOVE. REFER TO SECTION ON SHEETS A.401-A403 TENANT SIGN A V BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. RECLAIMED OAK INSTALLED •407 407 TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. REFER TODET AM /A407. 51" 1 " 11" CONCRETE PANEL (SEE DETAIL D/A400) ® 84„ VERTICALLY OVER 5/8" MDF ATTACH SIDING WITH 1 1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. / 1' -6" METAL CHANNEL (REFER TO DETAIL B /A407) 14' -411 •( ENLARGED ENTRY PORTAL DETAIL ALE 11 1/2 "=1' -0" t ,C,�. o.-v\j, w\+p,..N� -N," fi.,",w, "- �,.. .tU. e Z\.._ `S' "b* "'C .h ` a EXISTING STRUCTURAL COLUMN ao-- -v"\\. A, fin+ ._ �a+v\j,..a "- fi- \R'�\. "--N "S 'l, .b '\} �w��`h -k ,`.,\r\ �ot.N a+t.\i. ,ov "- s rites +�..--\ -- 4,t. \ \ :a.,..+ "-- \.: "x +o.k}� fi.+ \\ N -\ fit\\ ,o .a\\�ti ,"- fiw \�i,. ,"vac,..p+ \�a +..+a \�,p, \t 'a `\+T �>G "V "S -O "� ��` '0�,.. WALL \\ ' \,.aw\A',. �p v. fiaat\\ �w.\�+ „wv. \. �y. *\ \.\VC. o \ ,\. \, a- b.,v. \, . cw`1, au+'' N, \�c. ,,..\. �.. �\ \ a,vu\\. "-- a, --ks - \\ - ,cw`� �,.,• �,�,\ `�" \� ��a `* 'yv "N. '4 '4. \\` 'C. \` V \ U \v \\ �,`..\ �` "\`t V �'`\ � �'.,. fi v �r," / \\\ \ \� a+�,�aw, a`•� '\ :; % `` ..• "' aQ.�+�� Q.�\y,, 'U V` \ ".a v\ �J" 'h w. `` \„h �o.. - v,v av 4\ aa\\ �fi,r• ,.\ \4` v... �.. �+,\ A\ �,` a�'.Vi. ` � `� � U`'a, �� V \ a fir \ EXISTING DEMISING WALL A • -w RECESSED STANDARDS @ 24" O.C.`\ �: RECESSED WALL ' r 1. ' =' r ;+ ^ Wit° : +a °' " ;' ... " ' �' ;. :: . :. r., w\ g'• °+F. `�--�i ,` `r }r: M`j • ' ,.:... `' ` '' :' .. _.^.• '? �> ,_t :'' °�.' "\ `r �,.``+ ' .. °'''' �;' :.. A STANDARDS @ 24" O.C. __�: �'` ' `f ' 11414 1/2" TYPE 'X' GYP. BD. cis)A 0 s.,„;.4 OVER 3 5/8" METAL STUD " \ FRAMING @ 24 O.C. SEE " DETAIL A /AI00. • l0D I' i 1 1/2 TYPE X GYP. BD. 4 OVER 3 5/811 METAL STUD , FRAMING @ 24" O.C. SEE DETAIL A /A100. \ S P -t 4.0 e ,,., i \ \‘.;,,, EXISTING t 4 HIGH BASE BELOW 4" HIGH BASE BELOW \ I ,; r'` ti LINE OF PLATFORM BELOW \ LINE OF PLATFORM BELOW SOUND ATTENUATION ` ,`'�'` '^ �' '+' • j +`;; +:$o �'`1 5/8" ? BOLD STUDS INDICATE (2) 3 5/81 x 16 a. BATT INSULATION a "DEMISING �r G WALL fi "a Q V=, 4 NEW DEMISING WALL BY TENANT G.C. (5/811 TYPE 'X' GYP BD OVER METAL STUD FRAMING. ADJACENT TENANT,.. SIDE TO BE FINISHED `WITH LANDLORD PAINT) ,° BOLD STUDS INDICATE (2) 5/8" .f. 3 5/8 x 16 a. METAL \ STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX %BEAM ABOVE. REFER TO F': °,F {r:., ` '',J ° "`" ``"' F ,. ;' _i. • •,;�f METAL STUDS MECHANICALLY FASTENED fi TOGETHER TO SUPPORT JOISTS BOX •, BEAM ABOVE. REFER TO DETAIL K/A406. �� 's°- L "�# ` ,. CODE ug�.�N L ` ,E 1 C6�� 'L.e'�,.G v�o 2..mva �v�.•f"3' APPROVFO !I SEP 2 1 20 1 City of Ts, �: s \ r°in� t+°iIsa;t n ?� BOLD STUDS INDICATE (2) 3 5/8 x 16ga. ti METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM � �,,; .. SOUND ATTENUATION ;�; BATT INSULATION 'X' ABOVE. REFER TO DETAIL K/A406. 'X' ® 5/8" TYPE GYP. BD. OVER 3 5/8" METAL STUD ' FRAMING @ 16" O.C. P -1 r f LINE OF SOFFIT ABOVE ': _ AT +14' -10 3/4" ,/,/- ® a '' a x `• [ J � \" _ ° ,� �f `' �;x ,• . <, 5/8" TYPE GYP. BD. �, ( LINE OF SOFFIT ABOVE _..�._. . . 0 N'O. b\\tko( `i RECEIVED AUG 25 2011 P�ITGENTEP z Q NEW DEMISING WALL i BY TENANT G.C. (5/8 " TYPE GYP 8 PE 'X' G D OVER METAL STUD FRAMING. ADJACENT TENANT = SIDE TO BE FINISHED WITH LANDLORD PAINT) BOLD STUDS INDICATE (2) 3 5/811 x 16ga. METAL STUDS 4. MECHANICALLY FASTENED AT +14' -10 3/4" : • j. 3:' $" TENANT G.C. SHALL INSTALL i BLACK ARMAFLEX AT ALL • , " °` • �'� T T �� ` , °. ' " ��,,: "' \" .: :. TENANT G.C. SHALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEDDED JAMB AS NEDDED { �. LOCATIONS I s -e <; . A BLOCKING AS REQUIRED a e BLOCKING AS REQUIRED b , ALUMINUM , ( ],µ v ,, ,• - -� ti .... s DETAIL K/A406. J ALUMINUM NEW NEUTRAL PIER BY TENANT G.C. (5/8" TYPE 'X1` GYP BD WITH PAINT PROVIDED BY LANDLORD) ( FIRE CABINET PROVIDED BY LANDLORD AND ,INSTALLED BY TENANT G.C. 1/2" CLEAR BRUSHED ALUM. REVEAL (NO SCREWS) . �, # ! :, a STOREFRONT® STOREFRONT r , • ., ' 1 , % •• . ', �I i TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. , REFER TO DETAIL K /A406. • 1 _�_� , c` i r; , �! y. �� 6 Ja -\ i ... .:. ••. - . :�. : ::� .... ,..� :, -. _ _ .� .. °-� 11 GLASS EG R TEMPERED t 2" „ 6111 NEW NEUTRAL PIER BY TENANT G.G. 5/8" TYPE 'X' �p GYP BD WITH PAINT s PROVIDED BY LANDLORD) 1/2" CLEAR BRUSHED ALUMINUM LPOP-OUT LEASE LINE $° 6" HIGH STOREFRONT BASE BELOW MF t 1/2" CLEAR TEMPERED ar GLASS ® " HIGH STOREFRONT 11 I 2n =� BASE BELOW® BLADE SIGN ABOVE POP -OUT LEASE LINE ` w W``+ ,325'Q,w.`a`"�.�+„a. 'W,w" "'�'t\uca`"'0.cw^ "M F, i a"`''onw" \ may° v. a`` occc' ice"' °'cvw ""0.wa'd -' hem+` iw` `^�mro' \w v+" �vu`a`',aaw++"°iQ\w"a' �vao-*' `C2aww""0ecro` "em6�"\N. ^* `?a REVEAL (NO SCREWS) ^owa.\"`+c x. `� "Wv,v"° nv'a ",tea v'"'navv ^�\,*`+ \'\ma ` �"` 1 11_7 �� a� p .... �0,„ ..a \4ec• „O` `�` emV'�,, y� a'� ,�\ �teco. `fi vo-' • .., ,+" v, .. Wu ,c�, +" Worn*,` p� V. ,ate �a�, p ,cam �� q, ,�y, ,,A, -ate .may a ,, "0nxx` � a,.. w„, „re0,w., `Ya..ed` w" ro6o- u° V.\v,,,,, s ',„„.„oS�' i0_,,,,,,„s�"h\.,\, ,,,,:,m^` \\ SCALE SCALE USED SCALE 6 " =1 "_0" NEUTRAL PIER DETAIL Ii 1 /2 " =1 " -0" NEUTRAL PIER DETAIL Ii 1/2 " =1 " -0" 530 P COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. -c ca 2 .2 0) O m'aj -(7) L OCD 14E1 a) -5 0 0 CtS ■ O O = CD co I- Cn J W D Z 0 CC CC w 0 AAD:FITCH dba FITCH Ks* T Evernhoni RA MA UM IWO 9oafaaalo MIX w IN OaolladYa Adman OO254 PH= 4100) 990 -4200 FAX M001900 -7223 ruallioksam KEVIN T. EVERNHAM STATE OF WASHINGTON DA" SHEET: -°- -, SCALE: Z AS NOTED DRAWN CM ki ' ■ v v ip PROJECT No.: PSN -10 -016 3/4" F.R.T. BLOCKING (OR USE 16ga. METAL BLOCKING WHEN CODE DICTATES) FRENCH CLEAT BY TENANT (REFER TO DETAIL A /A404) // TENANT G.C. SHALL TRIM METAL CHANNEL WHERE SIDING FROM SOFFIT CONNECTS WITH PIER 1 3/4" ;t- NT SF -2 PANEL, SUPPLIED BY TENANT, INSTALLED BY TENANT G.C. METAL CHANNEL BY TENANT INSTALL PER VENDOR'S INSTRUCTIONS LINE OF SOFFIT ABOVE a k LINE OF ENTRY CEILING ABOVE \u `+'" 1e.•,�o`` ^C•,}•,'"` Ub1'�d` \ \N"` \4 v�o` " +` \ \K •+ U,�+VPJ �. ,C `� i0. � h���1 \ +�•,aP�� \\ U�` "�� \'�a,•• +''D "\\trhv,Wfi`d��'4�,.ohtl '1�1N++,+ "� "\ \ \u •a" nv \*� 1 . v+p1\ `,p+v tc`tavm.'���vv\ \cpc..v� a�a.\\ a�a +vv\+n„ ",o-` +vv \``�,.v„ 1`.. uva`�,.E \c�u v \41y+. �\`�,. �c,,,,vvc�. vl" wv \�,,.v \\3, r.�,.v.,a.. "•a+ea\,� ��a,nv+ vv HEADER ABOVE 3 5/8 "x18ga. METAL STUDS ) (UNLESS NOTED OT1- IERWISE) ar SF -2 CONCRETE PANEL (SEE DETAIL A /A404) TENANT G.C. SHALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEEDED TENANT G.C. SHALL INSTALL BLOCKING AS REQUIRED BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. WIRE MESH AND ALUMINUM ENTRY DOOR. REFER TO SCHEDULE ON SHEET A002 1- 7n 4 NOT USE SCALE 3 " =1' -0 A METAL CHANNEL DETAIL SCALE 3 " =1' -0" „"uq ,+,R +"'cv +,vim ,pW'�\ +W\\ +,.w u. ,•�\\ 'R ,•„'� „,\ � .� \\ ,s � ,"�, a`a`'c. 'h\ '�. `cam `� c„a�ps,• \,•ysra \\ $,,,� "a..• "�1.a "�`tlfica `,n 1,. • \��„a.,�y1 ,�a "a, ,�"� y\�t" +u� �l\„".,�,,,•`,,, +., �a,.,•z. LINE OF SOFFIT ABOVE w BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. 3 5/8 "x18ga. METAL STUDS (UNLESS NOTED OTHERWISE) Q BOX BEAM ABOVE SF -2 CONCRETE PANEL (SEE DETAIL A /A404) fi �R\ •v,Ht� \l\ tl`�"1,.av -0,� "a v �P^w\" "``�4 \vPa'a; \ \1.SF�a\\ v ` "a tl "" `1 \4y."`a``• \ \tln` "`l.0 ,abl.\ kv, "a1�l. \U a`J"41�,V}`••h "�`a \U u"C lh +o-a "` -�.4 "`C� \4 ••J " \4 t•,a`a,� \\ •, V, DOO JAM @ CONC. PA TENANT G.C. SHALL INSTALL BLOCKING AS REQUIRED TENANT G.C. SHALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEEDED GLASS AND ALUMINUM STOREFRONT (MFG -1) BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. 3 5 /8 "x18ga. METAL STUDS (UNLESS NOTED OTHERWISE) 3/4" F.R.T. BLOCKING (OR USE 16ga. METAL BLOCKING WHEN CODE DICTATES) SF -2 CONCRETE PANEL (SEE DETAIL D /A400) METAL CHANNEL BY TENANT (SEE DETAIL 5/A406) "' \ ,++'" '''', �,r "v\\ \* ,+a,..,+ a., `�'" ,1,.v, ` +emu'Nes" " \� `a,�,.,�y �, "' V"a'c0. aa,3\N.N 'aQU�\\ a,k'R' `gam \ `�•tl�\\ ,."a\� tl�,.,w'N.e' \\*� e,.+.,u.� +aanw•\,�` 8 3/4" 5 1/4" 3/4'' WINDOW JAMB @ CONC. PANEL SCALE 3 " =1' -0" LINE OF SOFFIT ABOVE c• BOX BEAM ABOVE LINE OF STOREFRONT PLATFORM BOLD STUDS INDICATE -(2-j- 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. 6" METAL STUD FRAMING fia `a\\ v "'w`°0. „vmv\ ,.. •\ \\ ,•,•v\ l•,. v. \\� ""'a a. v\\y� ,,.wv. ,t,�a• \\�,a �h "a\�yy,, . v\ �,"v.�'+� $sx�tivvy +a. "`'a. \\ `�aw+a\ ava•y a. ^\, ++, y FRONT FACE OF PIER AND CEILING SHALL BE BUTT AND PASS JOINT COVERING SIDES, TOP AND BOTTOM OF CEILING AS INDICATED .a 6" X 16ga BUILT -UP STOREFRONT BOX BEAM. REFER TO K/A406 SF -1 RECLAIMED OAK INSTALLED.' VERTICALLY OVER 5/8" MDF ATTACH SIDING W I TI-I 1 1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. WOOD TO BE RANDOM. COORDINATE WITH CONSTRUCTION MANAGER voF" \\\ \\v..a,a` ' \� •. .a.: \ \� *w+,. �'w.,. `` � \\>.� .,., �\'n�tl" \\i..,, `� �\v.•,o'' \ti." „° \i..,. \•.”` \�. a. �ti . +` �1... \\ti..,.v \\'w.cS \\+c,..n•`° � .• '� \\u.,,, \\vuo~`` NOT SE SCALE 3 " :1' -0" E BOX BEAM @ ENTRY W`�`+\`t �OwVn\�. tl,,,",\\����,",�'k\� "pN'�\,n. ` +1H�"'QatrUM'�\�i_ �"tl��\\` ` +at,hN.p- a�•A'���"p,d'N.C\.. ` "pt".td� „NE ' \Pa "'n \h +a. Trt 7n RECLAIMED OAK INSTALLED VERTICALLY OVER 5/8" MDF ATTACH SIDING WITH 1 1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. RECLAIMED OAK INSTALLED VERTICALLY AND ATTACHED TO 5/8" MDF N/ FRENCH CLEATS S A,,,�'wy��,o.'ma� �,se�\\�`�agw\�, �a•avan,�� "tea ��,�.."`+h�y� vvy\ \,�a,.'ro� I SCALE r BOX BEAM @ OAK Si 3 " =1' -0" z7 1' -7" PLAN VIEW SECTION VIEW vaw „`�' '�atvro'r" - 'W..'c,�'" �aa�as""`xws` - 'LRiro�"r°'.oueos""¢.'nw`a,•:�t4 .eevo``hi.� w>a �eowvw+ �. +fi , �w°' aue"'. vs��' �o .,.,dtou.�,+"`�tamw�"\'c�.""�' w \�ama,ss" \'�,w.'eo �°' G �v,v 'w�•JaaN \\}�, `$V�`b.'U.. ��,V� \\\a a„Pa \l \ \a app \,14. '"w Yf�` +,P,U'w \tea ",,,•\'1 �a�+,, w, ��, �M\ 4�a$ VU\ 4' �i +,U \ \ \`�t">+E \�,,,,Vh \��JVEh \ \. `,,,Uah'` `",a+M,h^V\� �$,tl�'h'1,�Jv S]k \ \•a "p+t,\ \\\a�tl'w,w�` �, ` a WIRE MESH AND ALUMINUM ENTRY DOOR. REFER TO SCHEDULE ON SHEET A002 BOLD STUDS INDICATE (2) 3 5/8" x 16ga. METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A406. Q BOX BEAM ABOVE c0 0 LINE OF SOFFIT ABOVE 6" METAL STUD FRAMING SF -1 RECLAIMED OAK INSTALLED VERTICALLY OVER 5/8" MDF ATTACH SIDING N/ 1 1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. WOOD TO BE RANDOM. COORDINATE N/ CONSTRUCTION MANAGER TENANT G.C. SHALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEEDED ALUMINUM AND GLASS STOREFRONT (MF -I ) _sa SF -1 RECLAIMED OAK OVER 5/8" MDF ATTACH SIDING N/ 1 1/2" FINISH NAILS (MINIMAL HEAD). SET HEADS JUST BELOW SURFACE OF SIDING. c WOOD TO BE RANDOM. COORDINATE WITH CONSTRUCTION MANAGER ab SC 10" 4`�,tl`aa� \•�.,••,�� \'w,v,.``o `\\, it a`o�ti.•,,, *"+�*tt�"•a"�� \'m+v.a � \'a�m+ac: \ \ \'m " " "� h"�.��v"`� `1 \4�•,+•"0 "\.cuoca`"" ,\. \•,v c "� \•i .``O�`4+i. a,."� \tim "`.: � \'att +,p, +` BZN\S1O N0:1 X11 —I�ol CODE CO ��PLI,�`N APPROVFO SEP 2 1 2011 City of Tukwila UQLD!�NG DiVISIOA BOX BEAM ENTRY CEILING SCALE 3 " :1' -0" as BLOCKING AS REQUIRED 8 3/4" \',w,m•`,arna'a`" '0aoccv,•a"� � "pa �`2cb.,no_'�•vn `a rc+`"� \\`a>hvu"'F \'acts. "`� '00.�c+`"� t�vs+' `�hv",.cw" .ea• �OOaa•a• `a�w+ °op +xa� "�" ,.'cg NOT USED SCALE FULL ACCESS PANEL AT OAK SIDING I SCALE IK 3 1 0 WINDOW /DOOR JAMB @ SIDING SCALE I 3 _1 -0 L SIGN TROUGH /DOOR HEAD a°' � ��'�cw•\\ �.,. \\ a4 aaoea\ ,�yc,.a...\\y, "ova ` " ".,v\\ `a ,• `,,tiv acwv\ `,s-. '� \\a a,,,.n \ ` "v,� \\ \\ ,�,w.wvq c`,,.,.\ ` +1,sm\\ �a�w,ay� aS, ' \\ may + � p`a "A '0.y, a, `o. STOREFRONT SIGNAGE BLOCKING AS `ta REQUIRED. METAL STUD - if \ FRAMING AS 5 REQUIRED 4" MF -1 GLASS AND ALUMINUM STOREFRONT SYSTEM a-0 I S TENANT G.G. SHALL INSTALL ,ak 1/2" BACKER ROD AT ALL JAMB LOCATIONS 6" X 16ga BUILT -UP STOREFRONT BOX BEAM. REFER TO DETAIL K/A406 POWER FOR SIGN RECEIVED AUG 25 2011 PERMIT CENTER ars b 8 1/2" ayS BLOCKING AS REQUIRED h �'aec,�'•'t �°a\�p�".,¢\\ o� `•s a�ewvc++`'P� "'0., xis` v���yvw "°''> °'w,s"+�\a,a'd`0am�^$ "p�eeh� �.ecaves`jtr\m'a` +���ron a��� a'' "•\� tl�`'ad\�•.,,a+\\i�,sn+"u `a"� -'`Riv.c�^'��t' RECLAIMED OAK - ALIGN JOINTS AT TOP OF ENTRY t PORTAL WITH VERTICAL JOINTS. TENANT G.C. SHALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEDDED WIRE MESH AND ALUMINUM ENTRY DOOR. REFER TO SCHEDULE ON SHEET A002. SCALE I m 1 3 " :1' -O" 530 pAc$un. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 0 .c O � (Dc: L a) a) O a U O ...c +� Q O L•) Ci) CC) (l� J w 0 z 0 L.11 rr 0 CD AAD:FITCH dba FITCH KMi T &Arnhem RA AlA Ma Nerd 9ee9dl e k 9edbddb Artier 99!94 MIME 14901 999.4:00 FAX 1490) 99S -722$ suwAlskine KEVIN T. EVERNHAM STATE OF WASHINGTON DATE 5 SHEET: fi e 5/24/2011 SCALE: AS NOTED DRAWN BY: DG PROJECT No.: PSN -10 -016 • • • • • I: r • • • • • U L -1i (TIE -IN) U • • • • ALL SALES LIGHTING SHALL BE CONTROLLED _ THRU THREE LIGHTING CONTACTORS (C- 1,C- 2,C -3) r THE TENANT GC SHALL PROVIDE, INSTALL AND WIRE THESE CONTACTORS. SEE LIGHTING CONTROL DIAGRAM ON SHEET E300. • • L -23 • :: GI TIEIN .:.,,.:..:.,:.,.,...,..., .....,..:...,........... .. , L -25 L -27 17 NL 3: >,: >GI ..GI :<GI ,,.:::,GI :::GI :::.:GI ::::GI ::GI LI .:,GI :.GI : =::GI ;<;GI ::.•GI ..GI (I L1 -1,3 L -3,5 VIA ,:` TIMECLOCK` 5 5:41 :GI f .I :GI . C 15 NL 17 ::;:GI 17 • L -9 19 GI -CI 'GI 21 .: :..:\ .:.: h.:....:..:::\......... w. ti; nv:;.•:: ::v:.:.::vo.4nccvn::V.C.v.:VnV: nY::.vcc.A..c.4.v • `GI (TYP. ) '``GI ,. GI :GI '"`GI - '�`GC ' \`. GI L-19, 21 ELECTRICAL LIGHTING PLAN L -23 A • NOTE: THE REQUIRED EMERGENCY LIGHTING INTENSITY SHALL BE PER IBC 1006.4 AND SHALL BE INSTALLED ALONG THE MAIN EGRESS AISLE. GENERAL NOTES I. WIRIING IN OPEN CEILING SPACE SHALL BE IN EMT CONDUIT UNLESS FLEXIBLE CONDUIT IS REQUIRED. ONLY C.M. CAN APPROVED USE OF FLEXIBLE CONDUIT. EMERGENCY LIGHTS IN SALES ES AREA ARE TO BE PAINTED TO MATCH SURROUNDING COLOR. 2. ALL ELECTRICAL CONDUITS ARE TO BE MOUNTED AS HIGH AS POSSIBLE OR HIDDEN, CONTACT C.M. IF QUESTIONABLE. 3. CONTRACTOR SHALL KEEP ALL M, P $E'S OVER THE FITTING ROOM, HALLWAY AND TOILET ROOM PLATFORM AS TIGHT TO THE SIDE WALLS AS POSSIBLE. KEEP THE MAIN AREA OF THE PLATFORM CLEAR. 4. SEE SHEET E300 FOR LIGHT FIXTURE SCHEDULE. 5. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15' ABOVE FINISHED FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20' AND 25' IN DEPTH, THE MAXIMUM HEIGHT IS REDUCTED TO 44' FOR FORWARD APPROACH OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24' IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL. 6. PLACEMENT OF SPEAKERS AND AUDIO EQUIPMENT TO BE BY 'AUDIO VENDOR'. SEE SHEETS E600 AND E601 FOR EXACT PLACEMENT AND COMPLETE REQUIREMENTS. 7. ALL LOW VOLTAGE WIRING INCLUDING SPEAKER WIRING SHALL BE RUN IN CONDUIT. 8. ALL ELECTRICAL CONDUIT ARE TO BE MOUNTED AS HIGH AS POSSIBLE OR HIDDEN. 9. ALL UTILITIES INSTALLED VERTICALLY NEED TO BE RAN TIGHT TO WALLS. REFER TO ARCHITECTURALS. A €10. ALL SUSPENDED TRACK LIGHTING TO INSTALLED PER DETAIL 10/A701. 11. TOILET ROOM MOTION SENSOR TO BE INSTALLED WITHIN A 4eig HEIGHT. • SCALE: 1/4" .1 1' -0" • • • • • ELECTRICAL LIGHTING PLAN (CONT.) U SCALE: 1/4" El 1' -0" tOM N0: �- REVrE . n- R CODE COMPL ANCE APPROVED SEP 21 2011 City of T ukw,:al i BLIILDU G D VISri" RECEIVED AUG 25 2011 PERMIT CENTER ELECTRICAL LIGHTING PLAN NOTES LIGHT FIXTURES BEHIND MIRROR RECESSED DUPLEX OUTLET MOUNTED ON CENTER BEHIND MIRROR FOR MIRROR LIGHTS 'PLUG -IN' POWER. REFER TO SHEET E100. MI MIRROR ELEVATION ISCALE N.T.S. 0 EXIT LIGHT WITH SELF- CONTAINED BATTERY BACK -UP, CONNECT AHEAD OF ANY SWITCHING DEVICES. (MINIMUM 90 MIN. ILLUMINATION UPON LOSS OF AC POWER). EMERGENCY LIGHT WITH SELF - CONTAINED BATTERY BACK -UP. CONNECT AHEAD OF ANY SWITCHING DEVICES. (MINIMUM OF 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER.) NIGHTLIGHT (NL) CONNECT AHEAD OF ANY SWITCHING DEVICES (TYPICAL). (UNSWITCHED) REFER TO DETAIL A FOR MIRROR ELEVATION, THIS SHEET. WALL SWITCH SENSOR (PIR). HUBBEL "LIGHTHAWK' CAT. NO. I,14- IR -SI -W CEILING MOUNTED SENSOR (MULTI - TECHNOLOGY) AT 12' -. HUBBEL "LIGHTOWL " CAT. NO. LO - DT- W MP SERIES POWER PACK. HUBBEL 'A' SERIES CAT. NO. MP -120A, VERIFY LOCATION IN FIELD. 5PST 20 Al 120V OVERRIDE SWITCH WITH WHITE COVER PLATE. L J -BOX FOR COMPLETE CONNECTION TO FUTURE VISUAL EQUIPMENT. VERI FY EXA C T LOCATION PRIOR T O ROUGH -IN 530 PAcsun. COPYRIGHT NOTICE: OTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of 9 P Y construction, building seizure, and /or monetary liability. co •Q is C/)c: L._ a) a) U O ci (/) -15 O � w 1- 0 w 0 0 w CO 0 w 0 !I 5 z a_ G. z 5 ANDREW C. PANOPIO P.E. 4115 N. 15TH AVE PHOENIX. AZ 63015 (602) 263 -1356 PROJECT NO. 11.096 OB -22-11 DATE: SCALE: 5/24/2011 1/4' ■1' -0' DRAWN BY: STAFF PROJECT No.: SWEET: E200 PSN -10 -016 1 1 SINGLE -LINE DIAGRAM.S. S LIGHT FIXTURE SCHEDULE PANEL SCHEDULES / LOAD CALCULATIONS - - SERIES RATED 65 /10KAIC IMPORTANT NOTE: EXISTING LANDLORD'S DISTRIBUTION SWITCHBOARD MARK SYMBOL MFGR. /DESCRIPTION RESP LAMPS PANELBOARD SCHEDULE L 10,000 A.I.C. BREAKER MINIMUM 5 INFORMATION SHOWN ON ONE -LINE DIAGRAM IS BASED ON LANDLORD INFORMATION. E.C. SHALL VISIT SITE TO VERIFY EXISTING ELECTRICAL CONDITIONS PRIOR TO SUBMITTING 8ID. BID SHALL. INCLUDE ALL COST REQUIRED TO MODIFY EXISTING SYSTEM AS REQ'D. TO ACCOMODATE NEW WORK. 120 / 208 VOLTS 3 PHASE 4 WIRE SURFACE MouNTED 200A MCI MAINS BOLT- ON n'PE C 'JUNO' LINE VOLTAGE TRACK, T4375L SILVER WITH BLACK ADJUSTING A IR+ VN 120V�P 'SYLVANIA' NOTE WIRE SIZE — USE AND / OR AREA SERVED C / B CKT LOADS CKT C / B USE AND ! OR AREA SERVED WIRE SIZE NOTE NO Ph A Ph B I Ph C NO 1 ... 12 LIGHTS - STOCKRM /HALLWAY/TOIL ET/EM /IX 20/1 1 1040 20/1 W RECEPT - C/ DEDICATED QUAD 12 3 120/206V 3PH 414 Cl :::: 'JUNO' LINE VOLTAGE TRACK, T437SL SILVER WITH BLACK ADJUSTING BUTTON � �► (1) 1014 PAR36 LAMP, 7 DEGREE BEAN ANGLE. 1,2 �•..,..:.... 12 - •..,.�•. LIGHTS - STOREFRONT DOWNLIGHTS � ....:..........:.,..:.,.. ....:., . =20/1 .. 750 20/1 RECEPT - C/W PRINTER 12 3 ' ' e t, -? �� a 1,2 15` 12 LIGHTS - STOREFRONT (CLS #1) t. •20/1 20/1 RECEPT - CASH WRAP QUAD 12 3 NOTES L ..,.; REUSE EXIST. METER 1 PER POWER CO. AND ? L.L. REQUIREMENTS. 1 EXIST. 2 SWITCH OOA, 3P, DISC. FIR W/ (3) 200A I I FUSES. (PROVIDE NEW Ld IF NOT FOUND EXIST. I ) CURRENT LIMITER SUB -PANEL "CLS" #T24 -12 -SM ..... , _ • 360 D :., `��� – – 'JUNO' 6" RECESSED DOWNLIGHTS, HOUSING SP6961.1TC, TRIM SP696THZWH A • (1) 6014 MAX 5 •2.:. LIGHTS 20/1 1225 20/1 RECEPT - BACK WRAP QUADS 12 3 � HALOGEN IR+ ;�` :• ......... ... : -..._: ":,,.,,._: 720 a I. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 2, PROVIDE ENGRAVED NAMEPLATES ON EACH SERVICE, PANEL, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER, ECT. 3. PROVIDE LISTING OF ALL. BREAKERS, CLEARLY TYPED AND PERMANENTLY ATTCHED INSIDE THE DOOR OF .AGH CIRCUIT BREAKER PANEL. 4. ALL WORK IN LANDLORD'S DISTRIBUTION SECTION SHALL BE PERFORMED 8Y LANDLORD'S CONTRACTOR AT TENANT EXPENSE. 5. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY TENANT CRITERIA MANUAL AND N.E.G. 1,5 12 LIGHTS - FITTING ROOMS DN. LTS /EM /IXIT 20/1 9 5 20/1 RECEPT -SHOW WINDOW 12 Breaker # Line :Circuit..,:...,,:. Limit Rating:(Am,PP,)..... 180 10 G1 =:- :-� :: . . ...........::, 2' 'LITHONIA LIGHTING' #SS- 1- 17- MVOLT- GEB10R5' MIRROR COVE LIGHTING SYSTEM A (1) 1714 / 120V O FO17T6 /630 / 2214 1,5 1,5 12 12 LIGHTS -TRACK LIGHTS (CLS #2) LIGHTS - TRACK LIGHTS (CLS #3) • :20/1 ;20/1 *20/1 11 113 20/1 <, . 20/1,-• rRECEPT RECEPT - SHOW WINDOW .. .`: . ' "" . . . . - SALES ARE(WALL) 12 ., 12 1 . L-5 °- 2 '; 1 3 180 12 720 2 '.. L -11 1 15 14 3 ':: L -13 1 .:; G2 :::.::: : ........... ... ...: 3� I I I LITHONIA LIGHTING #55- 1- 25- MVOLT- GEBIORS MIRROR COVE LIGHTING SYSTEM A 1 2514 / 120V O F025T8 /630 / 27W 1,5 12 LIGHTS -TRACK LIGHTS (CLS #4) 113 20/1 :; RECEPT - SALES ARE(WALL) 12 4 " :. L -15 1 ss' 900 1e 5 L -17 :. ;' 1 -; '< 1,5 12 LIGHTS - TRACK LIGHTS (CLS #5) :20/1 17 150 . 30/1 WATER HEATER 10 4 LANDLORD SPACE �— 6 L -19 1 2400 18 U • 'LITHONIA LIGHTING' #C 1 32 120 GEB A (1) F32 T6 120V. / 3211 MAX 7 ' L -21 1 ::: 1,5 12 LIGHTS -TRACK LIGHTS (CLS #6) X0 /1 19 113 30/1,.:1 WATER HEATER 10 4 - - - - TENANT SPACE - - - - = "' EXIST. 4 #4/0 (THW) CU., 1 #6 CU. GRD., IN EXIST. 3- 1/2 "C. EXTEND FEEDERS AND CONDUIT 2400 20 a L -23 1 •Q- • 1,5 12 LIGHTS -TRACK LIGHTS (CLS #7) %20/1 20/1 1 ? 103 20/1 :- SPARE 9 ;SPACE 23 22 X "" �' :<` 'JUNO' #NXPB3RWH ILLUM. EXIT SIGN W/ SEALED, MAINTENANCE -FREE NICKLE CADMIUM BATTERY. (3.1 WATTS MAX.) (NON – SALES) A 120V / 277 VAC 10 SPACE _ 1,5 12 . LIGHTS TRACK LIGHTS #8) 125 20/1 :° :' :'` :: :' STOREFRONT SIGNAGE :` :` 12 1,2 11 SPACE - (CLS 1500 24 1,5 12 LIGHTS WRAP AREA 20/1 as 840 20/1 RECEPT - DED. DUPLE( (STOCK RM. DESK) 12 12 SPACE _ -CASH 180 26 TO NEW' PANEL X1 • - 'JUNG' #NXESBIRAA ILLUMINATED EXIT SIGN W/ SEALED, MAINTENANCE -FREE NICKLE CADMIUM BATTERY. (4.8V, 1.27 WATTS MAX.) (SALES — EDGE LIT - 1 SIDED) A 120V /277 VAC 1,5 12 LIGHTS -CASH WRAP AREA 20/1 27 :— 840 20/1 RECEPT -QUAD (STOCK RM. DESK) 12 LOCATION. (VERIFY EXACT ROUTING IN FIELD) :... ._:,....... ' > NEW Z00A! WIZ ROUTE ALL TRACK LIGHTING CIRCUITS FROM BREAKER PANEL "L' TO "CLS" LANDING EACH TRACK CIRCUIT ON THE INPUT SIDE OF THE SUPPLEMENTARY BREAKER DESIGNATED 8Y JUNO LTG. 360 28 1 3 12 LIGHTS - IXIT /EM /NL 20/1 29 800 20/1 RECEPT - T.T.B. 12 F1.7,g57q 7K: 360 30 X2 ::::::::::. 'JUNO' #NXESBZRAA ILLUMINATED EXIT SIGN W/ SEALED, MAINTENANCE -FREE NICKLE CADMIUM BATTERY. (4.SV, 1.27 WATTS MAX.) SALES - EDGE LIT - 2 SIDED ( ) A 120V /277 VAC SPARE 20/1 :.31 0 20/1 TIMECLOCKICONTACTOR 12 3 200 32 12 RECEPT - STOCK RM/TOILETS /REF. 20/1 33 — • ,:3s 1650 20/1 STOREFRONT BLADESIGNAGE 12 1,2 1�� S4 Y SURFACE MOUNTED DUAL HEAD EMERGENCY LIGHT UNIT W/ COMPACT BATTERY PACK. A 120V /277 VAC 3 12 DUCT SMOKE DETECTOR 20/1 400 20/1 MOTORIZED DAMPERS 12 200 36 TO TRACK � - .. -.� -. - - - - - -� LIGHTS . CURRENT LIMITER UBPANEL CIS I 6 SUB -PANEL "L1" 50/3 37 60/3 CU- 1 /AHU -1 (NON- COINCIDENTAL LOAD) 4 ' NEW 200A - Y — NEW WA 4956 38 6 _ 39 1000 FLA =41.3 (CLG) / 12.1KW (HTG) 4 3P MCB 3P MOB 4956 40 <• 6 _ 41 1000 ., ., .. 4 4956 42 `;.._:.......'.. ITOTAL LOAD PER PHASE 13866 13423 12731 13866 VA / 120 V = 116 AMPS MINIMUM 21 CODUIT. NUNMBER OF CONDUITS AS REQUIRED. PANEL "L" • PANEL "L" NEW <� NEW 4 #6 (TWAIN) CU., 1 #10 CU. GRD., IN 1" C. ' „_ , -. . -, S � NEW ........ ...: .. - - SERIES RATED 65 /10KAI C 10 A.I.C. MINIMUM o0o PANELBOARD SCHEDULE L1 :.. ....... .:....y c ANELBOARD SCH E • 120 / 208 VOLTS I 3 PHASE I 4 WIRE SURFACE MOUNTED ':. 200A MLO `MAINS BOLT -ON TYPE NOTE WIRE SIZE USE AND / OR AREA SERVED C / B CKT LOADS CKT C / B • "" • `tiSE'ANb / OR AREA SERVED WIRE SIZE NOTE NO Ph A Ph B I Ph C NO 12 J -BOX (FUTURE VISUAL DISPLAY) 20/1 1 500 20/1 SPARE 2 12 J -BOX (FUTURE VISUAL DISPLAY) 20/1 3 5000 20/1 SPARE 4 12 REC EPT - STEREO SYSTEM 20/1 5 50 20/1 SPARE 6 12 REC EPT - STEREO SYSTEM 20 /1 7 500 20/1 SPARE S 3 12 RECEPT - ANTI -THEFT SYSTEM 20/1 9 500 20/1 SPARE 10 NOTE: EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL. 12 RECEPT - E3F (HALLWAY) 20/1 11 5000 20/1 SPARE 12 TOTAL LOAD PER PHASE 1000 I 1 000 1 000 1000 VA I 120 V = 8 AMPS ..,..: :. : ... _ .. ... _ ._ ,. :.. .. :..... ,. ... ., :.. _. .. .:... .........:...:: .. ..:..:.....:•..._:...,..:.....: .::•, ....:. ....:...:,...:. .:.:"....:.....: �'.... �.: �..:.-..::..:•'...:,::•'..: �.:•..:_ ...:'.:....:. ::... :...:- :...:.. ;..:,_: :':..•...:', :.w:...::. A FURNISHED BY PACIFIC SUNWEAR INSTALLED BY TEN. G.C. RESPONSIBILITY CODE �� B FURNISHED AND INSTALLED BY 1LEN. G.G. ELECTRICAL EQUIPMENT ELEVATION PANELBOARD SCHEDULE NOTES: NOTE: IN ORDER TO INSURE PROMPT DELIVERY OF THE LIGHT FIXTURES, PACIFIC SUNWEAR HAS PRE- ORDERED ALL FIXTURES SPECIFIED. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS - EXCLUDING OWNER SUPPLIED UNITS - AND MUST MAKE ARRANGEMENTS TO RECEIVE THE FIXTURE SHIPMENT AND INSPECT AND FILE ALL CLAIMS FOR DAMAGE AGAINST THE COMMON CARRIER. DAMAGED FIXTURES, SHORTAGES OR WRONG VOLTAGE SHOULD BE PROMPTLY REPORTED TO PACIFIC SUNWEAR CONSTRUCTION MANAGER: (714) 414 -4038, WITHIN 24 HRS. OF INSPECTION OF SHIPMENT. THEREAFTER, THE ELEC. CONTRACTOR IS RESPONSIBLE TO REPLACE ANY MISSING PARTS AT HIS EXPENSE. 1 - CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125 %. 5 - THRU LIGHTING CONTACTORS (REFER TO LTG. CONTROL DIAGRAM) 2 - THRU 24/7 DIAL TIMECLOCK 6 - NOT USED (REFER TO LTG. CONTROL DIAGRAM) 3 CIRCUIT BREAKER WITH LOCK ON DEVICE 7 - NON COINCIDENTAL LOAD (LARGEST OF CLG/HTG LOAD USED.) 4 - CIRCUIT BREAKER CAPABLE OF BEING LOCK IN THE OPEN POSMON LANDLORD SPACE TENANT SPACE TO L.L. ELEC. RM. P 1 l� RESPONSIBILITY SCHEDULE 5 TIMECLOCK PNL "L" PNL CLS " ,N MAX. 6' -6" : FURNISHED €€ INSTALLED DEMOLITION ::...:........._..._._ ::...:....._......_..'.- ...... o! O I- Q X 0 ii J O a o I- 0 • :§ i Z Z Z< 2 0_ w w ITEM U H ov C �O Ce w CO REMARKS • EXIST. PULL BOX is WORKING SPACE; CLSo — = — L PNL 0 PNL I_ L T C``L T C LANDLORD DISTRIBUTION PANEL VERIFY AVAILABILITY FOR LOAD DEMAND METER ``.. ,..�.. .` MAIN DISCONNECT AND FUSES . :......... ..................... _......_..........:.................. ...................._.......... «................... ........................ .... ....:................ ..... `,. � ...._. ....... _....... ........... ....... .. ............ i. CONDUIT TO SPACE S ; S TEN. G.C. TO UPSIZE IF REQ. VERIFY AT BID . EXTEND CONDUIT WITHIN SPACE GE WIRE TO SPA CE ��` pR}Np WIRE IN SPACE • �� . .. � . DISCONNECT 141114IN SPACE ,. USED .:: " TRANSFORMER ° <: 4 NOT USED • ........... ........................................ ._........................._... • PANEL L 5 5 I PROVIDE NEW• :.. ........................_........... ............................... ;:....... ......:.............:.......... .........................:.......... ......:........._.............. ......_. ..., ........._ ................................,............ ........................_...... PANEL U NOT USED ...... ... .. . .............. <............... `' >: ,... .........:............................................................................................... .:........................:..:. _.................... PANEL H §.: NOT USED _`, ::..................... _.............,,..:........:;:. :............;.. _.............................................................................. ......................:......_. _........:...... HOMFRUNS/CANDUIT5JWIRE5 :................_. ::.. ......._......................- LIGHTING SENSOR SWITCHES `` 4 CURRENT LIMITER SUB -PANEL 'CLS" 5 5 :• :;. ;. :.. ................................ ....._.....:.:................. . ............................... ;......................._............,._.:.._............... ............................... w TELEPHONE CONDUIT TO SPACE 4 TENANT G.C. TO AS REQ. VERIFY _ , .:...... .............................. .............................. .......................................... . ......_........ ._........ ................ R �YM . . . : , . ATM . ... . .....................................:......... ...................._.,......_. ... ««............................ .................. ... .... BUZZER SYSTEM • ............. ..................... ............................... <....................... „ ..... LIGHT FIXTURES ` > ;.: FLOORPLAN NOTES .. FRONT ELEVATION � 1 ELECTRICAL PANELBOARD DIMENSIONS ARE BASED ON SQUARE D PRODUCT. TYPICAL SQUARE D DIMENSIONS FOR A 200A, 42 POLES PANELBOARD ARE H x20 Wx r D )• PANELBOARD HEIGHTS VARIES TH 1"�ER OF POLES WITH NUMBER DIMENSIONS MAY VARY WITH OTHER MANUFACTURER. 2. ALL DIMENSIONS SHOWN ARE DIAGRAMMATIC IN NATURE. ACTUAL DIMENSIONS AND SIZES SHALL BE VERIFIED IN FIELD. REFER TO PANEL SCHEDULES FOR AND RATINGS SIZES EACH PANELBOARD OF AND TRANSFORMER. ALL WORKING SPACE (CLEARANCES) SHALL BE PER NEC 110.26_ ; LOAD CALCULATIONS LIGHTS at 1 25 /° - 7 082 VA SIGN at 125% 3,000 VA OUTLETS, MISC. POWER (1ST 1 OKVA at 100%) 9,870 VA REMAINDER at 50% ° - VA WATER HEATER at 100% /0 4,800 VA HVAC: VA LARGEST LOAD AT 25% 1,239 VA HVAC AT 1 00 / 14,868 VA D UC T SMOKE DETECTOR AT 100 / 400 VA LIGHTING CONTROL DIAGRAM TOTAL DEMAND LOAD 41,259 VA TOTAL AMPS AT 208N, P 4W - 115 AMPS AM N, 3 h, 4 L II L-3211 120 VOLT CONTROL CIRCUIT L -32 N • • * NON - COINCIDENTAL LOAD FIRE ALARM RISER DIAGRAM FAULT CURRENT CALCULATIONS FAULT CURRENT CALCULATIONS (THREE PHASE) EXISTING F.A. J -SOX AT TENANT DEMISING WALL, TIE -IN SHALL BE BY THE L.L. CONTRACTOR AT THE TENANT'S EXPENSE. WIRE TO EXISTING MARK FAULT ORIGIN POINT OF CALCULATED FAULT FAULT @ ORIGIN AFC1 LINE VOLTS EL CU -MAC =1 CU-NMAG =2 AL -MAC�3 AL- NMACz4 CU -NM SER =5 AL -NM SER=E WIRE LEN L WIRE SIZE NO OF SETS N "C" VALUE FACTOR FACTOR CALCULATED FAULT AFC2 ** I— Th�INTERMATIC #T74018, 4PST, 120V :•'' FIRE ALARM PANEL Fl S.E.S. PANEL 'L' 65,000 208 1 200 4/0 1 15082 7.17 0.12 7,957 SERIES RATING NOTES: CONDUIT 4 WIRE BY TENANt�— .` ; '> • • • I a I ISTOREFRONT 1. PROVIDE ENGRAVED NAMEPLATES TO COMPLYWITHNEC 110.22 PS FOLLOWS A NAMEPLATE AT SERVICE SHALL READ: CAUTION - SERIES COMBINATION SYSTEM RATED 65,000 AMPERES. IDENTIFIED _T SMOKE DETECT* - SEE PLANS FOR QUANTITY• i F F AUDIONIF...UAL STATIONS REFER TO PLANS FOR QUANTITY. VISUAL STATION ONLY. REFER TO PLANS FOR QUANTITY AND SIGNS 3,5,2434. "L" REPLACEMENT COMPONENTS REQUIRED. B. NAMEPLATE AT EACH DOWNSTREAM PANEL TO READ: FOR TWO TIERED SERIES RATED SYSTEMS: CAUTION - SERIES COMBINATION SYSTEM ! RATED 65,000 / 10,000 AMPERES. IDENTIFIED • o - 5 L— —I 3 (TYP.) • O(TYP.) V 2 (TYP.) 2. NO DESIGN CHANGES MAYBE MADE TO THE SYSTEMS INSPECTOR. ,, NOTE: TO PANELBOARD SCHEDULES FOR PAN PANEL 1 REPLACEMENT COMPONENTS REQUIRED. WITHOUT PRIOR APPROVAL FROM THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL RATING. NOTES: • 1. ELECTRICAL CONTRACTOR SHALL CONFIRM COMPLETE FIRE ALARM SYSTEM REQUIREMENTS WITH FIRE MARSHALL OR ANY LOCAL AGENCIES HAVING JURISDICTIONS. A COMPLETE OPERATIONAL AND APPROVED FIRE ALARM SYSTEM FOR THIS PROJECT IS DEEMED PART OF THE ELEC. CONTRACTOR'S CONTRACT. TI-115 SYSTEM SHALL BE COMPATIBLE WITH THE MALL FIRE ALARM SYSTEM. 2. ALL CONNECTIONS OR MODIFICATIONS TO LANDLORD'S FIRE ALARM SYSTEM ARE TO BE COMPLETED SY LANDLORD'S AUTHORIZED CONTRACTOR. CONTACT MALL MANAGEMENT FOR DETAILS. 3. REUSE OF EXISTING DEVICES, WIRING, E. IS SUBJECT TO COMPLIANCE 14/ REQUIREMENTS SET FORTH IN THE CRITERIA MANUAL, BLDG. DEPT. AND LANDLORD APPROVAL. VERIFY ANY DEVICES, ECT. NOT Cl TRACK LIGHTS • 'L ALL PERIMETER WALL. on 4 i _ . ISION NU' --- q RECEIVED AUG 25 2011 liNwl PERMIT CENTER i c Le k PERMIT AND ePPM QC"! gt— Q • "- 11,17,21;23:/5\ I • • O# LIGHTING CONTROL KEYED NOTES I. LIGHTING CONTACTOR SWITCH 2OA, 120V, SINGLE POLE SINGLE THROW. SEE SHEET E200 FOR LOCATION. (TYPICAL) 2. LIGHTING CONTACTOR, ELECTRICALLY HELD, 120V COIL IN NEMA 1 ENGLO`SURE. SIZE NUMBER OF POLES AS REQUIRED. USE SQUARE D "TYPE L" PRODUCTS WITH CAT. NOS. LISTED BELOW: 1LG40" (4 POLES), 'LGO' (6 ,ES)i "I -G80" (8 POLES), "LLGG1220000" (12 POLES), 3. 40A, 120/277V TIMECLOCK LOADS. (TYPICAL OF 4) 4. BYPASS TIMER SWITCH. ADJUSTABLE 0 -120 MINUTES MAXIMUM. LOCATE ADJACENT TO CONTACTOR SWITCHES. _ - WRAP LIGHTS TRAGK/GASN • SALES FLOOR ►- 5 "L "- 13,15,17,1%.25,27'.: .,..,..:: ALLOWED FOR REUSED W% THE BLDG. DEPT. AND THE LANDLORD'S DIRECTOR OF OPERATIONS/CHIEF ENGINEER PRIOR TO APPROVAL OF PLANS. ;;: \7 G3 DOWN/COVE LIGHTS FITTING RMS. ■L■- 7,9 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. io .c o C/)c: '6 CD U O (/) • O O U) D � Z w J � i Wp Z O Q (n U ~ w U = � W cn w 0 Z cc w 2 z 0 cc w 0 z g a- a a_ aC �i Q 9 3 m 0_ O 5 0- 0_ a_ z 0 s 8 g 44 ANDREW C. PANOPIO P.E. 4115 N. 15TH AVE PHOENIX. AZ 85015 (802) 285 - 1559 PROJECT NO. 08 -22 -11 DATE: 5/24/2011 SCALE: 1/4 "1•11 -0" DRAWN BY: STAFF PROJECT No.: SWEET: E300 PSN -10 -016 / 530 pocsun• COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural wore under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. AAD:FITCH dba FITCH Kevin T Evemham RA AIA 11435 North Scothdds Road, thee 1115 Scottsdale Adams 85254 PHONE (480) 998-4200 FAX (480) 998-7223 rovrAchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: SCALE: 5/24/20H 11-0"=11-0" DRAWN BY: C1-1 PROJECT No.: SWEET: A001 PSN-10-016 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS DIVISION 4 - MASONRY DIVISION 5 - METAL FABRICATIONS DIVISION 9 - FINISHES WOOD STRIP AND PLANK FLOORING DISPLAY AREA PLATFORM AS G.C. OVER METAL DECKING) AREAS AND FOR INSTALLATION TOLERANCES TOLERANCES AND OTHER REQUIREMENTS BE COVERED IMMEDIATELY BEFORE OR DUST. PROCEED WITH INSTALLATION MATERIAL ON RAISED METAL DECKING OR HEAVILY SOILED. SUB-FLOOR DECK. SPACE FASTENERS AT MAY WARP OR CUP AFTER INSTALLATION. DUST BUILDUP IN GAPS BEFORE ASSEMBLY BELOW FINISHED SHALL BE INSTALLED USING I 1/2" BE NAILED/FASTENED EVERY IONALISM1 AS INDICATED ON ION MANAGER PRIOR TO BY TENANT AND INSTALLED BY PLANS AND/OR ELEVATIONS. FOR ALL CONDITIONS AT INI-11C14 APPROVAL. MANUFACTURER OF THE MATERIAL BASE PRIOR TO INSTALLATION. ADHESIVE FROM ADJACENT USING MATERIALS RECOMMENDED C635 INTERMEDIATE DUTY AND ' TO ASTM C636, WITH A DEFLECTION FOR COMPLETE ACOUSTICAL CEILING. WITH OTHER WORK, SUCH AS BEFORE INSTALLATION OF ACOUSTICAL THE TENANT'S G.C. SHALL MAINTAIN AND REGULATIONS. TEES SHALL CONFORM TO BE COLD ROLLED ELECTRO-GALVANIZED ELECTRO-GALVANIZED STEEL. CORNERS STEEL W IRE CONFORMING TO FS THE EXISTING DIMENSIONS. ASCERTAIN COMMENCEMENT OF WORK CONSTITUTES THE BUILDING SHALL BE THE STRUCTURE 15 IN PROPER FOR FREE MOVEMENT SURFACES AND W ILL NOT DAMAGE DESCRIBED ABOVE PRESIDE. MEMBERS CAPABLE OF CARRYING TO STRUCTURAL STEEL MEMBERS, TO DROP CLIPS. BRACING 141-IERE NECESSARY TO SUPPORTS EXCEEDS SPECIFIED SUPPORT OF EQUIPMENT, FIXTURE BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF ONE HANGER AT EACH CORNER AND MECHANICAL REGISTERS W ITH ASTM C636. LOADING USE LASER LIGHT FOR LAYOUT WIRES TO MAIN RUNNERS TIGHTLY CROSS TEES 48 INCHES LONG MODULES SHALL BE DIVIDED BY FORM 24 INCH BY 24 INCH SECTIONS. ALL SIDES OF RECESSED LIGHT RESIST LATERAL AND HORIZONTAL ALL APPLICABLE CODES AND ANY ACOUSTICAL CEILING PANELS EDGES. SUSPENDED CEILING SHALL OF SUSPENSION SYSTEMS, ACCORDANCE WITH MANUFACTURER'S OR IMPROPERLY INSTALLED BE FOR SECURE INSTALLATION ACCORDANCE IN I TI-1 ALL GOVERNING JOBSITE AT APPROPRIATE TIME COMPLETE WITH ALL REQUIRED INSTALLATION, PROPERLY OR BOLTS EXTENDING AT BE IN ACCORDANCE WITH THE AND RECOMMENDATIONS. BACKING FOR SECURE ON DRAWINGS AND IN CONFORMANCE SIGN CONTRACTOR. TENANT CLOCKS ETC. COORDINATE WITH G.C.) INDICATED, REFER TO FLOOR FINISH PLAN CONDITIONS, W I TI-1 INSTALLER AND OTHER CONDITIONS AFFECTING SPECIFIED IN OTHER SECTIONS. PRODUCT INSTALLATION. AFTER ONLY AFTER CONDITIONS (REFER TO CONSTRUCTION 514ALL NOT EXCEED 6% MOISTURE 12 INCI-IES O.C. AT THE PERIMETER AND CLEAN ALL JOINT GAPS OF AND DURING THE INSTALLATION OF PORCH FLOORING W ITH FLAT BLACK PAINT. FASTENERS AND ADHESIVE OVER 12 INCHES AND 2 INCHES FROM EACH CONSTRUCTION DOCUMENTS AND COMMENCEMENT OF WORK CONTINUED TENANT G.C. CONSULT CONSTRUCTION CORNERS ARE TO BE USED. JOB TO WHICH IT IS APPLIED. REPAIR DAMAGED SURFACES PRIOR TO SURFACE, IN ACCORDANCE WITH THE FOR THAT PURPOSE BY THE USG STANDARD 47-18 INTERMEDIATE OF"NOT MORE THAN 1/360 OF THE REVIEW JOB SCHEDULE TO VERIFY CEILING LIGHT FIXTURES AND AIR SUSPENSION SYSTEM. REPLACE FIRE AND SMOKE RATINGS AS THE SAME CLASSIFICATION AS THE MAIN STEEL. SHALL BE MANUFACTURER'S QQ-14 -461, TYPE I. BEFORE PROCEEDING WITH WORK ACCEPTANCE OF EXAMINED BEFORE BEGINNING WORK TO CONDITION TO RECEIVE ACOUSTICAL OF SCAFFOLDING. SCAFFOLDING SHALL OTHER CONSTRUCTION. WORK NOT THE NEW LOAD IN 11-14OUT OR INSTALL DROP CLIPS ON SUSPEND CEILING SYSTEM FIXTURES HANGER SPACING. WHERE DIRECT OR DUCTWORK 15 NOT POSSIBLE DUE TO OF HANGER W IRE. SUSPEND OF THE FIXTURE. IN SUSPENDED CEILING. PROVIDE OF ANY COMPONENT MAY NOT CAUSE AND LEVELING. WITH AT LEAST THREE FULL TO FORM 24 INCH BY 48 INCH MODULES. CROSS TEES 24 INCHES LONG INSTALL PROPER LENGTH LOCKING CROSS FIXTURES NOT SUPPORTED BY A MAIN MOVEMENT AS REQUIRED BY THE CONFORM. LESS THAN FULL SIZE SHALL HAVE CUT HAVE INTERSECT ALL VERTICAL WALLS DIRTY OR DISCOLORED SURFACES OF RECOMMENDATIONS AND LEFT FREE REMOVED AND REPLACED Will-OUT OF ACCESSORIES. NATIONAL, STATE AND LOCAL FOR BUILDING IN. MOUNTING DEVICES, FASTENINGS, PACKAGED AND TAGGED FOR READY LEAST I" INTO SOLID BACKING IF NO DRAWINGS, REVIEWED SHOP INSTALLATION OF ALL ACCESSORIES. W I TI-I 'HANDICAP' G.C. SHALL PROVIDE POWER SIGN CONTRACTOR AS REQUIRED. CONTAINER WITH PRESSURE DATE. NEATLY FITTING TO FINISH HOUR CIRCUIT WITH (I) DUPLEX OF CONSTRUCTION FOR INTEGRAL I . THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUCTING WALLS AND CEILINGS PER "PACIFIC SUNINEARII STANDARD FINISHES, DETAILS AND SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS. 2. CONTRACTORS SHALL VISIT THE PREMISES 141-11LE BIDDING AND SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND TI-IE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURATE DIMENSIONING. 3. PRIOR TO BEGINNING TI-IE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE FOOTAGES. NOTIFY TI-IE TENANT OF COMPLIANCE OR DISCREPANCIES, COMPARING TI-10SE DISCREPANCIES TO THE NUMBERS ON THE TITLE SHEET. 4. CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CONSTRUCTION PROCESS, AND SHALL GLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. B. ALL RUB51514 AND TRASH 514ALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACN DAY. ALL DRAWINGS 14 EREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING TI4EIR HIDDEN OR EXPOSED WORK IN ITI-1 OTHER RELATED TRADES. 6. COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY TI-IAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS NIICI-I 14AV E INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCI-I EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MEC14ANICAL AND ELECTRICAL WORK AND FIRE SPRINKLER SYSTEM 144104 ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMMATICALLY ON DRAWINGS. 7. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY TENANT. 8. TENANT G.C. SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT. VERIFY AND COORDINATE IN ITI-I THE TENANT'S PROJECT MANAGER, ANY ADDITIONAL REQUIREMENTS. 9. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK. 10. ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, FAILURE TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL BE BILLED TO TENANT G. C. 11. COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION. 12. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/6" IN 101-0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. d. WALL AND SOFFIT INTERSECTIONS SHALL BE V° OR THE EXACT ANGLE INDICATED OR INTENDED. e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WI-II-OUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. f. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. g. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY IN ITHOUT STICKING OR BINDING AND IN ITI4OUT EXCESSIVE "PLAY" OR LOOSENESS. h. SCRIBE ALL WOOD / METAL BASE MATERIAL AT STOREFRONT, SALES AREA AND FITTING ROOMS. 14. THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT: a. SIX YARDS OF CARPET. (IF USED) b. FOUR FULL LENGTH STRIPS OF RUBBER BASE. C. (I) FULL CASE CEILING TILES OF EACH TYPE. d. QUART OF EACH COLOR PAINT IN A TIGHTLY SEALED AND MARKED CAN. MATERIALS SHALL BE LEFT IN ONE LOCATION UPON TENANT REPRESENTATIVE'S DIRECTION AND APPROVAL. 15. THE TENANT OR THE TENANT'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE W ITH THE TENANT TO MINIMIZE CONFLICT AND FACILITATE THE TENANT'S OPERATION. 16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND/OR EXISTING CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE TENANT. 17. PERFORM ALL WORK IN ACCORDANCE IN ITI-I ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY FINISHED PRODUCT (EXPRESSED OR IMPLIED). PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITI-1 ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 18. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS. 20. WHERE REQUESTED BY THE TENANT TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE TENANT'S COST. IF THE REQUESTED TEST SHOWS NON-CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE TENANT G .C. SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE TENANT AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE TENANT, UNLESS THE TENANT G.C. HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 21. PROVIDE SECURITY OF THE WORK, INCLUDING TOO LS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND TENANT'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY TENANT. 22. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. 23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR NH 10-1 IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. 24. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY IN I TI-1 MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE IN I T1-I THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS. 25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE IN ITI-1 MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE TENANT. a. NOTIFY THE TENANT 141-1EN THE WORK 15 SUBSTANTIALLY COMPLETE AND READY FOR FOR INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. 27. PROVIDE FINAL GLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UNLESS REQUESTED BY THE TENANT. CLEAN-UP SHALL INCLUDE AND NOT BE LIMITED TO: a. POWER VACUUMING THE ENTIRE SPACE. b. HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND MIRRORS BOTH INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC. C. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT. 28. ALL TENANT SUPPLIED MATERIALS (05M) ARE FURNISHED TAILGATE DELIVERY ONLY. THE TENANT G.C. 15 RESPONSIBLE TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE ALL OSM. THE TENANT G.C. SHALL TRANSPORT ALL TENANT-SUPPLIED MATERIALS FROM THE POINT OF OFF-LOAD TO THE JOBSITE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS COORDINATED INITI-1 AND DIRECTED BY THE LANDLORD. TENANT G.C. WILL BE RESPONSIBLE TO COORDINATE W ITH PACIFIC SUNINEAR VENDORS FOR THE DELIVERY AND INVENTORY OF ALL 05M. REPORT DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S CONSTRUCTION MANAGER WITHIN 72 HOURS OF RECEIPT. MATERIAL OF QUESTIONABLE QUALITY IS NOT TO BE INSTALLED. OTHERWISE IT WILL BE REPLACED AT CONTRACTOR'S I. GENERAL 1.1. SUMMARY 1.1.A. FACE BRICK PROVIDED BY TENANT 1.1.B. MORTAR AND GROUT PROVIDED BY TENANT I.I.C. TILES AND ANCHORS 1.1. D. MISCELLANEOUS MASONRY ACCESSORIES 1.2. QUALITY ASSURANCE I .2.A. SOURCE LIMITATIONS FOR MASONRY UNITS: OBTAIN EXPOSED MASONRY UNITS OF A UNIFORM TEXTURE AND COLOR, OR A UNIFORM BLENC 14171-11N THE RANGES ACCEPTED FOR TI-IESE CHARACTERISTICS, THROUGH OVE SOURCE FROM A SINGLE MANUFACTURER FOR EACH PRODUCT REQUIRED. 1.2.3. SOURCE LIMITATIONS FOR MORTAR MATERIALS: OBTAIN MORTAR INGREDIENTS OF A UNIFORM QUALITY, INCLUDING COLOR FOR EXPOSED MASONRY, FROM A SINGLE MANUFACTURER FOR VLACH CEMENTITIOUS COMPONENT AND FROM ONE SOURCE OR PRODUCER FOR EACH AGGREGATE. I .2.C. FIRE-RESISTANCE RATINGS: WHERE INDICATED, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO TI-10SE OF ASSEMBLIES WITH FIRE-RESISTANCE RATINGS DETERMINED PER ASTM E 119 BY A TESTING AND INSPECTING AGENCY, BY EQUIVALENT CONCRETE MASONRY THICKNESS, OR BY OTHER MEANS, AS ACCEPTABLE TO AUTHORITIES 14AV ING JURISDICTION. 13. DELIVERY, STORAGE AND HANDLING I .3.A. STORE CEMENTITIOUS MATERIALS ON ELEVATED PLATFORMS, UNDER COVER AND IN A DRY LOCATION. DO NOT USE CEMENTITIOUS MATERIALS TI-IAT HAVE BECOME DAMP. 1.3.5. STORE BRICK UNITS IN A DRY LOCATION. IF UNITS BECOME WET, DO NO INSTALL UNTIL THEY ARE DRY. 1.3.C. DELIVER PRE-BLENDED, DRY MORTAR MIX IN MOISTURE RESISTANT CONTAINERS DESIGNED FOR LIFTING AND EMPTYING. 1.3.D. STORE MASONRY ACCESSORIES, INCLUDING METAL ITEMS, TO PREVENT CORROSION AND ACCUMULATION OF DIRT AND OIL. 1.4. PROJECT CONDITIONS 1.4.A. STAIN PREVENTION: PREVENT GROUT AND MORTAR FROM STAINING THE FACE OF MASONRY TO BE LEFT EXPOSED OR PAINTED. IMMEDIATELY REMOVE GROUT AND MORTAR THAT COME IN CONTACT IN I T1-I SUCH MASONRY. 1.4.A .1 . PROTECT SILLS, LEDGES, AND PROJECTIONS FROM MORTAR DROPPINGS. 1 .4.A .2 . PROTECT SURFACES OF W INDOW AND DOOR FRAMES, AS WELL AS SIMILAR PRODUCTS IN ITH PAINTED AND INTEGRAL FINISHES, FROM MORTAR DROPPINGS. 2. PRODUCTS 2.1. MANUFACTURERS 2.1 .A. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, PRODUCTS SPECIFIED. 2.1.B. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE PRODUCTS SPECIFIED. 2.1 .C. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE W ITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, MANUFACTURERS SPECIFIED. 2.2. MASONRY UNITS 2.2.A. DEFECTIVE UNITS: REFERENCED MASONRY UNIT STANDARDS MAY ALLOW A CERTAIN PERCENTAGE OF UNITS TO EXCEED TOLERANCES AND TO CONTAIN CHIPS, CRACKS, OR OTHER DEFECTS EXCEEDING LIMITS STATED IN THE STANDARDS. DO NOT USE UNITS WHERE SUCH DEFECTS, INCLUDING DIMENSIONS THAT VARY FROM SPECIFIED DIMENSIONS BY MORE THAN STATED TOLERANCES, WILL BE EXPOSED IN THE COMPLETED WORK OR WILL IMPAIR THE QUALITY OF COMPLETED MASONRY. 2.3. BRICK 2.3.A. GENERAL: WORK INCLUDE, NUT ARE NOT LIMITED TO, PRODUCTS SPECIFIED. 2 .3 .A .1 . FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED BRICK SURFACES, PROVIDE UNITS WITHOUT CODRES OR FROGS AND WITH EXPOSED SURFACES FINISHED. 2 .3.A.2 . SPECIAL SHAPES FOR APPLICATIONS WHERE STRETCHER UNITS CANNOT ACCOMMODATE SPECIAL CONDITIONS, INCLUDING THOSE AT CORNERS, MOVEMENT JOINTS, BOND BEAMS, SASHES AND LINTELS. 2 .3 .A .3 . SPECIAL SHAPES FOR APPLICATIONS REQUIRING BRICK OF SIZE, FORM, COLOR, AND TEXTURES ON EXPOSED SURFACES THAT CANNOT BE PRODUCED BY SAW ING. 2 .3.A .4. SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES PRODUCED BY SAWING WOULD RESULT IN SAWED SURFACES BEING EXPOSED TO VIEW. 2.3.B. FACE BRICK: ASTM C 216, 1/2" THICK FOR INTERIOR USE. 2.3.5.1. EFFLORESCENCE: PROVIDE PRINK THAT HAS BEEN TESTED ACCORDING TO ASTM C67 AND 15 RATED "NOT EFFLORESCED." 2 .3.B.2 . SIZE (ACTUAL DIMENSIONS): THIN BRICK 1/2" W IDE BY 2-1/4" HIGH BY 7-5/8" LONG. 2.4. N/A 2.5. STONE TRIM UNITS 2.5.A. N/A 2.5.5. LIMESTONE: ASTM C 568, CLASSIFICATION DENSITY: REFER TO SECTION 04400 FOR REQUIREMENTS. 2 .5.B.I . SOURCE: LAND STONE, COLUMBUS, OHIO 2.5.C. PROVIDE STONE UNITS ACCURATELY SHAPED, IN ITI-I EXPOSED FACES DRESSED TRUE, AND WITH JOINTS AT RIGHT ANGLES. 2.5 .C.I . FOR GRANITE, COMPLY WITH RECOMMENDATIONS IN NBQGAIS "SPECIFICATIONS FOR ARCHITECTURAL GRANITE.' 2.5.C.2. FOR LIMESTONE, COMPLY WITH REQUIREMENTS IN ILI'S "INDIANA LIMESTONE HANDBOOK." 2.6. MORTAR AND GROUT MATERIALS 2..A. PORTLAND CEMENT: ASTM C 150, TYPE 1 OR II. PROVIDE NATURAL COLOR OR WHITE CEMENT AS REQUIRED TO PRODUCE MORTAR COLOR SPECIFIED. 2.&B. HYDRATED LIME: ASTM C 207, TYPE S. 2.6.C. PORTLAND CEMENT-LIME MIX, PACKAGED BLEND OF PORTLAND CEMENT COMPLYING IN ITI-1 ASTM C 150, TYPE 1 OR III, AND HYDRATED LIME COMPLYING WITH ASTM C 207, TYPE 5. 2.6.D. AGGREGATE FOR MORTAR: ASTM C 144. 2 .6 .D.1. FOR MORTAR THAT 15 EXPOSED TO VIEW, USE WASI-IED AGGREGATE CONSISTING OF NATURAL SAND OR CRUSHED STONE. 2.6.D.2. FOR JOINTS LESS THAN 1/4" THICK, USE AGGREGATE GRADED WITH 100% PASSING THE NO. 16. SIEVE. 2.6.E. AGGREGATE FOR MORTAR: ASTM C 144. 2.6.F. WATER: POTABLE 2.7. TIES AND ANCHORS 2.7.A. MATERIALS: PROVIDE TIES AND ANCHORS SPECIFIED IN SUBSEQUENT PARAGRAPHS THAT ARE MADE FROM MATERIALS THAT COMPLY WITH EIGHT SUBPARAGRAPHS BELOW, UNLESS OTI-IERW ISE INDICATED. 2.7.A .1 . MILL-GALVANIZED, CARBON-STEEL W IRE: ASTM A 82; WITH ASTM A 641/A 4IM. CLASS 1 COATING. 2.7.A.2. HOT-DIP GALVANIZED, CARBON-STEEL WIRE: ASTM A 82; WITH ASTM A 153/A 153M, CLASS 5-2 COATING. 2 .7.A .3 . STAINLESS STEEL WIRE: ASTM A 580A 580M. 2.7.A .4 . GALVANIZED STEEL SHEET: ASTM A 653/A 653M, COMMERCIAL STEEL, G60 (Z180) ZINC COATING. 2 .7.A.5 . STEEL SHEET, GALVANIZED AFTER FABRICATION: ASTM A 1008A/A 1008M, COMMERCIAL STEEL, HOT-DIP GALVANIZED AFTER FABRICATION TO COMPLY IN I TI-1 ASTM A 153/A I53M. 2 .7.A .6 . STAINLESS STEEL SHEET: ASTM A 666. 2.7.A.7. STEEL PLATES SHAPES AND BARS: ASTM A 36/A 36M. 2.7.A .8 . STAINLESS STEEL BARS: ASTM A 2% OR ASTM A 666, TYPE 304. 2.7.5. CORRUGATED METAL TIES: METAL STRIPS NOT LESS THAN 7/8" IN IDE IN ITI-I CORRUGATIONS HAVING A WAVELENGTH OF 0.3 TO 0$ INCH AND AN AMPLITUDE OF 0% TO 0.10 INCH MADE FROM STEEL SHEET, GALVANIZED AFTER FABRICATION, NOT LESS OF 0.3 THAN 0.043 INCH THICK. 2.7.C. WIRE TIES, GENERAL: UNLESS OTHERW ISE INDICATED, SIZE WIRE TIES TO EXTEND AT LEAST HALLWAY THROUGH VENEER BUT WITH AT LEAST 5/8" COVER ON OUTSIDE FACE. 2.7.D. INDIVIDUAL W IRE TIES: RECTANGULAR UNITS W I TI-1 CLOSED ENDS AND NOT LESS THAN 4" W IDE. 2.7.E. ADJUSTABLE ANCHORS FOR CONNECTING TO STRUCTURE: PROVIDE ANCHORS THAT ALLOW VERTICAL OR HORIZONTAL ADJUSTMENT BUT RESIST TENSION AND COMPRESSION FORCES PERPENDICULAR TO PLANE OF WALL. 2.8. MISCELLANEOUS MASONRY ACCESSORIES 2.8.A. COMPRESSION FILLER: PRE-MOLDED FILLER STRIPS COMPLYING IN ITI-I ASTM D 1056, GRADE 2A1; COMPRESSIBLE UP TO 35%; WIDTH AND THICKNESS AS NECESSARY, FORMULATED FROM NEOPRENE. 2.9. MORTAR AND GROUT MIXES (BY TENANT) 2.9.A. GENERAL: DO NOT USE ADMIXTURES, INCLUDING PIGMENTS, AIR-ENTRAINING AGENTS, ACCELERATORS, RETARDERS, WATER -REPRLLENT AGENTS OR OTHER ADMIXTURES, UNLESS OTHERWISE INDICATED. 2 .9.A .1 . DO NOT USE CALCIUM CHLORIDE IN MORTAR OR GROUT. 2..B. PRE-BLENDED, DRY MORTAR MIX: FURNISH DRY MORTAR INGREDIENTS IN FORM OF A PRE-BLENDED MIX. MEASURE QUANTITIES BY INEIGI-IT TO ENSURE ACCURATE PROPORTIONS, AND THOROUGHLY BLEND INGREDIENTS BEFORE DELIVERING TO SITE. 2.9.C. MORTAR FOR UNIT MASONRY: COMPLY IN ITI-I ASTM C 270 BIA TECHNICAL NOTE 8A, PROPERTY SPECIFICATIONS. 2.9.D. GROUT FOR UNIT MASONRY: COMPLY WITH ASTM C 4% 2 .9 .D.1. IN ACI 530.I/ASCE 6/TM5 602. FOR DIMENSIONS OF GROUT SPACES AND POUR HEIGHT. 2.9 .D.2. PROVIDE GROUT W ITH A SLUMP OF 8" TO II" AS MEASURED ACCORDING TO ASTM C 143/C 143M. 3. EXECUTION 3.1. EXAMINATION 3.1.A. EXAMINE CONDITIONS, IN ITI-I INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND WORK PERFORMANCE. 3.2. INSTALLATION GENERAL 3.2.A. USE SIZE INDICATED WITI-10UT CUTTING IF POSSIBLE. IF CUTTING 15 REQUIRED TO PROVIDE A CONTINUOUS PATTERN OR TO FIT ADJOINING CONSTRUCTION, CUT UNITS IN ITI-I MOTOR-DRIVEN SAWS; PROVIDE CLEAN, SHARP, UNCHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING UNLESS WETTING OF UNITS 15 SPECIFIED. INSTALL CUT UNITS W ITH CUT SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED. 3.2.B. SELECT AND ARRANGE UNITS FOR EXPOSED UNIT MASONRY TO PRODUCE A UNIFORM BLEND OF COLORS AND TEXTURES. 3.2.G. WETTING OF BRICK: NET BRICK BEFORE LAYING IF INITIAL RATE OF ABSORPTION EXCEEDS 30 g/30 sq in PER MINUTE WHEN TESTED PER ASTM C 67. ALLOW UNITS TO ABSORB WATER 50 THEY ARE DAMP BUT NOT NET AT TIME OF LAYING. 3.2.D. COMPLY W ITH CONSTRUCTION TOLERANCES IN ACI 530.1/A5CE 6/TMS 602 AND WITI-1 THE FOLLOWING: 3 .2 .D.1. FOR CONSPICUOUS VERTICAL LINES, SUCH AS EXTERNAL CORNERS, DOOR JAMBS, REVEALS AND EXPANSION AND CONTROL JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN 1/6" IN 10', 1/4" IN 20' MAXIMUM. 3.2.D.2. FOR VERTICAL ALIGNMENT OF EXPOSED HEAD JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN 1/4" IN 10' OR I/2" MAXIMUM. 3 .2.D.3 . FOR CONSPICUOUS HORIZONTAL LINES, SUCH AS LINTELS, SILLS AND REVEALS, DO NOT VARY FROM LEVEL BY MORE THAN 1/8" IN 10', 1/4" IN 20', OR 1/2" MAXIMUM. 3 .2 .D.4. FOR EXPOSED BED JOINTS, DO NOT VARY FROM THICKNESS INDICATED BY MORE THAN PLUS OR MINUS 1/8". DO NOT VARY FROM ADJACENT BED-JOINT AND HEAD JOINT THICKNESSES BY MORE THAN 1/8". 3 .2 .D.5. FOR FACES OF ADJACENT EXPOSED MASONRY UNITS, DO NOT VARY FROM FLUSH ALIGNMENT BY MORE THAN 1/16" EXCEPT DUE TO WARPAGE OF MASONRY UNITS W ITI-IIN TOLERANCES SPECIFIED FOR WARPAGE OF UNITS. 3.3. LAYING BRICK WALLS 3.3.A. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING FOR SURFACE BOND PATTERNS WITH UNIFORM JOINT THICKNESS AVOID (UNLESS NOTES OTHERW ISE) AND FOR ACCURATE LOCATION OF OPENINGS, RETURNS, AND OFFSETS. USING LESS-THAN-HALF-SIZE UNITS, PARTICULARLY AT CORNERS, JAMBS, AND 141-1ERE POSSIBLE, AT OTHER LOCATIONS. 3.2. COMPLY W ITH CONSTRUCTION TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 AND W I TN THE FOLLOWING: 3.3. LAYING BRICK WALLS 3.4. MORTAR BEDDING AND JOINTING 3 .4.A . LAY BRICK AS FOLLOWS: 3.4.13. WITH FACE SHELLS FULLY BEDDED IN MORTAR AND WITH HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS, 3.4.C. SET FIREBOX BRICK PER PRE-FAB FIREPLACE MANUFACTURER'S SPECIFICATIONS. 3.4.D. SET PRECAST CONCRETE TRIM UNITS IN FULL BED OF MORTAR WITH FULL VERTICAL JOINTS. FILL DOWEL, ANCHOR AND SIMILAR HOLES. 3.4.D.I. CLEAN SOILED SURFACES WITH FIBER BRUSH AND SOAP POWDER AND RINSE THOROUGHLY WITH CLEAR WATER. 3 .4.D.2 . ALLOW CLEANED SURFACES TO DRY BEFORE SETTING. 3 .4.D.3. NET JOINT SURFACES THOROUGHLY BEFORE APPLYING MORTAR. 3.5. ANCHORING BRICK VENEERS 3.5.A. ATTACHED THIN BRICK VENEER TO WALL FRAMING PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 3.6. CONTROL AND EXPANSION JOINTS 3.6.A. GENERAL: INSTALL CONTROL AND EXPANSION JOINTS AS REQUIRED PER THIN BRICK MANUFACTURER'S SPECIFICATIONS. 3.7. LINTELS 3.7.A. TENANT G.C. TO PROVIDE AND INSTALL STEEL LINTELS INI-IERE INDICATED. 3.7.B. PROVIDE MINIMUM BEARING OF 8'1 AT EACH JAMB, UNLESS OTHERWISE INDICATED. 3.7.C. WHERE LINTELS ARE NOT SHOWN, TENANT G.C. TO FORM THE HEADER AND LAY BRICK ABOVE WITH TIES IN EVERY OTHER JOINT. LET SET AND REMOVE AT COMPLETION OF WORK. 3.8. REPAIRING, POINTING AND CLEANING 3.8.A. REMOVE AND REPLACE BRICK UNITS THAT ARE LOOSE, CHIPPED, BROKEN, STAINED OR OTHERWISE DAMAGED OR THAT DO NOT MATCH ADJOINING BRICKS. INSTALL NEW BRICKS TO MATCH ADJOINING UNITS; INSTALL FRESH MORTAR, POINTED TO ELIMINATE EVIDENCE OF REPLACEMENT. 3.8.B. POINTING: DURING THE TOOLING OF JOINTS, ENLARGE VOIDS AND HOLES AND FILL COMPLETELY W I TH MORTAR. POINT UP JOINTS, INCLUDING CORNERS, OPENINGS, ADJACENT CONSTRUCTION, TO PROVIDE A NEAT, UNIFORM APPEARANCE. PREPARE JOINTS SEALANT APPLICATION, 141-1ERE INDICATED. 3.8.0 . IN -PROGESS CLEANING: CLEAN UNIT BRICKS AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND SMEARS BEFORE TOOLING JOINTS. 3.8.D. FINAL CLEANING: AFTER MORTAR IS TI4OROUGHLY SET AND CURED, CLEAN EXPOSED MASONRY AS FOLLOWS: 3 .8.D.1. REMOVE LARGE MORTAR PARTICLES BY HAND W I TH WOODEN PADDLES AND NONMETALLIC SCRAPE HOES OR CHISELS. 3 .8.D.2 . PROTECT ADJACENT STONE AND NON-MASONRY SURFACES FROM CONTACT WITH CLEANER BY COVERUNG THEM W I TH LIQUID STRIPPABLE MASKING AGENT OR POLYETHYLENE FILM AND WATERPROOF MASKING TAPE. 3 .8 .D.3 . NET WALL SURFACES W ITH WATER BEFORE APPLYING CLEANERS. REMOVE CLEANERS PROMPTLY BY RINSING SURFACES TI4OROUGHLY WITH CLEAR WATER. 3 .8.D.4. CLEAN BRICK BY BUCKET-AND-BRUSH HAND-CLEANING METHOD DESCRIBED IN BI A TECHNICAL NOTES 20. 3.8.D.5. CLEAN BRICKS WITH A PROPRIETARY ACIDIC CLEANER APPLIED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3 .8.D.6. CLEAN STONE TRIM TO COMPLY W I TH STONE SUPPLIER'S WRITTEN INSTRUCTIONS. 3 . 8. D.7. CLEAN LIMESTONE UNITS TO COMPLY W ITH RECOMMENDATIONS IN I L I'S "INDIANA LIMESTONE HANDBOOK." 3.q. MASONRY WASTE DISPOSAL 3.9.A. SALVAGEABLE MATERIALS: UNLESS OTHERWISE INDICATED, EXCESS MASONRY MATERIALS ARE TENANT G.C.'S PROPERTY. AT COMPLETION OF UNIT BRICK WORK, REMOVE FROM PROJECT SITE. 3.9.B. EXCESS BRICK WASTE: REMOVE EXCESS CLEAN BRICK UNIT WASTE, AND OTHER MASONRY WASTER, AND LEGALLY DISPOSE OF OFF TENANT'S PROPERTY. I. PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENINGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. 2. STEEL 514ALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. 3. TUBING SI-IALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. 4. WI-IERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES W I TI-I COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS TI-IAN 1.0 MIL DRY FILM THICKNESS. 5. 51-1EET STEEL 51-1ALL CONFORM TO REQUIREMENTS OF ASTM A606. 6. CARBON STEEL BARS 51-1ALL CONFORM TO REQUIREMENTS OF ASTM A32I. 7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM 13221. REVEALS TO BE BLACK ANODIZED FINISH. (UNLESS OTHERWISE NOTED) 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. NO EXPOSED FASTENERS ALLOWED ON ANY PART OF STOREFRONT. 9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING IN I TI-1 REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN 14ARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METI-IODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS. 11. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERN ISE REQUIRED FOR PROPER INSTALLATION; FABRICATE 141 ITN ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION IN ITI-I WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SURFACES NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. 12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH-UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION IN ITI-I SAME MATERIAL. 13. PROVIDE CONTACT SURFACES IN IT1-1 CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS W I T1-1 A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER. 14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS; WELD JOINTS INHERE PRACTICAL; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO THE INSTALLATION. DIVISION 6 - WOOD AND PLASTICS METAL SUPPORT SYSTEM (WALL STUDS) I. GENERAL 1.01 THIS SECTION INCLUDES FINIS 1-1 WOOD FLOORING AT FOR LOCATIONS AS INDICATED. 1.02 INCLUDES FLOOR PREPARATION BY THE TENANT 2. EXECUTION 2.01 EXAMINATION A. EXAMINE SUBSTRATE (PLYWOOD SHEATHING PRESENT, FOR COMPLIANCE W ITH REQUIREMENTS PERFORMANCE. I. VERIFY TI-IAT SUBSTRATES COMPLY WITH 2.02 PREPARATION A. BROOM OR VACUUM CLEAN SUBSTRATES TO CLEANING, EXAMINE SUBSTRATES FOR MOISTURE WAVE BEEN CORRECTED. 2.03 SUB-FLOOR INSTALLATION: INSTALL SUB-FLOOR DRAW INGS), PLYWOOD SHALL BE DRY, NOT WARPED, CONTENT. A. INSTALL SUB-FLOORING WITH SCREWS TO METAL TI-IROUGI-1 TI-IE CENTER OF TI-IE PANELS. B. SAND FLUSH ANY SUB-FLOORING SHEETS THAT DUST AND DUCT TAPE ALL JOINTS TO PREVENT WOOD FLOORING. C. TENANT G.C. SHALL PAINT ENTIRE SUBFLOORING 2.04 FINISH FLOORING INSTALLATION: WOOD FLOORING SUBFLOORING ON METAL DECKING. FLOORING SHALL BOARD END. A. INSTALL PREF INISHED WOOD PLANKS WITH 'DIRECT COORDINATE ORIENTATION WITH TENANT'S CONSTRUCT FOR INSTALLATION ON SLAB 2.05 STOREFRONT ENTRANCE: WOOD TO BE PROVIDED MANAGER FOR FURTHER INFORMATION. RESILIENT BASE . _ 1. PROVIDE CHANNEL-SHAPED ROLL FORMED SI-IEET STEEL MEMBERS CONFORMING IN ITI-I ASTM C640, 140T DIPPED FINISH N1-IERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE. PROVIDE 16. GAUGE AT DOOR JAMBS. 2. PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. 3. PROVIDE ROLL NAT- SHAPED CHANNELS MINIMUM 20 GAUGE, 7/8" DEEP IN ITI-1 1/2" 14 EMMED EDGES. I-10T DIPPED FINISH WHERE NOTED. 4. PROVIDE TIE W IRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE. 5. PROVIDE GALVANIZED 14ANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754. 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS BETWEEN LINTELS AND 14EADERS IN TOP TRACKS. 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH 14ARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS AND LI GI-IT I NG FIXTURES. 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE IN ITI-I REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. 9. PROVIDE DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION. 10. PROVIDE 0-1ANNEL SI4APED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL-HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS TI-IAN 20ga MATERIAL. PROVIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS AND WHERE REQUIRED FOR MOUNTING OF MISCELLANEOUS ITEMS REQUIRING BACKING. 11. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE IN ITI-1 ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE W ITI-I DETAILS. INSTALL BLOCKING, BRACING, AND ANCHOR STRIPS; LEAVE READY TO RECEIVE FINISH MATERIALS. 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE IN ITI-I APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS OR OTI-IERINISE FOR INSTALLATION IN I THIN SPECIFIED TOLERANCES. 13. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEILING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. GYPSUM WALL BOARD 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE IN ITI-I REQUIREMENTS OF ASTM 336. 2. PROVIDE TYPE 'X' FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED $ QUALIFIED FOR 1-HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1-HOUR RATING, TAPERED AND ROUNDED EDGES AND SHALL BE INSTALLED IN ALL NET AREAS AS INDICATED ON DRAWINGS. S. PROVIDE FASTENERS IN ACCORDANCE W/ ASTM C646; UNLESS OTHERWISE NOTED OR INDICATED, PROVIDE TYPE '5' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE '5' PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 6. PROVIDE ALL INCIDENTAL $ ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. 7. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD 1411-1ERE SEALANT 15 EXPOSED. PROVIDE POLY-SULFIDE SEALANT; WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT. 8. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE W ITI-1 INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING $ EMBEDDING COMPOUND 15 DRY, APPLY SECOND COAT FILLING $ TAPER FLUSH W/ SURFACE; FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE $ OTHER RATED ASSEMBLIES. '1 PROVIDE FINAL FINISH THAT IS SMOOTH, IN ITI-IOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH READY TO RECEIVE PAINT. i 10. CUSTOM SKIP TROWELED FINISH WHERE SPECIFIED ON PLANS. COORDINATE FINISH W ITH ARCHITECT. 11. ALL WALL FINISHES IN SALES AREA ARE TO BE A LEVEL 5 FINISH. PAINTING 1. INSTALL COVE BASE IN AREAS AS CALLED FOR IN 2. PROVIDE PRE-MOLDED INSIDE AND OUTSIDE CORNERS MITERING SHALL BE PERMITTED ONLY UPON TENANT'S 3. USE ADHESIVES ONLY AS RECOMMENDED BY THE 4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE INSTALLATION. 5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS TIMING RECOMMENDED BY THE MANUFACTURER, MANUFACTURER. SUSPENDED ACOUSTICAL CEILING I. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19%. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "5" TRIM HEAD SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR FURRING. 4. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND I" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. 5. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE IN I TI-1 MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. G. FILL IN ALL SEAMS IN I TI-1 MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE 1I ITI-I DETAILS, W I TH THE FOLLOW ING CONSIDERATIONS AND REQUIREMENTS: 10.A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. 10.5. MITER CASINGS AND MOLDINGS. 10.C. ALL RUNNING TRIM ONE (I) PIECE UP TO 101-0". MATCH GRAIN AND COLOR PIECE TO PIECE. 10.D. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW . 10.E. SET FASTENERS FOR PUTTYING. 10.F. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISH WOOD SURFACES. 10.G. ALL MEMBERS AND LINES LEVEL AND PLUMB. 10.14. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. 10.1. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. 10.J. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. 10.K. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. 11. ALL WOOD BLOCKING, FRAMING, PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED. DIVISION 7 - SEALANTS AND CAULKING 1. SYSTEM COMPONENTS SHALL CONFORM TO ASTM DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM SPAN. FURNISH AND INSTALL ALL LABOR AND MATERIALS INSTALLATION DATES AND MATERIAL AVAILABILITY. 2. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK OUTLETS. PROTECT FINISHED WORK INSTALLED WORK DAMAGED BY WORK UNDER THIS SECTION. REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS 3. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL WALL ANGLE MOLDINGS SHALL BE GOLD ROLLED PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. 4. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. 5. HANGER WIRE SHALL BE 12 GAUGE GALVANIZED 6. INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. DETERMINE THAT IT 15 PROPERLY ENCLOSED AND MATERIALS. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED BE OF A TYPE THAT W ILL NOT SCAR OR MAR FLOOR TO PROCEED UNTIL SATISFACTORY CONDITIONS 7. ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUSPENSION OF SUPPLEMENTARY FRAMING FOR OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES SEISMIC BRACING. 8. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. INSTALL MAIN RUNNERS 48 INCHES O.C. TIE HANGER TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING WHEREVER SHOWN ON THE DESIGN PLANS, THESE PERPENDICULAR TO THE OTHER CROSS TEES TO TEES SHALL ALSO BE INSTALLED ADJACENT TO RUNNER. 9. ALL SUSPENDED CEILINGS SHALL BE BRACED TO GOVERNING CODES. THE TENANT'S G.0 . SHALL VERIFY 10. CUT TILES TO MATCH FIELD PATTERN RECESS. EDGES TRIMMED TO MATCH FACTORY TEGULAR AT 90° UNLESS OTHERWISE NOTED. 11. UPON COMPLETION OF WORK FOLLOW ING INSTALLATION SUSPENSION COMPONENTS SHALL BE CLEANED IN FROM DEFECTS. COMPONENTS THAT ARE DAMAGED ADDITIONAL COST TO THE TENANT. 12. LEAVE 1 FULL CASE OF UNDAMAGED TILES AT JOBSITE. DIVISION 10 - SPECIALTIES I. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS; NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT NI-IERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING 15 REQUIRED FOR INSULATING PIPING, EXCEPT INI-IERE EXPOSED IN FINISH, NON-MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY TI-115 WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE I4ARDWARE, FITTINGS, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN, AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE TENANT G.C. IF ANY SURFACE TO BE PAINTED OR STAINED 15 FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. NI-IERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES IN ITI-I (1) GOAT TINTED PRIMER AND (2) COATS FINAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10. PRIME ALL SURFACES WI-11C1-1 RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WI TI-1 MANUFACTURER'S SPECIFICATIONS. II. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM. PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS, AND OTHER IMPERFECTIONS WITI4 PUTTY AND SAND SMOOTH. 12. AT COMPLETION, TOUGH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH-UP AND REFINISHING. 13. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED. 14. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUPPLEMENTED HEREINAFTER AND UPON WRITTEN TENANT APPROVAL. IN GENERAL, USE EGGSHELL SHEEN FOR 1NALL BOARD SURFACES; SEMI-GLOSS FOR HOLLOW METAL AND WOOD TRIM; AND FLAT FOR DUCTWORK. GLASS AND GLAZING 1 . PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II", CLASS "A". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER SEALING COMPOUND WITI-1 MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2. PROVIDE BACKING MATERIAL BY DOW IIETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING W ITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY GLEANED AND PREPARED IN ACCORDANCE W ITH MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - WOOD AND HOLLOW METAL DOORS AND FRAMES 1. PROVIDE KNOCKDOWN DOOR FRAMES AT ALL TENANT G.C. PROVIDED DOORS, FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERIAIISE NOTED. 2. PROVIDE HOLLOW METAL EXIT DOOR CONSTRUCTED W ITI-1 THE FOLLOWING MATERIALS: - MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS - 16 GA. FOR EDGE CHANNELS. - MINIMUM 22 GA. FOR FACE STIFFENERS. - MINIMUM 16 GA. FOR INTERIOR FRAMES. 3. PROVIDE DOORS OF I7E5 AND TYPES INDICATED ON DRAIALINGS, FULLY WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICKNESSES AS SCHEDULED ON DRAWINGS. 4. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. 5. PROVIDE CUSTOM MADE WELDED UNITS W ITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATED ON DRAW INGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS. 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE IN ITI-I TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY-PUTTY HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE. ALIGN W ITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION IN ITI-I APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS W ITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT DURING CONSTRUCT ION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NECESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE INDICATED ON DRAWINGS. 9. INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON THE DRAW INGS. 10. PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURER AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 11. HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITI-1 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY W ITHOUT BINDING, AND WHEN CLOSED, WILL LATCH PROPERLY. 12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): PROVIDE ACCESS DOORS BY M I LCOR OR EQUAL. USE STYLE DW AT WALLS AND CEILINGS, (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14GA. STEEL 14 IT1-1 SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. 13. TENANT G.C. TO SILICONE THE BOTTOM OF ALL DOOR FRAMES. DOOR HARDWARE I. PROVIDE TEMPERED GLASS, GRADE "B", STYLE #1 , TYPE "I", QUALITY 03, 1/2" THICK. 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH AND POLISHED. • GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD-G-451 AND FGMA GLAZING MANUAL. 4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTION SHALL BE CONCEALED WI-IERE INDICATED. 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 To V SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 6. PROVIDE CLIPS OF NON-CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR APPROVED. 8. PROVIDE NON-SHRINKING ELASTOMERIC TAPE WHERE REQUIRED. 9. USE SILICONE SEALANT DOW #795 OR GE SI LPRUF, COLOR AS SPECIFIED, OR APPROVED EQUAL. 10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY FORMED. TOUCH - UP "RAW" EDGES TO MATCH FRAME. II. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM FRAMING SURFACES. 13. CENTER GLASS IN RABBETS AND POSITION 50 AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT IN ITI-1 OTHER WORK. 15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING MEMBERS. CHECK FOR HEAT STAIN OR SEALING. I. NO EXPOSED FASTENERS ALLOWED ON ANY PART OF STOREFRONT. 17, ALL MIRRORS ARE SUPPLIED AND INSTALLED By THE TENANT G.C. FITTING ROOM MIRRORS TO BE I/4" PLATE GLASS. MIRRORS TO BE SET IN MIRROR MASTIC MANUFACTURED BY PALMER 4 GUNTHER (OR EQUAL) THAT 15 COMPATIBLE WITH MIRROR BACKING. ALL EDGES TO BE BEVELED, REFER TO DETAILS. NO ROUGH EDGES ON MIRROR WILL BE PERMITTED. POLISHED CONCRETE FLOORING I. TENANT'S G.C. SHALL PROVIDE ADEQUATE BACKING 2. ALL ACCESSORIES SHALL BE INSTALLED IN CODES PERTAINING TO HANDICAP ACCESSIBILITY. INSTALLATION: EXPENSE. TENANT G.C. IS TO RECEIVE AND INSTALL ALL OWNER SUPPLIED MATERIALS, AS SHOWN IN DRAW INGS, DESCRIBED IN SPECIFICATIONS AND/OR AS DIRECTED BY TENANT'S CONSTRUCTION MANAGER. DIVISION 2 - DEMOLITION / BUILDING ALTERATIONS I. DELIVER INSERTS AND ROUGH-IN FRAMES TO 2. FASTENINGS: FURNISH TOILET ACCESSORIES TO AND ACCESSORIES AS REQUIRED FOR A FINISHED IDENTIFICATION. FASTEN ALL ITEMS W ITH SCREWS OTHER FASTENING IS SPECIFIED. 3. INSTALLATION OF TOILET ACCESSORIES SHALL DRAWINGS, AND THE MANUFACTURER'S INSTALLATIONS 4. TENANT G.C. SHALL SUPPLY AND INSTALL ADEQUATE MOUNTING: 1 . THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAW INGS. TENANT G.C. SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK. 2. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS W ITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S COORDINATOR. 3. SAN-CUT CONCRETE WIT1-1 DIAMOND SAW; JACKHAMMER ING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED, STRAIGHT LINES, AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED MERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. 4. DOORS 4 FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH, AND STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. S. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY. 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES IN ITI-IIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT-OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATION WITH LANDLORD. 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT 141-11C1-1 ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE, 8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND STIPULATIONS. 9. PERFORM DEMOLITION IN ACCORDANCE IN ITI-I APPLICABLE AUTHORITIES HAVING JURISDICTION. 10. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE TENANT. 11. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. 12. REMOVE BY ANY MEANS, ANY MATERIAL OVER 1/16" FROM CONCRETE SLAB. DIVISION 3 - CONCRETE REPAIR AND REPLACEMENT I. LOCATIONS AND HEIGHTS, SHALL BE AS S1-10WN ORDINANCES. SIGNS PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES CLEANING, PREPARATION, APPLICATION OF HD CONCRETE FLOORING (14DCF), AND PROTECTION. THIS WORK SHALL INCLUDE PROVIDING AND APPLYING THE SPECIAL CONCRETE WITH PACSUNIS SPECIFIED FLOORING CONTRACTOR I-IDCF IN ACCORDANCE NTH THE PROVISION OF THE PLAN DOCUMENTS. B. CONCRETE MUST BE CURED TO A MINIMUM OF 28 DAYS PRIOR TO HD SYSTEM. C. RELATED DOCUMENTS: THE CONDITIONS OF THE CONTRACT APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUBMITTALS A. SUBMIT PROPOSED CONSTRUCTION MATERIAL AND MSDS SHEETS FOR MATERIAL TO BE USED FOR HDCF. 13 QUALITY ASSURANCE A. QUALITY STANDARDS: THE STANDARDS NAMED HEREIN ARE SPECIFIED TO ESTABLISH STANDARDS OF QUALITY, PERFORMANCE, AND COMPLIANCE WITH THE DESIGN CONCRETE, WI-110-1 15 TO DUPLICATE THE COLOR OF THE APPROVED "REFEREE SAMPLE". B. SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH COLOR, TYPE, AND VARIETY AND JOINT MATERIALS FROM A SINGLE SOURCE WITI-1 RESOURCES TO PROVIDE PRODUCTS AND MATERIALS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES WITHOUT DELAYING WORK. PART 2 PRODUCTS 2.1 MATERIALS A. SPECIAL SURFACE COLORS SHALL BE PERFORMED USING APPROVED COLORS SUITABLE FOR THE PURPOSE INTENDED AND APPLIED IN A MANNER CONSISTENT IN ITI-I THE DESIGN INTENT OF THE PROJECT. B. SEALER: STAIN GUARD APPLIED AFTER COMPLETION OF GRINDING PROCESS C. ALL MATERIALS SHALL BE FURNISHED, PREPARED, APPLIED CURED AND STORED TO PRODUCT MANUFACTURER DIRECTIONS SPECIFIED FOR USE INTENDED AS SPECIFIC HEREIN, WITH SPECIAL ATTENTION GIVEN TO RECOMMENDED TEMPERATURE RANGE FOR PENETRATING COLOR MIX PART 3 EXECUTIONS 3.1 PREPARATION A. PREPARATION: TENANT G.0 SHALL CLEAN CONCRETE TO ENSURE THE SURFACE 15 FREE OF ALL LATENCY, DIRT, DUST, GREASE, PAINT AND ANY FOREIGN MATERIAL PRIOR TO THE COLOR APPLICATION IN ACCORDANCE IN I 71-1 THE COLOR MANUFACTURER'S RECOMMENDATIONS. B. TENANT G.C. SHALL VERIFY THAT CONCRETE SLAB MEETS A MINIMUM OF 3000 PSI OF COMPRESSIVE STRENGTH, CONTAINS NO AIR-ENTRAINING ADMIXTURES AND 14A5 A MINIMUM FLATNESS RATING OF F35. CONSULT AMERICAN CONCRETE INSTITUTE AC1302.1R-89, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION REQUIREMENTS IN DIVISION 4 SECTION "CASE-IN-PLACE CONCRETE', AND PROJECT CONDITIONS. C. TENANT'S FLOORING CONTRACTOR TO FILL ALL CONTROL/EXPANSION JOINTS AND POT MARKS IN THE CONCRETE FLOOR. D. TENANT'S FLOMING CONTRACTOR TO FILL ALL TRENCHES, HOLES, AND RAMPS WITI-I A CONCRETE MATERIAL INLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. 3.2 APPLICATION A. TENANT FLOORING CONTRACTOR SHALL GRIND CONCRETE WITH 40 GRIT UP TO 1500 GRIT UNTIL THERE 15 A UNIFORM SCRATCH PATTERN AND DESIRED CONCRETE EXPOSURE 15 ACHIEVED PER SAMPLE. 5 TENANT FLOORING CONTRACTOR SHALL APPLY A DENSIFYING IMPREGNATOR UNDILUTED AT APPROXIMATELY 200 SQUARE FEET PER ' GALLON USING A STUFF, LONG BRISTLED BROOM. COVER THE ENTIRE WORK AREA LIBERALLY AND ALLOW TO SIT FOR AN ADDITIONAL 30 MINUTE. SQUEEGEE EXCESS MATERIAL OFF THE FLOOR. ALLOW 12 TO 24 HOURS FOR FULL CURE. C. POLISH THE SURFACE TO MATCH SAMPLE. D. TENANT FLOORING CONTRACTOR SHALL APPLY SATIN GUARD, BUFF WITH WHITE PAD, AS NEEDED. E. TENANT G.C. TO FILL AND PATCH FLOORING PER FLOORING VENDOR'S RECOMMENDATION. FILL AND PATCH TO MATCH EXISTING FLOORING. 3.3 FIELD QUALITY CONTROL A. REFER TO CONTRACT CONDITIONS FOR RESPONSIBILITIES FOR ARRANGING, SUPERVISING, AND PAYMENT OF FIELD QUALITY CONTROL REQUIREMENTS. B. FIELD TEST TBD C. FIELD INSPECTIONS TBD D. MANUFACTURER'S FIELD SERVICES (BY CONTRACTOR) TECHNICAL REPRESENTATIVE FROM MANUFACTURER SHALL PROVIDE THE FOLLOWING FIELD SERVICES DURING INSTALLATION. I. PERFORM PRE-INSTALLATION EXAMINATION AND ACCEPTANCE OF SUBSTRATE AND SURFACE PREPARATION FOR EACH STAGE. 2. BE PRESENT AT INITIAL STARTUP FOR EACH PROCESS. CONFIRM APPLICATION RATES AND TECHNIQUES' 3.4 MAINTENANCE SURFACER A. FLOORS SHOULD BE MAINTAINED BY SWEEPING. SPILLS SHOULD BE CLEANED MEN THEY OCCUR AND DIRT RINSED OR MOPPED OFF NTH NEUTRAL CLEANER AND WATER. HEAVILY SOILED AREAS MAY BE WET-CLEANED BY MOPPING OR SCRUBBING W1TH A ROTARY FLOOR MACHINE EQUIPPED WITH A RED OR WI-IITE TWISTER PAD. 3.5 CLEAN UP A. DURING THE PROGRESS AND AT THE COMPLETION OF THE WORK, TENANT G.G. SMALL REMOVE ALL TRASH, DEBRIS, ETC. FROM THE PROJECT SITE, CLEAN AND IN AN ORDERLY CONDITION. 3.6 PROTECTION A. TENANT G.C. SHALL PROTECT APPLIED COLORS FROM ADVERSE CLIMATE CONDITIONS DURING APPLICATION AND CURING. B. ALL SPECIAL FINISHES OF CONCRETE SURFACES SHALL BE PROTECTED BY TEN. GC UNTIL FINAL TURNOVER. C. TENANT G.C. SHALL INSTALL VAPOR BARRIER AND MASONITE PANELS. TAPE TOGETHER. DO NOT TAPE DIRECTLY TO FLOORS. MINIMUM PROTECTION REQUIREMENT TO BE TYVEC AND 1/4" MASON ITE. D. PROVIDE FLOOR CARE MANUAL. 3.7 WARRANTY A. INDUSTRY STANDARD (1) YEAR FROM SUBSTANTIAL COMPLETION DATE. SIGNS ARE SUPPLIED AND INSTALLED BY TENANT'S SOURCE AND REQUIRED DISCONNECTS, TIME FIRE EXTINGUISHERS (PROVIDED BY TENANT 1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITI-1 DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE TENANT G.C.15 CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK FURNISHED, MATCHING IN QUALITY AND FINISHED, THE ITEMS SPECIFIED. 2. THE TENANT G.0 . SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. TI-IE TENANT G.C. MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH 14ARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF 14ARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE IAI ITI-I REQUIREMENTS OF NFPA O. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH 14ARDWARE. 4. HARDWARE FINISH :NALL BE SATIN CHROME, U .N .0. 5. 14ARDWARE SUPPLIER W ILL PROVIDE APPROVED SCHEDULED AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR 14ARDWARE. 6. FURNISH AND FINISH I-IARDWARE, CYLINDERS AND KEYS: "BEST" SEVEN PIN ROD. 7. EACH ITEM OF 14ARDWARE SHALL BE PACKAGED SEPARATELY INIT1-I ALL NECESSARY SCREWS, BOLTS, TAMP INS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTIFIED, WITI-1 HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 8. INSTALL EACH 14ARDWARE ITEM IN ACCORDANCE IN ITI-1 THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH Dhl RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE, AS NECESSARY, FOR A SECURE INSTALLATION. SPACE FASTENERS AND ANCHORAGE AS INDICATED OR IN ACCORDANCE W I TH INDUSTRY STANDARDS. 9. MAKE FINAL ADJUSTMENT AND CHECK OF 14ARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE. CLEAN AND RE-LUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCKSETS AND THE CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATION SYSTEMS UNDER THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE. 10. LUBRICATE ALL MOVING PARTS WITH GRAPHITE-TYPE LUBRICANT, UNLESS OTI-IERW ISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. SPECIAL DOOR HARDWARE 1. EXTINGUISHERS SHALL BE 10-POUND CAPACITY, INDICATING GAUGE FOR CLASS A, B, OR C 2. INSTALL ON WALL MOUNTED HOOKS AS INDICATED SURFACES. PLACE FULLY CHARGED EXTINGUISHERS 3. SEE FIXTURE PLAN FOR ARCHITECTS SUGGESTED ANTI-THEFT SYSTEM U.L. LABELS, ENAMEL, STEEL FIRES. TAGGED W ITH CURRENT OR DIRECTED BY THE MARSHALL, ON HOOKS PRIOR TO OCCUPANCY. LOCATIONS. ISOLATED GROUND, 3-WIRE, 24 AREA STOREFRONT OR PORTAL. THROUGH ALL PHASES WITH CONSTRUCTION MANAGER. BY TENANT G.C. THEFT SYSTEM AS DIRECTED BY SENSOR DETECTORS WITH ISOLATED GROUND, SYSTEM PON ER, IN SOFFIT I C INSTALLER THROUGH INSTALLATION. INSTALL 3/4" CONDUIT INSTALL TENANT SUPPLIED EAS SENSOR SYSTEM: I. PROVIDE (1) 115V DEDICATED DUPLEX WITH RECEPTACLE, FOR SYSTEM POWER- IN SOFFIT A TRADES SHALL COORDINATE WITH FAS INSTALLER 2 SYSTEM INSTALLATION. CONFIRM EAS INSTALLER Q G\ 'tICIJ:kn iTMbiRd'iAsT IRVINE, CALIFORNIA 92620 (714) 730-8049 CONTACT: BRIAN LINKSY 3. LATAPDXY 300 PROVIDED BY TENANT, INSTALLED 4. TENANT G.C. TO TRENCH FLOOR FOR ANTI IN 11-1-1 PACSUN CONSTRUCTION MANAGER APPROVAL. 5. TENANT G.C. TO INSTALL TENANT SUPPLIED SENSORMAT IC: I. PROVIDE (1) 115 V DEDICATED DUPLEX IAI 1 TI-1 (1) DUPLEX RECEPTACLE, FOR PORTAL. 2. TRADES SHALL COORDINATE IA1 I TH SENSORMAT CONSTRUCTION FOR INTEGRAL SYSTEM ADT - SENSORMAT IC 21171 S. WESTERN AVE., SUITE 100 TORRANCE, CALIFORNIA 90501 (949) 770-1580 CONTACT: MIKE UPTON s. TENANT G.0 . TO TRENCH FLOOR AND DIRECTED BY ADT - SENSORMAT IC. 4. VENDOR (ADT - SENSORMAT I C ) TO biva.,i(ok I . WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING AND LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND ANY HOLES GREATER THAN 1/2". 2. USE RAECO- L IT1-1 "R-35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER. MIX AND INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. 3. TENANT G.G. TO REMOVE BY ANY MEANS ANY MATERIALS OVER 1/16" FROM CONCRETE SLAB. SELF LEVELING CONCRETE FLOOR TOPPING SENSORMATIC/ADT OR 4d■IGLATTS) 3-N IRE, 24 HOUR CIRCUIT AREA OF STOREFRONT OR ALL PHASES OF FOR ANT I I THEFT SYSTEM AS SENSOR DETECTORS. RECEIVED JUL 08 2011 PERMIT CENTEI 1. GENERAL THIS PRODUCT 15 LIGNTWEIGI-IT IN NATURE AND WILL NOT IMPOSE A SIGNIFICANT LOAD ON THE EXISTING FLOOR SLAB. A. DESCRIPTION Al. A PORTLAND CEMENT-BASE, SELF-DRYING, SELF-LEVELING CEMENTITIOUS TOPPING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. A.2. PROVIDE LABEL, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO COMPLETE THE CEMENT ITIOUS TOPPING WORK AS HEREIN SPECIFIED. B. QUALIFICATIONS 5.1. INSTALLATION OF THE CEMENT-BASED, SELF-DRYING, SELF-LEVELING TOPPING MUST BE BY AN APPLICATOR USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. B.I.A. TOPPING SHALL BE ABLE TO BE INSTALLED 1/16" TO 1/4" IN ONE POUR, BUT MAY BE TAPERED TO MATCH THE EXISTING ELEVATION. BIB, .B. TOPPING MATERIAL SHALL ACHIEVE COMPRESSIVE STRENGTH OF 6100 PSI AFTER 28 DAYS PER ASTM C109 MOD. B.I .C. TOPPING SHALL BE WALKABLE AFTER 2-3 HOURS AT 700F, AND BE ABLE TO BE SEALED IN ITI-1 A WATERBORNE COATING AS SOON AS IT CAN BE WORKED ON IN ITHOUT DAMAGE. C. APPLICATIONS CI. AFTER PROPER PREPARATION, TOPPING SHALL BE SUITABLE OVER NEW OR OLD INDOOR DETERIORATED CONCRETE. D. DELIVERY, STORAGE AND HANDLING - DELIVER MATERIALS IN THEIR UNOPENED PACKAGES AND PROTECT FROM EXTREME TEMPERATURES AND MOISTURE. PROTECT LIQUIDS FROM FREEZING. INSIDE DELIVERY PAID FOR BY TENANT'S FLOORING CONTRACTOR. 2. PRODUCTS A. MATERIALS A.I . WATER SHALL BE CLEAN, POTABLE, AND SUFFICIENTLY COOL (NOT WARMER THAN 70°F). 3. EXECUTION IN ADDITION TO THE GENERAL PROCEDURES DESCRIBED WHEREIN, REFER TO THE MANUFACTURER'S CURRENT PUBLISHED PRODUCT LITERATURE FOR COMPLETE INSTALLATION DETAILS FOR THE MATERIAL BEING INSTALLED. A. PREPARATION A.I . ALL STANDARD ABSORBENT CONCRETE SURFACES MUST BE SOUND, SOLID, CLEANED, AND PRIMED. I. DOORS MUST BE OF HEAVY CONSTRUCTION, HUNG IN A FRAME SUFFICIENTLY STRONG TO AVOID PRYING. HINGES MUST BE EITHER LOCATED WITHIN THE DOORWAY OR THE SCREWS AND BOLTS MUST BE SET IN SUCH A WAY THAT THEY CANNOT BE REMOVED. HINGE PIN SHOULD BE WELDED, FLANGES OR WITH SET SCREWS TO PREVENT REMOVAL. 2. DOOR JAMBS MUST BE OF A STRONG CONSTRUCTION TO PREVENT SPREADING BY A CROWBAR OR AUTOMOBILE JACKS. THE LOCKING BOLT MUST BE AT LEAST ONE (I) INCH INTO THE JAMB FOR PREVENTION OF SPREADING. CYLINDERS SHOULD BE FLUSH OR INSET TO PREVENT "IAIRENCI-11NG" W ITH A 7-PIN CYLINDER GUARD. 3. ALL MEANS OF INGRESS OF SIXTY (60) SQUARE INCHES OR LARGER MUST BE SCREENED, LOCKED OR GRILLED IN SOME MANNER TO INCLUDE AIR VENTS, MANHOLES, LOADING CHUTES AND ALL OTHER AVENUES THROUGH THE ROOF AND OUTER WALLS. 4. NEVER KEY A JOB WITH PERMANENT KEYING DURING CONSTRUCTION PHASES. LOCKS SHOULD BE PROVIDED WITH CONSTRUCTION CORES AND RE-KEYED BY CORPORATE LOSS PREVENTION OR THE ASSIGNED DISTRICT MANAGER UPON THE COMPLETION OF THE JOB. S. PERIMETER EMERGENCY EXIT MUST BE PROVIDED. WELDED PLATES AND/OR ONE (1) PIECE CONSTRUCTION TO PROTECT FOREIGN OBJECTS FROM INSERTION (ie. WIRE LOOPS TO PANIC BAR HANDLES AND/OR SAW ING OF THROW BOLTS.). 5.A. USE "BEST" LOCKING HARDWARE WITH INTERCHANGEABLE CORES. (BY TENANT) 5.5. MASTER KEY SYSTEM/CONTROLLED FROM CORPORATE LOSS PREVENTION. 5.C. ALL CUSTOMER DOORS (PROVIDE IE CYLINDERS, FLUSH OR TAPERED HEAD) WITH A CYLINDER HEIGHT OF 48 INCHES. S.D. IE-74-C-181- R-3 (626 FINISH OR THE DESIRED FINISH). ADAMS RITE LOCKS (OR EQUAL). 5.E. THUMBSCREW (INSIDE GATES) WITI-I TUBE PROTECTORS. 5.F. EMERGENCY/SERVICE EXIT USE 70-R ALARM (EXIT DEVICE) WITH "BEST" 1E72 RIM CYLINDER. (BY TENANT). 5.G. INSIDE CYLINDER ONLY. 5.14. MANAGER OFFICE LOCKSET SUPPLIED BY TENANT AND INSTALLED BY TENANT G.C. 5.1. STOCK ROOM, TOILET ROOM, SERVICE AND OFFICE DOORS SHALL BE EQUIPPED WITH AUTOMATIC CLOSERS. (HYDRAULIC TYPE). REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 e 2011 City of Tukwila BUILDING DIVISION 530 pocsun• COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural wore under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. AAD:FITCH dba FITCH Kevin T Evemham RA AIA 11435 North Scothdds Road, thee 1115 Scottsdale Adams 85254 PHONE (480) 998-4200 FAX (480) 998-7223 rovrAchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: SCALE: 5/24/20H 11-0"=11-0" DRAWN BY: C1-1 PROJECT No.: SWEET: A001 PSN-10-016 DOOR SCHEDULE KEY DESCRIPTION RESPONSIBILITY SCHEDULE FINISH SCHEDULE 1 FURNISHED 1 INSTALLED D -1 ENTRY ROLLING GRILLE: "M ETR OVERHEAD ROLT NG, EXTERIOR, THUMBTU HEAVY DUTY 3" BOTTOM BA THAT GRILLE ROLLS -UP COMPLETELY =1 (FURNISHED AND INSTALLED BY TENANT'S • TENANT G.G. TO PROVIDE SIGN OVER DOOR TO REMAIN UNLOCKED WHEN THIS BUILD TO BE I" HIGH ON A CONTRAST' CKGRIUP R" MANUALLY, STRAIGHT PATTERN, CURTAIN GRILLE, W/ "BEST" LOCKS, KEYED AT 15- N THE INTERIOR. BLACK ANODIZED GUIDES. ADJUST STOPS SO IND To- -'• SIG S 4 ■ : IS DOOR o 5 D -2 ENTRY DOORS (WITH WIRE MESH): (2) 3' -6" X 10' -8" CUSTOM ALUMINUM DOORS PROVIDED BY TENANT. TENANT DOOR VENDOR TO PROVIDE "BEST" 3 -PT LOCKING SYSTEM, LOCKING 7 PIN CYLINDERS PER PACSUN SPECS. HOLD OPENS TO BE PROVIDED BY DOOR VENDOR AND INSTALLED BY TENANT G.C. TENANT DOOR VENDOR TO ENSURE DOOR CONFORM WITH ADA REQUIREMENTS. • ALL MOUNTED HARDWARE TO MATCH MULLION COLOR. •TENANT DOOR VENDOR TO PROVIDE SIGN OVER DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED." LETTERS TO BE I" NIGH ON A CONTRASTING BACKGROUND. • TENANT DOOR VENDOR TO SUPPLY AND TENANT G.G. TO INSTALL IVES FS451 FLOOR STOP WITI -1 MANUAL HOLDER 3' -6" 3' -6" 0o sic 1 STOREFRONT ALUMINUM STOREFRONT SYSTEM I/2" TEMPERED STOREFRONT GLASS GL -1 • ALUMINUM STOREFRONT BASE kENTRY DOORS a 0 J 0 z 5 1- z z w 1- 0t 0 Z Z 0 1-- z z w DEMOLITION z w 0 1- w a 0 J w re L T CL T C4 i 1 • 1 • •1 •1 a • 1 •1 1 1 • I •1_ 1 k z O �`` Q 1 a Q w 1 5 REMARKS I 3 • STOREFRONT SIGN •moo NM NEUTRAL PIERS MIEMMM • WU CONTINUOUS REVEALS MIE EIMM !II MALL FLOORING (IF EIMMIEM MMLIM lin PAINT g D ;111111111111111111M IMAGE TRACKS • MM.I STOREFRONT SIGN VINYL 'PACSUN' LOGO ON GLASS t BREAK METAL D -3 ENTRY GLASS DOORS (FRAME): (2) RAIL. "B PULLS SI-IALL BE STAINLESS TI-IRESHIOLD. SEE A400 SERIE ENSURE THAT DOORS CONFORM WI REQUIREMENTS. • TENANT G.C. TO PROVIDE SIGN OVER DOOR ST DOOR TO REMAIN UNLOCKED WHEN THIS BUILD OCCUPIED." LETTERS TO BE 1" HIGH ON BACKGROUND. " X 5' -0" WIDE API DOORS WITH WIDE STILES AND 10" KICK ES •CKING 7 PIN CYLINDERS PER PAC SUN SPECS. 4-IALL BE WOOD #RM2120 (20 "). HARDWARE TO BE SS STEEL FINIS` TH WEATHER STRIPPING, CLOSERS, AND )LD. SEE A400 SERIE •R LOCATION. TENANT G.G. TO THAT DOORS CONFORM WI - &CCESS>I3I1I1rVDTE 3' -0" " 4 FLOORING / BASE / TRIM 1 FLOOR DEMO, SCRAPE, PREP. TRANSITION STRIPS VCT FLOORING (NON - SALES) SHEET VINYL (NON - SALES) RUBBER BASE (NON - SALES) 4" PAINTED WOOD BASE POLISHED CONCRETE FLOOR 0-4 FITTING ROOM DOOR: 3' -0" x 5' -O" x 1 3/4" S.C. FITTING ROOM DOOR. DOORS, JAMBS, BUTTS, HANDLE AND LOCKING HARDWARE SUPPLIED BY OWNER. G.C. TO INSTALL. • TENANT G.C. TO INSTALL DOOR, FRAME, LATCHSET, PACSUN SUPPLIED STEEL COAT HOOK (IN THE CENTER OF THE DOOR ON ALCOVE SIDE, AND 1" DOWN FROM THE TOP TO THE TOP OF THE FLANGE). TENANT G.C. SHALL PROVIDE AND INSTALL DOOR BUMPERS. DOOR STOPS ON JAMBS SHALL BE 5' -0" LONG AND INSTALLED AT LENGTH OF DOOR ONLY (DO NOT EXTEND STOPS TO FLOOR AND HEAD). PAINT PER ELEVATIONS. •TENANT G.G. TO MORTISE DOOR ONLY. JAMB HINGES TO BE SURFACE MOUNTED. CAULK BOTTOM OF DOOR FRAME. • DOOR STOP TO BE DELTANA CONVEX FLUSH BUMPER. PRODUCT #WBC238U26D, FINISH US26D (BRUSHED CHROME), AND IS TO BE MOUNTED AT 36" A.F.F. •LATCHSET SHALL BE LEVER TYPE AND SHALL COMPLY WITH ADA, ANSI AND CALDAG REQUIREMENTS. I) ONE(1) ARROW LOCKSET #L14 -13RR WITH WHITE 'STRIKE BOX', FIELD INSTALLED BY G.C. (OR TENANT APPROVED EQUAL) • SEE DETAIL 2/A002 • TENANT G.G. TO SUPPLY AND INSTALL DOOR SILENCERS P -1 (FR-) D-4A 1-I .C. FITTING ROOM DOOR: CONCRETE INFILL AT ENTRY 4" PAINTED WOOD TRIM PATCHING CONCRETE FLOOR PROTECTION 1 WALLS a L '4 DEMISING WALL GYP. BD. DEMISING WALL STUDS SALES WALLS FRAMING/ BLOCKING /GYP. BD. TOILET ROOM FRAMING/ BLOCKING /GYP. BD. FITTING ROOM FRAMING/ BLOCKING /GYP. BD. I INTERIOR PARTITIONS WALL PREP. AND PAINT CONCEALED BLOCKING 2 TOUCH -UP PAINT GALVANIZED WALL PANELS IN HALLWAY 3' -0" x 6' -0" x 1 3/4" S.C. FITTING ROOM DOOR. DOORS, JAMBS, BUTTS, HANDLE AND LOCKING HARDWARE SUPPLIED BY OWNER. G.C. TO INSTALL. • TENANT G.G. TO INSTALL DOOR, FRAME, LATCHSET, PACSUN SUPPLIED STEEL COAT HOOK (IN THE CENTER OF THE DOOR ON ALCOVE SIDE, AND I" DOWN FROM TI-1E TOP TO THE TOP OF THE FLANGE). TENANT G.C. SHALL PROVIDE AND INSTALL DOOR BUMPERS. DOOR STOPS ON JAMBS SHALL BE 5' -0' LONG AND INSTALLED AT LENGTH OF DOOR ONLY (DO NOT EXTEND STOPS TO FLOOR AND HEAD). PAINT PER ELEVATIONS. •TENANT G.G. TO MORTISE DOOR ONLY. JAMB HINGES TO BE UfZ CE, M(? NL Dm CA, K. O;C70 OF D(? R,,,FRArlE � '�. �, '`, �,, � � ter... �, �.... (.DOOR STOP TO BE DELTANA DOME STOP HIGH PROFILE BUMPER. PRODUCT #DSH916U26D, FINISH US26D (BRUSHED 'CHROME) °�,,....a\. ~ ~ °\ �... `..• ..... \,....'�. °� ._•� `...�....._ �,, ~•'\ ....sue ....,, ` .LATCHSET SHALL BE LEVER TYPE AND SHALL COMPLY WITH ADA, ANSI AND CALDAG REQUIREMENTS. 1) ONE(1) ARROW LOCKSET #L14 -BRR WITH WHITE 'STRIKE BOX', FIELD INSTALLED BY G.G. (OR TENANT APPROVED EQUAL) .SEE DETAIL 2/A002 .TENANT G.G. TO SUPPLY AND INSTALL DOOR SILENCERS SOUND ATTENUATING INSULATION COLUMN PAINT a CEILING GYP. BD. CEILINGS OR SOFFITS 1L FRAMING /GYP. BD./ 4 PLYWOOD AT TOILET ROOM IFRAMING /GYP. BD./ PLYWOOD AT HALLWAY FRAMING /GYP. BD. /. AT FITTING ROOMS DRYFALL DECK PAINT D-5 SALES /NON -SALES AND STOCK ROOM: 3' -0" x 7' -0" x 13/4" S.C. PAINT GRADE WOOD DOOR AND FRAME WITH 1 -1/2 PAIR H.D. BUTTS AND S/5 LEVER TYPE PASSAGE SET WITH SELF CLOSING DEVICE. (90 MIN. RATING FOR DOORS OPENING TO ONE HOUR PASSAGEWAY, 20 MIN. RATING AT DOORS OPENING TO UNPROTECTED PASSAGEWAY) (NO LOCKS PERMITTED ON SALES AREA DOOR) • TENANT G.G. TO INSTALL DOOR, FRAME, LATCHSET AND 34" X 34" X 1/8" STAINLESS STEEL ARMOR KICK PLATE FASTEN TO DOOR WITH SELF THREADING SCREWS. PAINT PER ELEVATIONS. CAULK BOTTOM OF DOOR FRAME. • SEE DE,TAIL 1 /A00 /.DOOR STOP TO BE DELTANA DOME STOP HIGH PROFILE , KICK BUMPER. PRODUCT #DS1-1916U526D, FINISH US26D (BRUSHED\ `( CHROME) = 2 "EMPLOYEES ONLY" SIGN _ ® ra - IreSALES SIDE ONLY PLATE D -6 TOILET ROOM: 0 DOORS HALLWAY DOOR/ FRAM E/HARDWAR FITTING ROOM DOORS/ FRAMES /HARDWARE TOILET ROOM DOOR/ FRAME /HARDWARE REAR DOOR AND FRAME REAR DOOR HARDWARE 1 REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER ACCESS PANELS AS REQ'D FOR MOTORS /VAV / ETC . KICK PLATES g 4 a 1 4 4 Z k T G I L T G a •4 •1 • 1 • I • • • • • 1 • • •k • & •_ • • T CIL T G • •I • • COORDINATE INSTALL WITH SIGNAGE CONTRATOR TENANT G.C. TO REFINISH /PAINT AS REQUIRED SEE PLANS AND ELEVATIONS INFILL 1-11TI1 CONCRETE PATCI i COORDINATE NEW INSTALL WITH SIGN CONTRACTOR 6 1 COVER EXISTING SLAB WITH NEW FINISHES (SEE PLANS) IREFER TO PLANS a ONLY IN EXPANDED NON -SALES SETTING MATERIALS BY TENANT G.C. SETTING MATERIALS BY TENANT G.G. TENANT G.G. TO PAINT (CAULK) RAMP TO BE CONCRETE IMO TENANT G.G. TO PAINT (CAULK) CASE CONCRETE ONLY TENANT G.C. TO PROTECT FINISHED FLOOR WITH MASONITE M TENANT G.C. TO PATCH /REPAIR AS REQUIRED PER UL 465 _rte _MM .0 Q MEIMICIM MIEHMCIMI . --.. .IM.EM . ._. . ... ©©B COMM MAIM .. M.L.D •3' -0" x 6' -8" x 1 3/4" S.C. PAINT GRADE WOOD DOOR WITH 1 -1/2 PAIR SELF - CLOSING SPRING HINGES AND STAINLESS STEEL LEVER TYPE PRIVACY SET. .TENANT G.C. TO INSTALL DOOR, FRAME, DOOR CLOSER, LATCHSET, DOOR STOP. AND ALL SIGNAGE REQUIRED BY LOCAL CODE, INCLUDING, BUT NOT LIMITED TO BRAILLE AND ADA SIGNAGE. PAINT PER ELEVATIONS. CAULK BOTTOM OF DOOR FRAME. .SEF D AID 3/ 00 /.DOOR STOP TO BE DELTANA DOME STOP HIGH PROFILE , BUMPER. PRODUCT #DSH916US26D, FINISH US26D (BRUSHED( CHROME) 2 REAR SERVICE DOOR D-7 3' -0" x 7' -0" HOLLOW METAL DOOR 4 FRAME. PROVIDE A COMPLETE 90 MIN. ASSEMBLY. PROVIDE DOOR VIEWER AND LABEL REAR OF DOOR "PACSUN" AND SPACE NO. (COORDINATE WITH MALL MANAGEMENT) •TENANT G.C. TO INSTALL DOOR, FRAME, NEW PANIC HARDWARE SUPPLIED BY TENANT, 34" X 34" 1/6" 5.5. ARMOR KICK PLATE FASTENED TO DOOR W/ SELF THREADING SCREWS, DOOR CLOSER, SMOKE GASKETS, THRESHOLD AND SCREW ON TYPE WEATHERSTRIPPING AS REQUIRED. INSIDE AND OUTSIDE OF DOOR AND FRAME TO BE PAINTED P -1. CAULK BOTTOM OF DOOR FRAME. • SEE DETAIL 3/A002 FIRE RATED DOOR VIEWER AT 54" A.F.F. PANIC HARDWARE AT 40 "A. F. F. PLATE /DOOR STOP TO BE DELTANA DOME STOP HIGH PROFILE ; BUMPER. PRODUCT #DSH916U526D, FINISH US26D (BRUSHED( CHROME) ' D -8 MALL BARRICADE DOORS (FROM MALL TO TENANT SPACE) = 1 N INSIDE ELEVATION (2) 3' -0" x 7' -0" x 1 3/4" SOLID WOOD DOOR (NO FRAME) W/ PASSAGE LOCKSET HANDLE W/ S.S. FINISH. LATCH LEVER HANDLE TO BE OPERABLE FROM INTERIOR W/O USE OF KEY. APPLY SIX (6) STANLEY HINGES (THREE (3) PER DOOR) #FBB -179 NRP, 4 1/2" x 4 1/2" 26D FIELD MORTISE. TWO (2) MANUAL SLIDE BOLTS INSTALLED IN LEFT DOOR TOP AND BOTTOM. ONE (1) DEADBOLT SINGLE CYLINDER WITH THE LOCK INSTALLED IN THE RIGHT DOOR, FIELD MORTISE STRIKE IN THE LEFT DOOR. •TENANT G.C. TO PROVIDE AND INSTALL UNFINISHED DOORS AND HARDWARE . MOUNT DOORS FLUSH WITH BARRICADE PLYWOOD. INSTALL BARRICADE WALL BASE AND GRAPHICS TO THE MALL SIDE. .NO TRIM AT THESE DOORS 0 MALL SIDE ELEVATION LIGHTING 1 SALES AREA TRACK AND LIGHTS NON -SALES AREA LIGHTS FITTING ROOM MIRROR LIGHTS FITTING ROOM LIGHTS MULLION MTD. TRACK LIGHTING SOFFIT MOUNTED LIGHTING IEXIT /EMERGENCY LIGHTS AUTOMATIC LIGHTING SENSORS f CRS 5/8" TYPE "X" GYP. BD. BOTH SIDES OVER 3 -5/8" METAL STUDS. METAL DOOR FRAME AND JAMB z MEM ME 111111111111111111= n..CIIII _ IKE EINIMMIEM IBM MOMMIDIN IBM DR D 1111011111111111INCIM N CIMM.0 aCIMMI:111I ium i0. Iffmn 16ga. METAL IF F.R.T. WOOD 15 NOT APPROVED PRIOR TO PUNCH, TURNOVER AND OPENING GP -1 PAINT P -6 — DOOR, SEE SCHEDULE TENANT G.C. SHALL RABBET TRIM AT METAL JAMB TO FIT TIGHT TO WALL (SALES AREA SIDE ONLY) -DOOR STOP (5' -0" LONG, ALIGN WITH TOP OF DOOR) ELI 443' 1r 111 Iiir 5/8 " 'TYPE "X" GYP. BD. BOTH SIDES OVER 3 -5/8" METAL STUDS. OF.R. ALCOVE DOOR (7 )FITTING ROOM DOOR SCALE: 3 "= 1-0" SCALE: 3 "= 1' -0" (3) BLACK FINISH MM\oa\e. \M.M C\\ ccea\\\\ \\\=\ra\\\\9\\\\ \\wr\\\\\\\\oFM ea\\\\\\\\ROaurxa\\\ \\\\ \\\\\\\r\\ \\\\ \\\\\\\\raa\\a\ : 5/8" TYPE "X" GYP. BD. BOTH SIDES OVER 3 -5/8" METAL STUDS. --7 METAL DOOR FRAME AND JAMB DOOR, SEE SCHEDULE ONON -SALES DOOR SCALE: 3 "= 1' -0" 1 FURNISHED INSTALLED DEMOLITION ITEM 0 1 crfi k Z d 5 STOCK ROOM, HALLWAY, OFFICES AND OTHER NON SALES AREA WALLS: =EGGSHELL; ALL DOORS AND FRAMES (EXCEPT TOILET ROOMS): SEMI GLOSS P -2 NOT USED P -3 NOT USED 13-4 SALES AREA CEILING OR STRUCTURE AND DECK: SHERWIN WILLIAMS #7045, "INTELLECTUAL GRAY" (FLAT) Og U QI a u) . REMARKS FIXTURES / SALES AREA L T ENII T .. a CAST -I / BACK WRAP • M.I.. \ TENANT G.G. TO SCRIBE BASE TO FLOOR FLOOR FIXTURES a • Mal .UM.. ` • ` G.G. • OU I , ■ 5 ': , • 1 • S WALL STANDARDS • •J•• a RECESSED WALL MIRRORS U-.. FLOOR MIRRORS • W... MERCHANDISING HARDWARE a • MI • .. - - • r1 _ ----- PIN PAD BRACKETS a ZANZIBAR FIXTURES h • .J.. k TENANT G.C. TO PAINT (6) UNITS WHITE TABLE NESTERS a3 4 • ..... ... ? NM a TENANT G.G. TO PAINT (8) UNITS BLACK 4 NM MM ME tL .RR.MI T a CgL T a C .. .. .. 111111 . a ' a STOCK ROOM OFFICE DESK • . • .. k FILE CABINET • • • 3 SAFE • . • ? 4 TENANT G.C. TO BOLT TO FLOOR LOCKERS 3 • • . ...M • a .. i TENANT G.C. TO ASSEMBLE. STANDARDS 4 BRACKETS SHELVING • . • 1 •. k FIRE TREATED IF REQUIRED BULLETIN BOARDS • . • .. a a h VERIFY LOC. WITH PACSUN OPERATIONS (4) PAINT AND PRIMER a . . • k .. s I ROLLING SHELVING UNITS h q • . • ` .. g ? TENANT G.C. TO LEVEL FLOOR PRIOR TO INSTALLING RECEIVING TABLE • . • k .. 4 0 WHEN USED - TENANT G.C. TO ASSEMBLE HARDWARE /BAR BINS a • . • k .. a LADDER HOOKS . . .. 1 (2) SETS .. g . . . MISCELLANEOUS L T MI T .. PICK -UP PERMIT/ PAY PERMIT FEES flail • CONSTRUCTION SITE PHONE AND FAX ? . . .. a IDE NFORMATION TO PACSUN AND AROVRCHITECT. I ' P SPRINKLER SYS. PLANS/ PLANS/ PERMIT/ FEES .l�. MALL DEPOSIT /. INSURANCE WAIVERS \ a VERIFY MALL'S REQUIRED CONTRACTOR JANITORIAL SERVICE/ FINAL CLEANING . 4 ` .. MIN ( ) (3) FULL CLEANINGS TRAS REMOVAL/ DUMPSER RENTAL NTAL . UM . , `� 4 .. .. a k VERIFY MALL'S REQUIRED CONTRACTOR ROOF PENETRATIONS DEMOLITION/ to AND ... TEMPORARY BARRICADE . .. COORDINATE WITH LANDLORD AND MALL. BARRICADE GRAPHICS • • .. .. ..Wil 4 . .. MI 4 SPECIALTY a L $ T • C L i T • .. .. a a k TEN G.C. TO COORDINATE WITH INSTALLER ANTI THEFT SYSTEM SCANNERS, TAG GUNS • •.. COMPUTER / POS SYSTEM z • • .. BUZZER SYSTEMS • § .. SEE ELECTRICAL DRAWINGS. FIRE EXTINGUISHERS a . • • q a ? . . . •.. • a • a • a .. ..� .. 1 1 • VERIFY LOCATIONS W/ FIRE MARSHALL k WHEN REQUIRED - VERIFY WITH MALL FIRE ALARM SYSTEM CASH WRAP SIGNAGE ? GASH WRAP PIN PAD BRACKETS a SUNGLASS /FRAGRANCE FIXTURES • . • .. a ;TENANT G.C. TO ASSEMBLE (5) TYP a .Mil .W.. In. •... .. , FITTING ROOMS El T Mill T E.. n CUSTOM MIRROR CABINETS • Mal ... MIRROR . -U. .. g TENANT G.G. TO SILICONE AROUND ,,a H .C. MIRROR�S E: AND FRAM,© �.. FRAME • • M � ... ... CM EIM g TENANT G.C. TO SILICONE AROUND HOOKS ON DOORS HOOKS ON WALLS MI • M.CM MI h TENANT G.G. TO PROVIDE BACKING TAG HOOKS • M.Clill.. k SEE DETAIL. PROVIDE BACKING MASTICS /ADHESIVE \ MASTICS /ADHESIVES . . AS REQUIRED FIXED SEAT LEDGE •.C.. H.C. FITTING ROOM ONLY CODE RELATED SIGNAGE i AS REQUIRED DOOR STOPS ... NM FITTING ROOM SIGNAGE I. • ... k PER PLAN LOCATIONS MDF PANELS FOR F.R. ENTRY .c... mom TENANT G.G. TO PAINT P -1 .111 IEM 1.1. 1111 Mill ... MIIII NM . IBM .... MEI .. AUDIOT T .. 4 —' - - - •' - a • ► •, • � •.. NM EIM MUSIC SYSTEM EQUIPMENT • Mill • NM .. • PULL WIRE, CONDUIT AND BOXES PLYWOOD BACKING i. .C.Q.. Oil ... aaa . .. M... \ IIII NM ME EMI IIII .1.1 NMI MEM .IIIM.. IBM ®. .. 1 PAINT P -1 REFER TO PLANS FOR LOCATIONS: 'SHERWIN WILLIAMS' #7004 "SNOWBOUND" FITTING ROOMS, STOCK ROOM, AND HALLWAY CEILINGS: EGGSHELL TRIM AND FITTING ROOM DOORS: SEMI GLOSS INSIDE TOILET ROOM WALLS CEILING DOOR AND FRAME: GLOSS 2 STOCK ROOM, HALLWAY, OFFICES AND OTHER NON SALES AREA WALLS: =EGGSHELL; ALL DOORS AND FRAMES (EXCEPT TOILET ROOMS): SEMI GLOSS P -2 NOT USED P -3 NOT USED 13-4 SALES AREA CEILING OR STRUCTURE AND DECK: SHERWIN WILLIAMS #7045, "INTELLECTUAL GRAY" (FLAT) P -5 FITTING ROOM WALLS: 'SHERWIN WILLIAMS' #7043 "WORLDLY GRAY" (EGGSHELL) P_6 EXPOSED COLUMNS 'SHERWIN WILLIAMS' #SW 7048 "URBANE BRONZE" (EGGSHELL) PAINT NOTES: I. ALL GYP. BD. SURFACES THROUGHOUT SHALL HAVE A SMOOTH (NO TEXTURE) SANDED SURFACE AND SHALL BE PREPARED FOR PAINT FINISH AS SPECIFIED ON THE PLANS. 2. ALL PAINT USED SHALL BE COMMERCIAL WATER BASED INTERIOR ENAMEL 3. ALL GYP. BD. SURFACES SHALL RECIEVE 3 (THREE) COATS OF PAINT. 4. ALL GYP BD FINISHES IN THE SALESA AREA AND FITTING ROOMS ARE TO BE A LEVEL 5 FINISH. NOTE: THIS FINISH SCHEDULE IS INCLUSIVE OF ALL FINISHES THAT PACIFIC SUNWEAR HAS SPECIFIED FOR PROTOTYPE DESIGN. SOME OF THESE FINISHES MAY NOT BE USED IN THIS STORE. DO NOT REFER TO THIS FINISH SCHEDULE AS A DIRECTIVE OF FINISHES USED IN THIS STORE FOR FINISH TAKE -OFFS. WHEN DOING FINISH TAKE -OFFS, REFER TO SHEET A200 (FINISH PLAN), A500 (INTERIOR ELEVATIONS), A501 (FITTING ROOM ELEVATIONS) AND A400 SERIES (STOREFRONT DRAWINGS). METAL FINISHES MF -1 MF -2 METAL FINISH (ALUMINUM STOREFRONT SYSTEM) STAINLESS STEEL NOTE: ANY OTHER METALS DESIGNATED AS MF -1 SHALL MATCH THIS FINISH METAL FINISH (CORNER POSTS /BUILD DOWNS) SHERWIN WILLIAMS #7048 "URBANE BRONZE" NOTE: ANY OTHER METALS DESIGNATED AS MF -2 SHALL MATCH THIS FINISH FLOORING F -1 SALES AREA: POLISHED CONCRETE. FLOORING CONTRACTOR SHALL POLISH CONCRETE SLAB UP TO 1500 GRIT. SEAL PER SPECIFICATIONS SHEET A001. TENANT G.C. TO PROTECT FINISHED FLOOR WITH 1/4" MASONITE. F -2 STOCK ROOM / HALLWAY: 12" X 12" X 1/8" VINYL COMPOSITION TILE BY MANNINGTON ESSENTIALS; COLOR: 127 WARM BEIGE; INSTALL WITH MANUFACTURER'S RECOMMENDED ADHESIVE. NOTE: TENANT G.C. TO ORDER VCT AT START OF PROJECT F -3 TOILET ROOMS: RESILIENT SHEET VINYL FLOOR; MANNINGTON CUSTOM SPEC 11 COLOR 6419 12' WIDTH FOR A SEAMLESS INSTALLATION W/ 6" HIGH INTEGRAL COVE BASE. INSTALL WITH MANUFACTURER'S RECOMMENDED ADHESIVE. F-4 MALL TILE: MALL TILE TO BE INSTALLED AT STOREFRONT (SEE SHEET A200). COORDINATE WITH MALL OPERATION MANAGER BASE MATERIALS B -1 FITTING ROOM / ACCESSORY WALLS / SALES AREA: 1" X 4" HIGH WOOD BASE WITH P -I FINISH. SCRIBE TO FLOOR. TENANT G.G. TO CAULK AND JOINT. B -2 STOCK ROOM / HALLWAY / CONSTRUCTION BARRICADE: 'ROPPE' #P122 NATURAL 4" HIGH RUBBER BASE, INSTALL WITH MANUFACTURER'S RECOMMENDED ADHESIVE. B -3 SALES AREA: NOT USED 'ROPPE' #P161 SNOW 6" HIGH RUBBER BASE, INSTALL WITH MANUFACTURER'S. RECOMMENDED ADHESIVE. B -4 TOILET ROOMS: SHEET VINYL FLOORING INSTALLED 6" UP WALL WITH SILVER DIVISION BAR B -5 STOREFRONT BASE: 6" MF -1 ALUMINUM STOREFRONT SYSTEM BASE TRANSITION STRIPS T -1 CONCRETE FLOOR TO VINYL FLOOR TRANSITION STRIP: ARMSTRONG VINYL TRANSITION STRIP #VT8, COLOR "LIGHT GRAY" T -2 CONCRETE FLOOR TO MALL FLOOR TRANSITION STRIP: 1/8" TERRAZZO STRIP T -3 V.C.T. TO SHEET VINYL TRANSITION STRIP: MARBLE THRESHOLD TRIM TR -1 DOOR/PASS THROUGH CASING: 4" WOOD TRIM WITH P -1 FINISH (BY TENANT G.C.) TENANT G.C. TO CAULK AND PAINT. TR -2 TRIM AT 12' -0" ABOVE SALES AREA: 1" X 4" WOOD TRIM WITH P -4 FINISH (BY TENANT G.C.) TENANT G.G. TO CAULK AND PAINT. GLAZING GL -1 GL -2 CLEAR TEMPERED STOREFRONT GLASS: 1/2" TEMPERED GLASS CLEAR TEMPERED STOREFRONT GLASS: NOT USED 1 " INSULATED CLEAR LOW -E GLASS MISCELLANEOUS FRP -1 TOILET ROOM / DRINKING FOUNTAIN ALCOVE / MOP SINK PANEL: MARLITE 48 "x96 "x3/32" P100 'WHITE' CLASS 'A' FRP BOARD GP -1 GALVANIZED WALL PANELS: 20ga GALVANIZED SHEET METAL (BY TENANT G.C.) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER bk1 --I ( 530 pAcsuQ. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c Q 4.9, 0 _c otp -- cn *NE° -(7) a) U co -45 U O 5 O O LC) (n CO I-- Ce W O .1 O D O � W U 7.1 (n F) 0 0 m = z W Z Q z AAD:FITCH dba FITCH Kevin T Evernham RA AIA 16185 North 8wthia& Rona Salts 195 Scotted.l. Arizona 85254 PHONE (480) 998 -4200 FAX (480) 998-7223 viwafQ•ILC.m 9926 KEVIN T. EVERNHAM STATE OF WASHINGTON 11 DATE: 5/24/2011 SI -IEET: 1/4 " =1' -0" DRAWN BY: Ao 02 CH PROJECT No.: PSN-10 -016 DESIGN NO. U465 NONBEARING WALL RATING - 11-IR. © l0 0 to RATINGS DESIGN NO. X528 - 1, 2, AND 31-IR. SYSTEM NO. WL1001 (FORMERLY SYSTEM NO. 147) F RATINGS -1, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 1-IR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM /SQ FT. L RATING AT 400 °F -LESS T1-IAN 1 CFM /SQ FT. DESIGN NO. U411 - NONBEARING WALL RATING 21-IR. e 0 DES( N NO X82 RATINGS - 1,G1 -1/2, 2 3 AND 4 I-IR. o 0 - IF, IF MINIMUM THICKNESS OF SPRAY -ON FIREPROOFING IS NECESSARY, USE "CAFCO 300" BY ISOLATEK (NO 1 SUBSTITUTIONS). SALES CONTACT: (800) 631 -9600. © o ► ' ' © � © �■-J 0 _ 0 '. JL� B DESIGN N1-01/.2X822 1 RATINGS - 3/4, 1, , AND 3HR. 0 1111 0 ,...,„,.., dmir 7 4 th ji s ,iiiiiiiiiiim 7. �-_ _ 1110m0L. _ ��t�� 1'�� ��►1�♦ ♦1t l�t� © 0 - - =' �,: - emu:. ° ' CE I°L k \IG,a • : °, ;.0 d L1 N -. IjLJ O L I • lil —III l�� .' .. :. : �EI•LId�G.., : :. :.. "'. :.,: ,..0 ,II: IN .. • .. s 0 _ . • 11 1 AM III III 41 I. STEEL STEEL 2. WALLBOARD, FOR GYPSUM THICKNESS APPLIED HORIZONTAL 2A. RATING, 2 VERTICALLY 3. STEEL FABRICATED 4. CORNER NO. TIE 6. SCREWS 2 PHILLIPS SECOND (25 SAME BY 7. FINISHING *BEARING 111 y�V• 0 _II ir- • CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS COLUMN- MIN SIZES OF W- SHAPED AND TUBULAR 5TEEL COLUMNS WHICH APPEAR IN THE AISC CONSTRUCTION MANUAL AS SHOWN UNDER ITEM 2. GYPSUM* - FOR IHR RATING, ANY 5/8 IN. OR 1/2 IN. THICK GYPSUM WALLBOARD CLASSIFIED USE IN FIRE RESISTANCE ASSEMBLIES. FOR 2HR AND 3HR RATINGS ANY 5/8 N. OR 1/2 IN. THICK WALLBOARD CLASSIFIED FOR USE IN OTHER 2HR, 3HR, OR 4HR COLUMN DESIGNS. MIN TOTAL OF LAYERS IN INCHES FOR THE VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS: 14- 514APED COLUMNS MIN COLUMN L RATING (HOURS) CORNER DETAILS FOR VARIOUS RATINGS SIZE 1 2 3 IHR 2HR 31-112 TOTAL THICKNESS (IN.) 144x13 I I -1/2 2 -1/4 B C D 146x15.5 I 1 -1/2 2 -1/4 B C D 1410x49 1/2 I -I/8 1 -7/8 A B C TUBE SHAPED COLUMNS TS 4 BY 4 BY 0.188 I 1 -5/8 2 -1/2 B G D TS 8 BY B BY 0.250 5/8 I -5/8 2 -1/2 A C D IN LAYERS AS NOTED IN THE ABOVE ILLUSTRATIONS. BOARDS ARE TO BE APPLIED VERTICALLY WITHOUT JOINTS. SEE WALLBOARD, GYPSUM (CKNK) CATEGORY FOR NAMES OF MANUFACTURERS. WALLBOARD, GYPSUM* - AS AN ALTERNATE TO ITEM 2- 3/4 IN. THICK GYPSUM WALLBOARD. FOR 2HR 1 -1/2 IN. TOTAL THICKNESS, INSTALLED IN ACCORDANCE WITH CORNER DETAIL B. FOR 3HR RATING, -1/4 IN. TOTAL THICKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL C. BOARDS ARE TO BE APPLIED WITHOUT HORIZONTAL JOINTS. UNITED STATES GYPSUM CO. - ULTRACODE OR TYPE IP -X3. STUD- 1 -5/8 IN. WIDE WITH 1 -5/16 AND 1 -7/I6 IN LEGS HAVING A 1/4 IN. FOLDED FLANGE FROM NO. 25 MSG GALV STEEL. LENGTH TO BE 1/2 IN. LESS THAN THE ASSEMBLY HEIGHT. BEADS - NO. 28 MSG GALV STEEL, I -1/2 IN. LEGS TO BE ATTACHED TO TI4E 6 BY 1 IN. SCREWS SPACED 12 IN. OC MAX. WIRE - NO. 18 SWG STEEL WIRE SPACED 24 IN. OC USED WITH SECOND LAYER OF WALLBOARD. - FOR ATTACHING FIRST LAYER OF WALLBOARD TO STEEL STUDS, AND THIRD LAYER OF WALLBOARD TO IN. 8Y 2 IN. STEEL ANGLE (25 GA) TO BE NO. 6 BY 1 IN. (OR 1-1/4 IN. FOR 3/4 IN. THICK WALLBOARD) HEAD SELF- DRILLING, SELF - TAPPING DOUBLE LEAD SCREWS SPACED 24 IN. OC FOR ATTACHING LAYER OF WALLBOARD TO STEEL STUDS AND FOURTH LAYER OF WALLBOARD TO 2 IN. BY 2 IN. STEEL ANGLE GA) TO BE NO. 6 BY 1 -3/4 IN. (OR 2 -1/4 IN. FOR 3/4 IN. THICK WALLBOARD) STEEL SCREWS OF THE TYPE SPACED 12 IN. OC FOR ATTACHING THIRD LAYER OF WALLBOARD TO STEEL STUDS TO BE NO. 8 2 -1/4 IN. SCREWS OF THE SAME TYPE SPACED 12 IN. OC. SYSTEM - (NOT SHOWN) - JOINT COMPOUND APPLIED OVER CORNER BEADS TO A THICKNESS OF 1/16 IN. THE UL CLASSIFICATION MARKING. (: 0 2 TYPICAL 1410X49 ,` 0 O 0 II 11 TYPICAL 1414X233 I. SPRAY- APPLIED FIRE RESISTIVE MATERIALS SEE TABLE BELOW FOR APPROPRIATE THICKNESS. APPLIED BY SPRAYING WITH WATER, IN ON UNTAMPED COAT TO STEEL SURFACES WHICH ARE OF DIRT, OR SCALE. E T PLED T T TEL RF RE FREE F DRT, L R ALE. USE OF ADHESIVE IS OPTIONAL. MIN AVG UNTAMPED DENSITY 15 13 PCF WITH MIN IND UNTAMPED DENSITY OF 12 PCF FOR TYPE I. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND I9 PCF, RESPECTIVELY FOR TYPE F. TAMPING IS 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 3 3/8 2 1 41/16 11/2 11/8 I Il/16 3/4 5/8 ISOLATEK INTERNATIONAL -TYPE I, HP, D -C /F OR II. TYPE D -C /F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER IS OPTIONAL. 2. STEEL /8 I COLUMN -MIN SIZE OF COLUMN, AND A6, WITH SE TION L DIMENSION OF 4.72 IN 4 IN., WITH A FLANGE THICKNESS OF 3/8 IN,, A WEB THICKNESS OF 1/4 IN. AND ACROSS- SECTIONAL AREA OF 4.72 5Q IN. * BEARING THE UL CLASSIFICATION MARKING / I. FLOOR AND CEILING RUNNERS -(NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), I -1 /4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. O.G. MAX. 1A. AS AN ALTERNATE TO ITEM 1 CEILING RUNNERS-25 M% MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. O.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD 1 -1/4" IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS - CHANNEL SHAPED, 3 -5/8 IN. WIDE (MIN), I -1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS*- (OPTIONAL) - MINERAL 1400D OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM * -5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL 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 ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPES STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE BG -C. CANADIAN GYPSUM CO, LTD - TYPES C, 5CX, 51-1X, WAX. CONTINENTAL GYPSUM COMPANY - TYPE GG -C, DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE - GYPSUM PRODUCTS - TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV. - TYPE GPFS -6 OR GPFS -C. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK -G, FSW -G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR. PABCO GYPSUM CO. -TYPE PG G. REPUBLIC GYPSUM CO., - TYPE RG G. STANDARD GYPSUM CORP., - TYPE SG -C. TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE TP -5. UNITED STATES GYPSUM CO. -TYPE AR, C, IP-X2, SCX, SHX, WAG, OR WAX. WESTROC INDUSTRIES LTD. - TYPE WESTROC FIREBOARD. 'A. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEM 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1 -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. B. WALLBOARD GYPSUM * - AS AN ALTERNATE TO ITEMS 4 AND 4A) -5/8 IN. THICK INSTALLED AS Gypsum*-( AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE WSX. 5. JOINT TAPE AND COMPOUND -VINYL DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTIGALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S -12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. I. STEEL PIPE OR TUBE COLUMN - STEEL CIRCULAR PIPE (SP) WITH DIAM (ID) RANGING FROM A MINIMUM ( ) T DIAMETER (D) G G FR OF 3 IN. TO A MAXIMUM OF 32 IN. WITH A MINIMUM WALL THICKNESS OF 3/16 IN. STEEL SQUARE OR RECTANGULAR TUNE (ST) WITH OUTSIDE WALL DIMENSIONS RANGING FROM MINIMUM 3 IN. 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 (SEE ITEM 2)SHALL RANGE FROM 0.18 TO 2.0. 2. SPRAY- APPLIED FIRE RESISTIVE MATERIALS* - APPLIED BY SPRAYING WITH WATER IN ONE OR MORE UNTAMPED COATS AT THE THICKNESS SHOWN IN THE TABLE BELOW TO STEEL SURFACES WHICH ARE FREE OF DIRT, OIL OR SCALE. USE OF ADHESIVE 15 OPTIONAL. MIN AVG UNTAMPED DENSITY 15 13 PCF WITH MIN IND 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 12 PCF FOR TYPE I. MIN AVG AND MIN IND UNTAMPED DENSITIES OF 22 AND 19 PCF RESPECTIVELY, FOR TYPE HP. TAMPING 15 OPTIONAL. FOR METHOD OF DENSITY DETERMINATION REFER TO DESIGN INFORMATION SECTION. (IN THE UL FIRE RESISTANCE DIRECTORY VOLUME 1) TI-IE THICKNESS OF SPRAYED FOR RATINGS OF 1, 1-1/2, 2, 3 AND 4 H OF A STEEL PIPE OR TUBE MAT BE DETERMINED BY THE EQUATION: I2 - 0.38 I. WALL ASSEMBLY- THE I 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER RESISTANCE 1 IN THE INDIVIDUAL U300 OR 0400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS 2HR FIRE RATED ASSEMBLIES OR (MAX ( ) STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED I6 IN. O.G. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3 -5/8 IN. WIDE BY 1 -3/8" IN. DEEP CHANNELS SPACED MAX 24 IN. OC, B. WALLBOARD, GYPSUMS-NOM 1/2 OR 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13-1/2 IN. 2. PIPE OR CONDUIT -NOM 12 IN. DIAM (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 PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM � ( ) � 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM I IN DIA (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE 15 USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) 15 21-1R. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT 15 PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON 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 A7 175 EGRESS FROM THE WALL. CAULK IN57ALLED SYM- METRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT 15 INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T OR CONDUIT SPACE, RATING RATING, DIAM, IN. IN. id 1-1g,. I. FLOOR AND CEILING RUNNER - (NOT SHOWN) - 25 MSG (MIN) GALV STEEL I IN. HIGH, RETURN LEGS 2 -1/2 IN. WI (MIN), A ACH AND CEILING WI H FASTENERS DE ATTACHED TO FLOOR D T F TETHERS 24 IN O.G. IA. AS AN ALTERNATE TO ITEM I CEILING RUNNER* - 25 MSG MIN GALV STEEL, WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET MIDPOINT 1 -1/4 IN. TO ACCOMODATE WALL CLADDING THICKNESS ATTACHED 70 CEILING WITH FASTENERS SPACED 24 IN. OC. THE WALL CLADDING SHALL OVERLAP WALLBOARD I -I/4 IN. MIN. FIRE TRAK CORP. 2. STEEL STUDS - 2 -1/2 IN. WIDE (MIN), 1 -1/4 IN. LEGS, 3/8 IN. RETURN, FORMED OF 25 MSG (MIN) GALV STEEL MAX STUD SPACING 24 IN OC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS * - (OPTIONAL)- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. FASTEN EACH BATT 70 WALLBOARD BASE LAYER WITH A MIN 9/16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE. DRIVE ONE STAPLE IN THE CENTER OF EACH PIECE AND A STAPLE AT EACH CORNER, APPROX 3 IN. FROM EDGES. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF MANUFACTURERS. 4. WALLBOARD GYPSUM * - OPTIONAL - 5/8 IN. THICK, OUTER LAYER PAPER OR VINYL SURFACED. (LAMINATED SYSTEM) ( ) ( D WALLBOARD APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPE 5 WTEEL SCREWS SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN. O.C. IN TEH FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND APPLIED WITH A NOTCHED SPREADER PRODUCING CON- TINUOUS BEADS OF COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.C. JOINTS OF LAMINATED OUTER LAYER OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED To FLOOR AND CEILING RUNNER TRACK WITH 1 -5/8 IN. LONG TYPE 9 STEEL SCREWS SPACED 12 IN. O.G. OPTIONAL, (DIRECT ATTACHED SYSTEM), INNER LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPES STEEL SCREWS SPACED 16 IN. O.C. IN THE FIELD AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE STUDS OVER THE INNER LAYER WITH 1 -5/8 IN. LONG TYPE 5 STEEL SCREWS SPACED 16 IN. O.G. IN THE FIELD AND ALONG 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. JOINTS OF OUTER LAYER MAY BE TAPED OR UNTAPED. NOM 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. BOREAL GYPSUM INC. - TYPE BG -C, DDDG3, DDG2 OR DDN1. CANADIAN GYPSUM CO, LTD -TYPES C, SGX, 514X, WAX. CELOTEX CORP. - TYPE I OR FRP CONTINENTAL GYPSUM COMPANY TYPE CG 3, CG -3 OR CG -G. DOMTAR GYPSUM INC. - TYPE 4, 5, q OR C. EAGLE- GYPSUM PRODUCTS - TYPE EG -C OR EGX -II. GEORGIA - PACIFIC CORP. - TYPE DGG, GPFS -3, GPF5-6 OR GPFS -C. JAMES HARDIE GYPSUM - TYPE FIRE X. NATIONAL GYPSUM CO., CHARLOTTE, NC -TYPE FSW, F514-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR. PABCO GYPSUM CO. - TYPE C, PG -3, PG -5, PG -9 OR PG -C. REPUBLIC GYPSUM CO. - TYPE RG -C. STANDARD GYPSUM CORP. TYPE SGC, 5G c, OR WC-G. TEMPLE- INLAND FOREST PRODUCTS CORP. - TYPE T, TP -5, VPB -TYPE T. UNITED STATES GYPSUM Co. - TYPE AR, C, FCV, 1P-XI, IP -X2, SCX, 514X, WRC, WRX OR 145X. WESTROC INDUSTRIES LTD. - TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEM 4) -NOM 3/4 IN. THICK, INSTALLED AS DESCRIBED IN ITEM 4 WITH 1-1/4 IN. LONG TYPE 5 SCREWS FOR INNER LAYER AND 2-1/4 IN. LONG TYPE 2 SCREWS FOR OUTER LAYER. UNITED STATES GYPSUM CO. -TYPE AR. *BEARING THE UL CLASSIFICATION MARKING. H= 3.58 (A/P) WHERE: R 15 THE HOUR RATING (HRS.) HIS THE THICKNESS OF PROTECTION MATERIAL, MIN 0.35 - MAX 3.5 IN. A IS THE CROSS SECTIONAL AREA (90 IN.) PIS THE HEATED PERIMETER (IN.) THE A/P RATIO OF A CIRCULAR PIPE 15 DETERMINED BY T(D -T) NOTE: IF UL X821 IS REQUIRED, TENANT G.C. TO ENCLOSE COLUMNS PER DETAIL 1/A700. A/P= D WHERE: D IS THE OUTER DIAMETER OF THE PIPE (IN.) T IS THE WALL THICKNESS OF THE PIPE (IN.) THE A/P RATIO OF A RECTANGULAR TUBE IS DETERMINED BY: T(A +B -2T) A/P= A +B WHERE: A 15 THE OUTER WIDTH OF THE TUBE (IN.) B IS THE OUTER LENGTH OF TI-4E TUBE (IN.) T IS THE WALL THICKNESS OF THE TUBE (IN.) AS AN ALTERNATIVE TO THE EQUATION, THE MINIMUM THICKNESS OF SPRAY - APPLIED FIRE RESISTIVE MATERIALS REQUIRED FOR VARIOUS FIRE RESISTANCE RATINGS MAY BE DETERMINED FROM THE TABLE BELOW: MIN MINIMUM THICKNESS COLUMN SIZE A/P IH I -1 /214 214 3H 414 SP 3X0.188 0.18 1 1-3/4 2 -9/16 ST 3X0.237 8 0.18 1 1 -3/4 2 -9/16 - - SP 4X0.237 0.22 13/16 1 -7/16 2 3/16 3 3/8 ST 4X4X0.188 0.18 1 1 -9/16 2 -3/16 ST 4X4X0.375 0.34 9/16 13/16 1-1/4 2 -5/16 3 -1/4 ST 36X24X0.5 0.49 3/8 7/16 I1 /l I -1/8 1 -5/8 CIL GROUP LTD. - TYPE D -C /F OR TYPE II. INVESTIGATED FOR EXTERIOR USE. TYPE E85 OR TYPE X ADHESIVE/SEALER IS OPTIONAL. ISOLATEK INTERNATIONAL -TYPE I, HP, D -C /F OR 11. TYPE D -C /F, HP, OR II INVESTIGATED FOR EXTERIOR USE. TYPE EBS OR TYPE X ADHESIVE /SEALER 15 OPTIONAL. * BEARING THE UL CLASSIFICATION MARKING I 0 TO 3/16 I OR 2 0+, 1 OR 2 I 1/4 TO 1/2 2 OR 4 3 OR 4 4 0 TO I/4 I OR 2 0 4 0 TO I -I/2# I OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 + WHEN COPPER PIPE 15 USED, T RATING I5 OHR. # 0 TO I -1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 NB+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 114R RATED WALLS AND 1-1/4 IN. FOR 2HR RATED WALLS. MINNESOTA MINING MFG. CO. - GP 25148 +. *BEARING THE UL CLASSIFICATION MARKING. li i11 �, . ®�� �� `; SCALE ®— ® a SCALE il i��' �� — ° 1� SCALE ®-, . - 11 �' . IJ ®'il!_ SCALE —��� ®— �� . I �r SCALE f�1 „ ®� ® J 2 7 SCALE ���i: N.T.S. N.T.S. N.T.S. N.T.S. 1 ° 1 N.T.S. N.T.S., DESIGN NO. G211 RESTRAINED ASSEMBLY RATING - 1 1/2, 2, 3HR. (SEE ITEMS 1, 8A, 11 12) U NRESTRAINED ASSEMBLY RATING - 11/2, 2, 3 HR. (SEE ITEMS 1, 8A, 11 $ 12) DESIGN NO. P508 RESTRAINED ASSEMBLY RATING - 1 HR. UNRESTRAINED ASSEMBLY RATING - 1 1-IR. 11 -8 1/41' SEAL ALL ABUTTING JOINTS OF GYPSUM BOARD, TYP. 20" x20 -1/4" GYP. W. TOP PIECE RESTING UPON END AND SIDE PIECES 1 -1/2" x 1 -1/2" ANGLE IRON CORNER PIECE. USE 1 -1/4" HEADED ; ..1 BUGLE — DRYWALL SCREWS— TAPE ALL CORNERS "1-IIGI HAT" ?l -I CAN LIGHT— LIGHT FIXTURE TEMPERATURE PER NEC 410 -66, RE: ELEC. CALCS. TWO END PIECES GYP. BD. MEASURING 8" HIGH BY 18" LONG RESTING ON GYP BD. CEILING 5/8" GYPSUM BOARD CEILING TWO SIDE PIECES GYP. BD. MEASURING 8" HIGH BY 17" LONG RESTING UPON GYP. BD. CEILING ALINE OF TOP PIECES ABOVE TWO END PIECES GYP. BD. :...:::.:'- 1 I _511 .:::::._.::._.:::::::.: . : : :. : : : : : : : : :. : :. : : : : : : : :..... • • • _I , a MEASURING 8" HIGH BY 15" LONG • RESTING ON GYP D. CEILING CAULK/ SEAL ALL PENETRATIONS INTO THIS BOX, TYP. • ; • • SEE ITEM 1 O © 0 O O © 0 0 �' �� 0 0 0 0 O All �, 2C. BUILDING UNITS* - AS AN ALTERNATE TO ITEMS 2, 2A, AND 2B, MIN I IN. "7HIGK POLYISOCYANURATE 14. FIXTURE PROTECTION - WALLBOARD, GYPSUM * - 5/8 IN. THICK, CUT FROM THE SAME GYPSUM WALLBOARD FOAMED PLASTIC INSULATION BOARDS, NOM 48 BY 48 OR 96 IN., FADED ON UNDERSIDE (OR BOTH SIDES) USED IN THE REMAINDER OF THE CEILING MEMBRANCE (SEE ITEM 17). THE FIVE -SIDED ENCLOSURE WITH MINERAL AND FIBER BOARDS. BOARDS TO BE INSTALLED WITH END JOINTS STAGGERED A MIN OF 6 IN. CONSISTS OF A 24 BY 46 IN. TOP PIECE, TWO 4-1/2 (OR WIDER) BY 48 IN. SIDE PIECES, Two 6 IN ADJACENT ROWS. (OR WIDER) 8Y 24 IN. END PIECES, AND TWO b BY 6 IN. SPACERS TO MAINTAIN A 5/8 IN. CLEARANCE AMERICAN WESTERN MFG. _ BETWEEN THE LIGN7 FIXTURE HOUSING AND THE 70P PIECE. THE SPACERS ARE PLACED ON TOP OF THE FIXTURE MANVILLE A OSALES CORP. SIDE PIECES ARE LAID IN PLACE, AND TTHAE END PIECES ARE SECURED TO THE FIXTURE EDGES OF NE BALLASTS. IDE AND END AND a A 6C. FIXTURE PROTECTION- ACOUSTIC MATERIAL * - FOR USE WITH °HIGH HAT. LIGHT FIXTURES (ITEM 9C) FIVE SIDED `© ENCLOSURE, RECTANGULAR IN GROSS SECTION, CUT FROM THE SAME ACOUSTIC MATERIAL USED IN THE CEILING ASSEMBLY. TWO SOLE FECES MEASURING 8" HIGH BT 23-3/4" LONG RESTING UPON CEILING TILE, TWO END - -� - - �� s��— = �_= ����a������w■w �r= �w� =���� . ��-. /n ■ • j " o O ,��� 5,6. I ,—_--� r:11 �\ — PIECES MEASURING 6 -3/4 NIGH BY I6 LONG RESTING UPON STEEL BAR HANGING AND ONE TOP PIECE MEASURING a II 1 -1/2 x 1 -1/2 ANGLE IRON 1 ■ Jl1[/2h� �` 14' BY 18' RESTING UPON SIDE AND END PIECES WITH 18' DIMENSION PARALLEL WITH END PIECES. ENCLOSURE SECURED WIN FOUR Bd NAILS INSTALLED THROUGH SIDE PIECES INTO END PIECES NEAR THE TOP OF THE ASSEMBLY. ® q. FIXTURES, RECESSED LIGHT - (BEARING THE UL LISTING MARK). FLUORESCENT LAMP TYPE, STEEL HOUSING, 2' BY 4' SIZE. FIXTURES SPACED 50 HEIR AREA DOE5 NOT EXCEED 16 50 FT PER 100 50 FT OF CEILING AREA. WIRED IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE. FIXTURES AND BALLASTS MUST BE CONSIDERED FOR THESE AMBIENT TEMPERATURE CONDITIONS BEFORE INSTALLATION. ® qA. FIXTURE STABILIZER -(NOT SHOWN)- FOR USE WITH THE TYPE 1650 METAL PANS (SEE ITEM 1IA); ONE MIN 0.047' 24+ �_ 2D. ROOF INSULATIN- FOAMED PLASTIC* - ALTERNATE TO ITEMS 2, 2A, 213, AND 2C. ANY THICKNESS POLYSTYRENE PIECES WITH 6d NAILS AT EACH CORNER. WHEN FIXTURES ARE INSTALLED END NO END PIECES ARE EMI `�� -TO -END, FOAMED PLASTIC INSULATION HOARDS BEARING THE UL CLASSIFICATION MARKING, HAVING A DENSITY OF USED WHERE THE FIXTURES ABUT. INSTEAD, A 6 BY 24 IN. PIECE 15 PLACED ON TOP OF AND CENTERED 2.5 PGF MAX, SHALL BE INSTALLED ON TOP OF MIN 1 IN. NICK MINERAL AND FIBER BOARDS* (ITEM 2) OVER THE GAP BETWEEN THE TOP PIECES. AND COVERED WITH EITHER THE BUILT -UP ROOF COVERING (ITEM 1) OR SINGLE -PLY ROOFING MEMBRANE 15. STEEL FRAMING MEMBERS * - MAIN RUNNERS NOM 12 Fi LONG SPACED 48 IN. OG. GR055 TEES NOM 4 FT (ITEM IA). SEE FOAMED PLASTIC* (SRYX) CATEGORY IN THE BUILDING MATERIALS DIRECTORY OR FOAMED LONG AND CORNER PIECE— USE 1 -1/4" / I• Si , BUGLE- HEADED DRYWALL SCREWS AND TAPE ALL. CORNERS // ��>\ —_ �,� — i • INSTALLED PERPENDICULAR TO MAIN RUNNERS SPACED 24 IN. OC. ADDITIONAL CROSS TEES ® A 'O �'— !L�r�_ - PLASTIC* (CCVW) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR LIST OF CLASSIFIED COMPANIES. LOCATED 8 IN. FROM AND ON BOTH SIDES OF EACH WALLBOARD END JOINT AND EACH RECESSED LIGHT FIXTURE. ® 2E. BUILDING UNITS * - AS AN ALTERNATE TO ITEMS 2 THROUGH 2D, POLYISOCYANURATE FOAMED PLASTIC INSULATION CHICAGO METALLIC CORP. - TYPES 650, 670. WHEN TYPE 650 STEEL FRAMING MEMBERS THICK (16 MSG) GALV STEEL CHANNEL YOKE PER LIGHT FIXTURE, SECURED TO THE WEB AT MIDSPAN OF CROSS TEE ON EACH SIDE OF FIXTURE. 1. NORMAL - WEIGHT CONCRETE - SILICEOUS OF CARBONATE AGGREGATE, 150± 3pcf UNIT WEIGHT, 3500 psi 93. FIXTURE STABILIZER -(NOT SHOWN) (OPTIONAL) -MIN 0.020° THICK (25 MSG) PAINTED STEEL SPACER BAR FORMED AS COMPRESSIVE STRENGTH, 2 -1/2 IN. THICK FOR 2 HR RESTRAINED AND UNRESTRAINED ASSEMBLY RATINGS AN ANGLE WITH I+ LEGS AND HEMMED EDGES AND SLOTS PERPENDICULAR TO AND NEAR THE ENDS OF THE SPACER AND 3 IN THICK FOR 3 14R RESTRAINED AND UNRESTRAINED ASSEMBLY RATINGS. BAR FOR ENGAGING OVER THE BULB OF THE TEES. ENGAGED OVER THE BULB AT MIDSPAN OF THE CROSS TEES ON 2. WELDED WIRE FABRIC - 64 - 141.4xW1.4. EACH SIDE OF ALL LIGHT FIXTURES AND OVER THE BULB OF THE ADJACENT CROSS TEE. 3. METAL LATH 3/8 IN. RIB, 3.4 LB /SQ YD EXPANDED STEEL; TIED TO EACH JOIST AT EVERY OTHER RIB, 9C. FIXTURES, RECESSED LIGHT- (BEARING THE UL LISTING MARK) -(NOT SHOWN)- AS AN ALTERNATE TO ITEM 9, AND MIDWAY BETWEEN JOISTS AT SIDE LAP WITH 18 SWG GALV STEEL WIRE. AS AN ALTERNATE FOR THE INCANDESCENT LAMP TYPE, STEEL HOUSING, NOM 6 -I/2' DIAM BY 7 -1/2' HIGH. EACH FIXTURE PROVIDED WITH A 2 HR RESTRAINED AND UNRESTRAINED ASSEMBLY RATINGS ONLY THE FORM MATERIAL FOR THE CONCRETE NOM 7-3/4' BY 12 -1/2 BASE PLATE SCREW - ATTACHED TO THE NIGH NAT' FIXTURE WITH THREE STEEL SCREWS. MAY BE CORRUGATED STEEL DECK, 9/16 IN. DEEP OF 28 MSG (OR HEAVIER) GALV STEEL WELDED TO BASE PLATE TO BE PROVIDED WITH STEEL BAR HANGERS DESIGNATED TO SPAN ACROSS NOM 24" SPACING OF CROSS SUPPORTS 15 IN O.C. USING WELDING WASHERS. WHEN CORRUGATED STEEL DECK I5 SUBSTITUTED FOR TEES FOR FIXTURE SUPPORT. FIXTURE SECURED TO CROSS TEES WITH STEEL CLIPS PROVIDED AT THE END OF THE METAL LATH, THE CONCRETE THICKNESS SHALL BE MEASURED FROM NE TOP SURFACE OF THE CONCRETE STEEL BAR HANGERS. A MAX OF TWO "HIGH HAT" FIXTURES MAY BE SUBSTITUTED FOR EACH NOM 24' BY 48' TO THE TOP OF THE STEEL DECK CORRUGATIONS. FIXTURE PERMITTED IN THE CEILING (MAX FOUR "HIGH HAT' FIXTURES PER 100 SQ FT OF CEILING AREA). FOR USE 4. STEEL JOISTS - TYPE I0J3 MIN SIZE, SPACED 24 IN O.C. WELDED TO END SUPPORTS. WITH USG INTERIORS, INC. STEEL FRAMING MEMBERS AND ACOUSTICAL MATERIALS ONLY. WIRED IN ACCORDANCE WITH 5. BRIDGING- 1/2 IN SIAM STEEL BARS, WELDED TO TOP AND BOTTOM CHORDS OF EACH JOIST. THE NATIONAL ELECTRICAL CODE. 5A. (NOT SHOWN)- AS AN ALTERNATE TO ITEMS 2, 3, 4, 4 5, THE FOLLOWING COMPONENTS MAY SE USED: 10. HANGER WIRE- GALV STEEL, 12 514G MIN DIAM, LOCATED 4' OC ALaJG MAIN RUNNERS AND ALONG CROSS TEES (1) WELD WIRE FABRIC- MIN 6x6 - W2.0M2.0. PARALLEL WITH MAIN RUNNERS AND ALSO 2' OC IN DIRECTION PERPENDICULAR 70 MAIN RUNNERS. HANGER WIRES (2) STRUCTURAL STEEL MEMBERS * - HAMBRO JOISTS, MIN NOM DEPTH 10 IN, MAX SPACING 441 -I/4 IN O.C. ALSO LOCATED AT ENDS OF MAIN RUNNERS AND CROSS TEES AT WALLS, AT EACH MAIN RUNNER SPLICE AT CANAM- I4Ar1BRO SYSTEMS, INC.- TYPE D -500. AS ALTERNATE TO TI4E D500 JOISTS, MINI JOISTS MIDSPAN OF 4 SIDES OF LIGHT FIXTURES, AND AT BOTH SIDES OF DUCT OPENING. DESIGNATED TC AND RTC MAY BE USED FOR MAX SPANS OF 5' -0" AND 8' -0" RESPECTIVELY. 11. STEEL FRAMING MEMBERS * - MAIN RUNNER- NOM 12' LONG. LOCATED PARALLEL WITH LONG DIMENSION AND ON BOTH THE CONCRETE IS CAST ON REMOVABLE PLYWOOD FORMS. SIDES OF LIGHT FIXTURES AND SPACED 4' OC OTHERWISE. 5B. (NOT SHOWN)- AS AN ALTERNATE TO ITEMS 2, 3, 4, 4 5, THE FOLLOWING COMPONENTS MAY BE USED ARMSTRONG WORLD INDUSTRIES, INC- TYPES AFC, AFG -A, FG, FST -6000, - 6000A, -8000, - 8000A, MLFR -6000. (I) WELD WIRE FABRIC- REINFORCEMENT AS PER ACI LATEST SPECIFICATION DISREGARDING THE STEEL DECK. WHEN TYPE AK-A, FST -6000A OR -8000A STEEL FRAMING MEMBERS ARE USED, THE ASSEMBLY RATINGS ARE STRUCTURAL STEEL MEMBERS * - VESCOM COMPOSITE JOIST, MIN NOM DEPTH 10 MAX SPACING 48" O.C. 2 HR. TYPE GLBP (CONSISTING OF MAIN RUNNERS, 4' CROSS TEES AND STEEL STRAPS) FOR USE WITH VESCOM STRUCTURAL SYSTEMS INC. - TYPE V. 24 8Y 48" TYPE GR -I LAY -IN PANELS. WHEN GLBP STEEL FRAMING MEMBERS ARE USED, THE ASSEMBLY (3) STEEL FORM UNITS- MIN I -5/16ti DEEP CORRUGATED STEEL, 24 MIN GAUGE, WELDED TO SUPPORTS RATINGS ARE I -I/2 HR: 15' 15 O.G. USING WELDING WASHERS. THE STEEL DECK MAY BE GALVANIZED. CGC INTERIORS- TYPE DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. WHEN DXLA, DXLZA, SDXLA OR ZXLA (4) MIN CONCRETE SLAB TOPPING THICKNESS, MEASURED FROM THE TOP PLANE OF STEEL FORM UNITS, MEMBERS ARE USED THE ASSEMBLY RATINGS ARE 2 HR. FOR USE WITH ITEM 5B: CHICAGO METALLIC CORP.- TYPES 250, 260, 1250, 1260, 1850, IB60. WHEN TYPES 260, 1260, 1860 STEEL RESTRAINED OR FRAMING MEMBERS ARE USED, THE ASSEMBLY RATINGS ARE 2HR. UNRESTRAINED ASSEMBLY CONCRETE USG INTERIORS, INC.- TYPES DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. WHEN DXLA, DXLZA, SDXLA, OR RATING (HR G (IN) ZXLA MEMBERS ARE USED, ASSEMBLY RATINGS ARE 2 HR. THICKNESS (N) e 0 5+ BOARDS FACED ON NE UNDERSIDE WITH WOOD FIBER BOARD. 11114 THICKNESS OF THE POLYISOCYANURATE ARE USED, THE MAIN RUNNER ENDS MAY BE RIVETED TO THE WALL MOLDING ALONG ONE WALL CORE IS 1.3 IN. NO LIMIT ON MAX OVERALL THICKNESS. BOARDS TO BE INSTALLED WITH END JOINTS AND THE CROSS TEE ENDS MAY BE RIVETED TO NE WALL MOLDING ALONG BOTH ADJACENT STAGGERED A MIN OF 6 IN. IN ADJACENT ROWS. WALLS. THE RIVETS ARE INTENDED TO FACILITATE THE CEILING INSTALLATION, NOT TO REPLACE NRG BARRIERS, INC. - E'NRG'Y 1 PLUS, E'NRG'Y 2 PLUS. HANGER WIRES. 2F. BUILDING UNITS * - AS AN ALTERNATE TO ITEMS 2 THROUGH 2E, POLYISOCYANURATE FOAMED PLASTIC INSULATION 15A. ALTERNATE STEEL FRAMING MEMBERS* -(NOT SHOWN)- MAIN RUNNERS 12 FT LONG SPACED .4 FT OC. BOARDS, NOM 48 BY 48 OR q6 IN., FACED ON THE TOP SURFACE WITH ORIENTED STRAND BOARD. CROSS CHANNELS, NOM 4 FT LONG INSTALLED PERPENDICULAR TO THE MAIN RUNNERS, SPACED 24 IN. OC. MIN THICKNCSS OF THE POLYISOCYANURATE CORE 15 1.3 IN. NO LIMIT ON MAX OVERALL THICKNESS. BOARDS ADDITIONAL CHANNELS USED AT 8 IN. FROM EACH SIDE OF LIGHT FIXTURES AND FROM BUTTED END JOINTS. TO BE INSTALLED WITH END JOINTS STAGGERED A MIN OF 6 IN. IN ADJACENT ROWS. CHANNELS CLIPPED INTO MAIN RUNNER SLOTS. AT WALLS CHANNELS SECURED TO WALL ANGLE WITH 1/2 IN. NRG BARRIERS, INC. - TYPE NAILBOARD. LONG SELF - DRILLING AND SELF- TAPPING SCREWS HAVING A THREAD DIAM OF 0.0138 IN. AND 5/16 IN. DIAM. 2G. BUILDING UNITS * - AS AN ALTERNATE TO ITEMS 2 THROUGH 2F, POLYISOCYANURATE FOAMED PLASTIC INSULATION HEADS. NOM 4 FT LONG CROSS TEES TO INSTALLED PERPENDICULAR MAIN RUNNERS TO SUPPORT 4 FT SIDES BOARDS FACED ON THE UNDERSIDE (OR BOTH SIDES) WITH MINERAL FIBER BOARD. MIN THICKNESS OF OF RECESSED LIGHT FIXTURES. WHEN THE ALTERNATE STEEL FRAMING MEMBERS ARE USED, ONLY NON -AIR THE POLYISOCYANURATE CORE 15 1.3 IN. NO LIMT ON MAX OVERALL THICKNESS. BOARDS TO BE INSTALLED HANDLING RECESSED LIGHT FIXTURES MAY BE USED. • WITH END JOINTS STAGGERED A MIN OF 6 IN. IN ADJACENT ROWS. USG INTERIORS, INC. - TYPE RX MAIN RUNNER AND CROSS CHANNEL. TYPE DXL OR DXLG NRG BARRIERS INC. - E'NRG'Y 2 COMPOSITE BARRIER BOARD PLUS, ISO -ROC. CROSS TEE. 3. SHEATHING MATERIAL * VINYL VAPOR BARRIER, WITH ADHESIVE LAID 17 �, \' 'ui' _� ��- I' — Cr a ^�i SCALE C A L E - • 1 1/2":1"-0' — - (OPTIONAL)- -FILM APPLIED OR LOOSELY ISB. STEEL FRAMING MEMBERS * -(NOT SHOWN)- AS AN ALTERNATE TO ITEMS 15 AND 15A. MAIN RUNNERS — k ��'••: ON GYPSUM WALLBOARD. ADJACENT SHEETS OVERLAPPED 2 IN. SEE SHEATHING MATERIAL (CHIZ) NOM 12 FT LONG, 48 IN. PERPENDICULAR PRIMARY GROSS TEES, MEASURING SPACED IN. D ACROSS THE FLANGE CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. AND NOM 4 FT LONG, INSTALLED PERPENDICULAR TO MAIN RUNNERS AND SPACED 24 IN. OC. ADDITIONAL 1/2° I. ROOF COVERING* - CONSISTING OF HOT INSULATION(S) DESCRIBED HEREIN WHICH AND SYSTEMS DIRECTORY -ROOF COVERING IA. IN LIEU OF ITEM I, ROOF COVERING CONSISTING BALASTED, ADHERED OR MECHANICALLY COMPANY'S CLASSIFICATION. SEE FIRE 113. METAL ROOF DECK PANELS* - (NOT SHOWN)- COVERING MAY CONSIST OF A MECHANICALLY RESISTANCE DIRECTORY METAL ROOF DECK MOPPED PROVIDE MATERIALS ATTACHED RESISTANCE PANELS* OR CLASS OF IN ADDITION FASTENED 3A. SHEATHING MATERIAL * - (OPTIONAL)- IN LIEU OF ITEM 3, A SELF- ADHERED RUBBERIZED ASPHALT ROOFING PRIMARY CROSS TEES REQUIRED AT EACH WALLBOARD END JOINT, 4 IN. FROM AND ON EACH SIDE OF WALL - n UNDERLAYMEN7 MEMBRANE WHICH MAY BE PLACED ON TOP OF THE GYPSUM WALLBOARD ITEM 4) OR ON I/2 ( ) HOARD END JOINT AND 8 IN FROM EACH SIDE OF LIGHT FIXTURES. SECONDARY CROSS TEES, MEASURING ROOF INSULATION (ITEM 2 OR ANY NON - POLYSTYRENE FOAMED PLASTIC INSULATION COVERED AS AN 15/16 IN. ACROSS THE FLANGE, AND NOMINALLY 4 FT LONG INSTALLED AT SIDES OF LIGHT FIXTURES. ALTERNATE TO ITEM 2). ARMSTRONG WORLD INDUSTRIES, INC. - TYPE DER-8000. W.R. GRACE 4 CO., CONN CONSTRUCTION PRODUCTS DIV. -GRACE ICE 4 WATER SHIELD. 16. WALL MOLDING -(NOT SHOWN)- MIN 0.019 IN. THICK (26 GAUGE) PAINTED OR GALV STEEL CHANNEL, 4. GYPSUM WALLBOARD - SUPPLIED IN SHEETS NOM 2 BY 4 FT TO 4 BY 12 FT BY NOM 5/8 IN. THICK I -11/16 IN. DEEP WITH 15/16 IN. NAILED WA ALONG CEILING COLD APPLICATION MATERIALS COMPATIBLE WITH MIN WEIGHT 2.0 PSF. APPLIED PERPENDICULAR TO STEEL ROOF DECK DIRECTION WITH ADHESIVE OR LAID / FLANGES, LED TO LLB LONG PERIMETER OF FILING WITH 8d NAILS A, B, OR C COVERINGS. SEE ROOFING MATERIALS SPACED 16 IN. OC. (TENT). LOOSELY. END JOINTS TO OCCUR OVER CRESTS OF STEEL ROOF DECK WITH END JOINTS STAGGERED 2 FT IN 17. WALLBOARD, GYPSUM * - 5/8 IN. THICK, 4 FT WIDE; INSTALLED WITH LONG DIMENSION PERPENDICULAR TO SINGLE -PLY ROOFING MEMBRANE* THAT IS EITHER ADJACENT R0145. CROSS TEES WITH END JOINTS CENTERED ALONG CROSS TEES AND WITH SIDE JOINTS CENTERED ALONG MAIN SEE WALLBOARD, GYPSUM (CKNX) CATEGORY FOR NAMES OF MANUFACTURERS. RUNNERS. WALLBOARD FASTENED TO EACH CROSS TEE WITH FIVE WALLBOARD SCREWS (ITEM IB WITH ONE AS PERMITTED UNDER THE RESPECTIVE CLASSIFIED ( ) DIRECTORY - ROOFING MEMBRANES (CPC!). 5. STEEL ROOF DECK - (UNCLASSIFIED)- MIN I IN. DEEP, MIN 25 IN. WIDE, FLUTED GALV STEEL DECK. MIN SCREW LOCATED AT THE MIDSPAN OF THE GROSS TEE, ONE SCREW LOCATED 12 IN. FROM AND ON EACH 24 MSG. FLUTES APPROX 4 IN. OC, CRESTS APPROX 2 -3/4 IN. WIDE. AS AN ALTERNATE, I -1/2 IN. DEEP SIDE OF THE CROSS TEE MIDSPAN AND ONE SCREW LOCATED I -1/2 IN FROM EACH WALLBOARD SIDE JOINT. TO OR IN LIEU OF ITEMS OR IA, THE ROOF MIN 18 IN. WIDE FLUTED GALV STEEL DECK. MIN 0.029 IN. THICK (22 GAUGE), FLUTES 6 IN. OC, CREST EXCEPT AT WALLBOARD END JOINTS, WALLBOARD SCREWS SHALL BE LOCATED ON ALTERNATING SIDES OF CROSS METAL ROOF DECK PANEL ASSEMBLY. SEE FIRE (CETW). WIDTH RANGING FROM 3 -1 /2 TO 5 IN. WELDED TO SUPPORTS WITH WELDING WASHERS 12 IN. OC SIDE TEE FLANGE. AT WALLBOARD END JOINTS, WALLErARD SHALL SE LOCATED 1/2 IN. FROM TI4E JOINT. LAP JOINTS OF ADJACENT UNITS WELDED OR SECURED TOGETHER WITH NO. 12 BY 1/2 IN. SELF- DRILLING, �+ SYSTEM 140. U906 BEARING WALL RATING - 2 NR. NONBEARING WALL RATING - 2HR. 3/4 11 ILA. STEEL FRAMING MEMBERS*- METAL PANS - (NOT SHOWN)(OPTIONAL)- CHANNEL - SHAPED METAL PANS IN VARIOUS I -1/2, 2 2 -3 /16 COLORS AND FINISHES, INSTALLED PERPENDICULAR TO CROSS TEES OR MAIN RUNNERS AND SPACED 4 OR 6" OC. 3 3 THE FLANGE EDGES OF THE METAL PANS ENGAGE AND INTERLOCK WITH THE VERTICAL TABS OF THE CORRESPONDING 54 6. AIR DUCT - NO. 22 M MIN GALV STEEL. TOTAL AREA OF DUCT OPENINGS NOT TO EXCEED 113 5Q IN PER GRID ADAPTERS WITH TABS 4 OR 6" OC (SEE ITEM 118 END LAPS JOINTS OF THE METAL PANS SHALL OCCUR 48° OC SUSPENDED BY 12 SWG STEEL WIRE. AS AN ALTERNATE RIGID AIR DUCT MATERIAL* MAY BE USED. ADJACENT TO MAIN RUNNERS OR CROSS TEES. THE METAL PANS SHALL EACH BE SUPPORTED 8Y AT LEAST TWO THE DUCT OUTLET THROAT IS POSITIONED AT THE CENTER OF A 24" LONG, 22 MSG STEEL DUCT LINER. MAIN RUNNERS OR CROSS TEES. THE THROAT IS INSULATED WITH I" THICK, 5 PCF DENSITY RIGID ROUND GLASS FIBER MATERIAL. THESE DUCTS CHICAGO METALLIC CORP. - TYPE 1650. ARE SUPPORTED BY 16 MSG COLD -ROLLED GALV STEEL CHANNELS SUSPENDED BY 12 SWG GALV STEEL WIRE. 1113. STEEL FRAMING MEMBERS * - GRID ADAPTER- (NOT 51OWN)(OPTIONAL)- FOR USE WITH TYPE 1650 METAL PANS CHANNELS ARE SPACED, DIRECTLY BELOW THE STEEL DUCT LINER ONE ON EACH SIDE OF THE THROAT, 72" OC (SEE ITEM IIA). ANGLE SHAPED ADAPTER WITH A LOOPED RETURN FLANGE INSTALLED PARALLEL TO CROSS TEES FOR DUCTS UP TO 36° WIDE AND 48' OC FOR DUCTS BETWEEN 36' AND bo" WIDE. OF MAIN RUNNERS BY ENGAGING RETURN FLANGE OF ADAPTER TO THE FLANGE OF THE CROSS TEE OR MAIN RUNNER. JOHNS MANVILLE INTERNATIONAL INC. - RIGID, CLASS 1. THE 48 OR 24' LONG ADAPTERS ARE INTENDED FOR USE WIN CROSS TEES OR MAIN RUNNERS, RESPECTIVELY. KNAUF FIBER GLASS GmbH- RIGID, CLASS I. CHICAGO METALLIC CORP.- TYPE 1650. OWENS- CORNING FIBERGLAS CORP.- RIGID, GLASS 1. IIC. STEEL FRAMING MEMBERS*- FILLER STRIPS- (NOT SHOWN)(OPTIONAL)- FOR USE WITH TYPE 1650 METAL PANS. 7. DAMPER- NO 18 MSG, GALV STEEL. PROTECTED ON " 0.0241 + n BOTH SURFACES WITH 1 /I6 CERAMIC FIBER PAPER AND FILLER STRIPS ARE 0.018 70 THICK, STEEL OR ALUMINUM, 13/32 OR 5/8 DEEP BY 3/4 WIDE, PLACED HELD OPEN WITH A FUSIBLE LINK (BEARING THE UL LISTING MARK). DAMPER TO OVERLAP DUCT OUTLET I" MIN, BETWEEN THE METAL PANS. WHEN THE CLASSIFIED AIR DUCT MATERIAL DESCRIBED IN ITEM 6 ABOVE 15 USED, NO DAMPER I5 REQUIRED. CHICAGO METALLIC CORP. - TYPE 1650. IN LIEU OF THE DAMPERS DESCRIBED IN THE DESIGN ° iINFORMATION SECTION MAY BE USED WITH STEEL DUCTS. 12. STEEL FRAMING MEMBERS * - CROSS TEES- S- NOM 48 AND 24 LONG. NO MIN CLEARANCE REQUIRED AT WALLS. B. FIXTURE PROTECTION- BATTS AND BLANKETS*- 1 -1/4 THICK, CUT INTO PIECES TO FORM A FOUR SIDED ARM57ONG WORLD INDUSTRIES INC. - TYPES FG, FST -6000 -8000 MLFR -6000. ENCLOSURE, TRIANGULAR IN CROSS SECTION, AS FOLLOWS: ONE 4 -1/2' BY 24' PIECE PLACED AT EACH END CGC INTERIORS- TYPES DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. WHEN DXLA, DXLZA, SDXLA, OR ZXLA OF FIXTURE, ONE 2 BY 48' PIECE LAID ALONG EACH SIDE OF FIXTURE, AND TWO 17 B7 48° PIECES LAID, MEMBERS ARE USED, MAX RESTRAINED AND UNRESTRAINED ASSEMBLY RATINGS ARE 2HR. TENT -LIKE, OVER AND ON EACH SIDE OF FIXTURE AND ADJACENT CEILING PANELS. THE PIECES ARE HELD 13. ACOUSTICAL MATERIAL * - NOM 24 SY 24 OR 48' LAY -IN PANELS. BORDER PANELS SUPPORTED AT WALLS BY TOGETHER BY I8514G GALV STEEL WIRE. GAP AT TOP OF ENCLOSURE IS 1 -1/4 °. MIN. 0.016° THICK 26 GAUGE) PAINTED STEEL ANGLE, WITH I' LEGS; OR 11114 0.016" THICK 26 GAUGE) ( ) " OR, ' ( ) TI4ERMAFIBER LLC -TYPE FR. PAINTED STEEL CHANNEL, I -11/16 DEEP WITH I BOTTOM FLANGE AND 3/4 TOP FLANGE. 8A. ALTERNATE FIXTURE PROTECTION- ACOUSTICAL MATERIAL * - CUT FROM THE SAME MATERIAL AS ITEM 13, FORMED IN THE SAME MANNER AS DESCRIBED IN ITEM 8. WHEN TI4E ALTERNATE FIXTURE PROTECTION 15 USED, THE PANEL DIMENSIONS: RESTRAINED AND UNRESTRAINED ASSEMBLY RATING 15 2 HR. NOM, IN, TYPES WALLBOARD FASTENED TO MAIN RUNNERS WITH WALLBOARD SCREWS, 1!2 IN FROM SIDE JOINTS, MIDWAY 2. MINERAL AND FIBER BOARDS* - 24 13Y 48 IN. TO 48 8T 96 IN. INCL., TO BE APPLIED IN ONE OR MORE RD SCREWS, LAYERS WITH ADHESIVE BETWEEN LAYERS OR LAID LOOSELY. BOARDS TO BE INSTALLED PERPENDICULAR TO SELF- TAPPING STEEL SCREWS MIDWA7 BETWEEN STEEL JOINTS, OR BETWEEN INTERSECTIONS WITH CROSS TEES (24 IN. OC). END JOINTS OF ADJACENT WALLBOARD SHEETS GYPSUM WALLBOARD DIRECTION WITH END JOINTS STAGGERED 2 FT IN ADJACENT ROWS. WHEN APPLIED IN CLASSIFIED STEEL FLOOR AND FORM UNIT* I-1/2 IN. DEEP FLUTED GALV STEEL DECK. MIN. 0.029 IN. SHALL BE STAGGERED NOT LESS THAN 4 FT OC. WALLBOARD SHEETS SCREW- ATTACHED TO FLANGE OF WALL MORE THAN ONE LAYER, CH LAYER OF BOARD TO BE OFFSET IN BOTH DIRECTIONS FROM LAYER BELOW BY THICK (22 GAUGE). WELDED TO SUPPORTS WITH WELDING WASHERS 12 IN. QC. SIDE LAP JOINTS OF ADJACENT CHANNEL WITH WALLBOARD SCREWS SPACED 12 IN. OC. EACH A MIN OF 12 IN, IN ORDER TO LAP ALL JOINTS. MIN THICKNESS I IN. (NO LIMIT ON 11AX OVERALL THICKNESS). UNITS WELDED OR SECURED 70GE7HER WITH NO. 12 BY I/2 IN, SELF - DRILLING, SELF- TAPPING STEEL ORAL GYPSUM INC. - TYPE SG G OR DDDG3. BMCA INSULATION PRODUCTS INC. SCREWS MIDWAY BETWEEN STEEL JOISTS. CELOTIX CORP. - TYPE C, FRP OR SF3. MANVILLE SALES CORP. WHEELING CORRUGATING CO., DIV OF WHEELING- PITTSBURGH STEEL CORP.- CONTINENTAL GYPSUM COMPANY - TYPE CG -3 OR CG -C. FIBERGLAS CANADA, INC. TYPE A, 5, HW, OR F. DOMTAR GYPSUM - TYPE 5 OR C. GAF MATERIALS CORP. 6. ADHESIVE * - OPTIONAL - MAY BE APPLIED BETWEEN CRESTS OF STEEL ROOF DECK AND GYPSUM EAGLE- GYPSUM PRODUCTS - TYPE EG -C. OWENS- CORNING FIBERGLAS CORP. WALLBOARD IN 1/2 IN. WIDE RIBBONS 8 IN, OC AT 0.4 GAL PER 100 SQ, FT. MAY ALSO BE APPLIED IN 1/2 IN. GEORGIA - PACIFIC CORP., GYPSUM DIN. -TYPE GPFS3 RO GPFS -C. PARTEK INSULATIONS, INC. - PAROC BASEBOARD AND PAROC CAPBOARD. WIDE RIBBONS 6 IN. OC, AT 0.4 GAL PER 100 5Q. FT., BETWEEN GYPSUM WALLBOARD AND VAPOR NATIONAL GYPSUM CO., CHARLOTTE, NG - TYPES FSW -4, F511-G. 2A. BUILDING UNITS* -(NOT SHOWN- AS AN ALTERNATE TO THE MINERAL AND FIBER BOARDS (ITEM 2). NOM BARRIER, BETWEEN VAPOR BARRIER AND AND FIBERBOARDS OR BUILDING UNITS, AND BETWEEN PABCO GYPSUM CO. - TYPE C, % -3 OR PG -C. D F BER BOARDS OR BUILDING UNITS. REPUBLIC GYPSUM CO., - TYPE RG -3 OR RG -C. 12 BT 18 IN. OR 18 BY 24 IN. FLAT OR TAPERED CELLULAR GLASS BLOCKS MAY BE APPLIED IN ONE OR LAYER OF MINERAL AND O 7. STEEL JOISTS - TYPE 10J4 MIN SIZE, SPACED 48 IN. OC AND WELDED TO END SUPPORTS. STANDARD GYPSUM CORP. - TYPE SG -C OR SGC -G. MORE LAYERS WITH ADHESIVE BETWEEN LAYERS OR LAID LOOSELY. BLOCKS TO BE INSTALLED PERPENDICULAR B. BRIDGING - STEEL EARS, 1/2 MIN DIAM WELDED TO TOP AND BOTTOM CHORDS OF EACH JOIST. TO GYPSUM WALLBOARD DIRECTION WITH END JOINTS STAGGERED 7 -1/2 IN. IN ADJACENT ROWS. WHEN TEMPLE- INLAND FOREST PRODUCTS CORP. - TYPE TP -5. APPLIED IN MORE THAN ONE LAYER, ADDITIONAL LAYERS TO BE INSTALLED PARALLEL TO PREVIOUS LAYER 9. HANGER WIRE - NO. 12 SIdG GALV STEEL WIRE, TWIST -TIED TO LOWER CHORD OF JOISTS OR COLD- ROLLED M. SCREW, WALLBOARD - NO. 6 PHILLIPS -TYPE, TYPE 5 SELF- DRILLING AND SELF - TAPPING, 1 IN. LONG. STEEL CHANNELS. LOCATED 48 IN. OC ALONG MAIN RUNNERS WIN ADDITIONAL HANGER WIRES 70 OCCUR AT SCREWHEADS MAY BE EITHER EXPOSED OR COVERED WITH JOINT CEMENT. WITH EACH ROW CENTERED OVER JOINT OF PREVIOUS LAYER. END JOINT STAGGERED 7 -1/2 IN. IN ADJACENT ALL FOUR CORNERS OF LIGHT FIXTURES, AT THE MIDSPAN OF CROSS TEES ADJACENT TO LIGHT FIXTURES, AND I9. ALTERNATE FINISHING SYSTEM -(NOT SHOWN)- WALLBOARD JOINTS MAY BE EITHER EXPOSED OR ROWS. MIN THICKNESS I -I/2 IN. (NO LIMIT ON MAX OVERALL THICKNESS). ( 213. FOAMED PLASTIC * - AS AN ALTERNATE TO ITEMS 2 AND 2A. POLYISOCYANURATE FOAMED PLASTIC INSULATION AT THE CUT END OF CROSS TEES LONGER THAN 23 IN. WHICH ABUT WALLS. COVERED WITH PAPER TAPE AND JOINT COMPOUND. AS AN ALTERNATE, NOM 3/32 IN. THICK GYPSUM HOARDS, NOM 48 BY 48 OR % IN., TO BE APPLIED IN ONE OR MORE LAYERS. MIN THICKNESS 15 1.3 IN. 10. COLD- ROLLED CHANNELS - MIN 0.053 IN., THICK (16 GAUGE) PAINTED COLD- ROLLED STEEL CHANNELS, VENEER PLASTER MAY 8E APPLIED TO THE ENTIRE SURFACE OF THE CLASSIFIED GYPSUM WALLBOARD. I -I/2 IN. DEEP WITH 9/16 IN. FLANGES. TWO CHANNELS TIED SACK -TO -BACK WITH 18 SWG GALV STEEL WIRE 19A. ALTERNATE FINISHING SYSTEM - ACOUSTIC MATERIAL* -(NOT 514014N)- OPTIONAL ACOUSTIC TILE NO LIMIT ON MAX OVl"cRALLTNICKNE55. BOARDS TO BE INSTALLED WITH END JOINTS STAGGERED A MIN OF ( OPTIONAL, 48 IN. OC AND WIRE -TIED TO TOP OF JOIST LOWER CHORDS. CHANNELS SPACED AS REQUIRED TO PROVIDE MAY BE LAMINATED TO THE ENTIRE SURFACE OF THE CLASSIFIED GYPSUM WALLBOARD. b E IN NS FROM ROWS. WHEN MI 6 MORE THAN ONE LAP A, JOI LAYER 70 BE OFFSET IN BON DIRECTIONS FROM LAYER BELOW A MIN OF 6 IN. IN ORDER TO LAP ALL JOINTS. ATTACHMENT PROVISION FOR CEILING HANGER WIRES. ANY MANUFACTURER - ANY UL CLASSIFIED ACOUSTICAL MATERIAL ADN ADHESIVE WITH A APACHE PRODUCTS CO. - ACFOAM II 11. AIR DUCT - MIN 0.029 IN THICK (22 GAUGE) GALV STEEL. TOTAL AREA OF DUCT OPENINGS NOT TO FLAME SPREAD OF 25 OR LESS (SEE BUILDING MATERIALS DIRECTORY). APACHE PRODUCTS GO. - PYROX EXCEED 144 SQ IN. PER EACH 100 SQ FT OF CEILING AREA. AREA OF INDIVIDUAL DUCT OPENING NOT TO *HEARING THE UL CLASSIFICATION MARKING. ATLAS ROOFING CORP. - ACFOAM II EXCEED 144 5Q IN. MAX DIMENSIONS OF OPENING 12 IN. DUCT SUPPORTED BY 1 -1/2 IN. DEEP, MIN 0.053 IN. THICK (16 GAUGE) COLD-ROLLED STEEL CHANNELS SUSPENDED BY 12 SWG GALV STEEL WIRE. CARLISLE SYNTEC SYSTEMS, DIV OF CARLISLE CORP. - TYPES HP 14P-N, HP -W LD GELOTIX CORP. I TYPES L, 0 DUCT SUPPORT CHANNELS LOCATED 6 IN. FROM AND ON EACH SIDE OF DUCT DROP AND MAX 48 IN. OC FIRESTONE BUILDING PRODUCTS CO. - °150 415 +FK' "150 415 +GL' "150 415 +GW' AWAY FROM DUCT DROP. "RHOFLEX ISOCYANURATE FK' 'RHOFLEX ISOCYANURATE GL' 'RHOFLEX ISOCTANURATE GW° 12. DAMPER - MIN 0.070 IN. NICK (14 GAUGE) GALV STEEL, SIZED TO OVERLAP DUCT OPENING 2 IN. MIN. ' PROTECTED ON 80TH SIDES WITH 1/16 IN. THICK CERAMIC FIBER PAPER LAMINATED TO 714E STEEL AND HELD GAF MATERIALS CORP. - ISOTHERM R. OPEN WIN A FUSIBLE LINK (BEARING THE UL LISTING MARK). LOADMASTER SYSTEMS INC. - LOADMASTER POLYISOCYANURATE INSULATION NRG BARRIERS INC. - E'NRG'Y I, E'NRG'Y 2, P51 25. 13. FIXTURES, RECESSED LIGHT (BEARING THE UL CITING MARK). FLUORESCENT LAMP TYPE, STEEL HOUSING, RAMC INC. - MULTI -MAX FA. 2 BY 4 FT. SIZE, PROVIDED WITH DETACHABLE SPRING- LOADED TRIM FLANGE OR WITH ADJUSTABLE MOUNTING SCNULLER INTERNATIONAL INC. - TYPES NI, N2. BRACKETS. FIXTURES SPACED 50 THEIR AREA DOES NOT EXCEED 24 SQ FT PER 100 SQ FT OF CEILING AREA. WIRED IN CONFORMANCE WI7H THE NATIONAL ELECTRICAL CODE. 0 O O CD �� 5-5/$ MIN ,p �p�py REVIEWED IE:I19G6J FOR CODE COMPLIANCE �+ APPROVED AUG 16 2011 • City ® Tukwila p BUILDING DIVISION 0 ©HORIZONTAL SECTION I. CONCRETE BLOCKS* - NOMINAL 6 BY 8 BY 16 IN, HOLLOW OR SOLID CLASSIFICATION D -2 (2 14R). ANCHOR CONCRETE PRODUCTS, INC. EMPIRE MATERIALS CO. FLORIDA ROCK INDUSTRIES, INC. �, 2, MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. -,8 IN. THICK, OF NOT LESS THAN 2 -1/4 AND NOT MORE E)AND -NO PARTS OF N 5014 SHARP SAND TO I LIME PORTLAND CEMENT VOLUME). (PROPORTIONED E IN VOLUME) U OR PERCENT HYDRATED V R MEN AND NOT MORE LIME (B7 VOCAION VERTICAL JOINTS STAGGERED. DAL 3. PORTLAND CEMENT - O GYPSUM T- ADD TO CLASSIFICATION S STUCCO IO PLASTER A I/2 HR TO CLASSIFICATION IF USED. *BEARING THE UL CLASSIFICATION MARKING. `I S \EC�� V e Q JUL 08 2011 PERMIT CENTER ki...... t (0 ( 88. ALTERNATE FIXTURE PROTECTION- ACOUSTICAL MATERIAL * - CUT FROM THE SAME MATERIAL AS ITEM 13, CUT INTO 24 BY 24 BY 5/8 OR 3/4 GR -I, FR -83 PIECES TO FORM A FIVE SIDED ENCLOSURE, TRAPEZOIDAL IN CROSS-SECTION, WITH SUFFICIENT DEPTH TO PROVIDE 24 BY 48 BY 5/8 OR 3/4 GR-I, FR -83 A MIN 3 W 3/4" /4 CLEARANCE BETWEEN THE TOP OF THE FIXTURE AND THE ENCLOSURE. THE PROTECTION ENCLOSURE 3 " 7' R 24 BY 24 SY 3/4 FR -XI CONSISTS OF ONE 5' (OR WIDER) BY 23 3/4 PIECE PLACED AT EACH END OF FIXTURE, ONE 7 (OR WIDER) BY 24 BY 48 BY 3/4 FR -XI 47 3/4' PIECE PLACED ALONG EACH SIDE OF THE FIXTURE, AND ONE IB (OR WIDER) BY 47 3/4' PIECE PLACED USG INTERIORS, INC.- TYPES GR-I, FR -83 FR -XI. SEE ACOUSTICAL MATERIALS (BYIT) OVER TI4E FIXTURE. TI4E TOP EDGE OF EACH FIXTURE PROTECTION SIDE PIECE MAY BE PROVIDED WITH A I' DEEP USG INTERIORS INC. FOR SPECIFIC TILE DETAILS. BY 6 LONG NOTCH NEAR ITS MIDPOINT. THE SIDE AND TOP PIECES ARE LAID IN PLACE AND ARE SECURED 14. HOLD -DOWN CLIP - NO. 28 GAUGE SPRING STEEL, I -I/4' WIDE BY 7/8" HIGH BY 1/2° DEEP. TWO CLIPS UNIFORMLY TOGETHER WIN TWO ad NAILS ALONG EACH SIDE. THE END PIECES ARE HELD IN PLACE WIN THREE 8d NAILS SPACED ALONG EACH 48 IN. SIDE OF ACOUSTICAL MATERIAL. PIERCED THROUGH THE END PIECES INTO 714E TOP AND SIDE PIECES. *BEARING THE UL CLASSIFICATION MARKING L. '- T. SCALE c� ®''_ . �\ ° 0 SCALE •' . a .. SCALE 1 „_1 „_�„ _ 1 „_1 „_�„ N.T.S. 111 530 PAcsuA. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work” under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. .c c ci C O o _c G � a) U � -E. =is 2°) (2= ; O O (/)COF- AAD:FITCH dba FITCH Kevin T Evernham RA AIA 10435 No Scottsdale Road, Sti• 195 Scottsdale Arizona 85254 PHONE 1480) 998 -4200 FAX (4801 998 -7223 weisfitthcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED DRAWN BY: cl� PROJECT No.: SHEET: A003 PSN -10 -016 -1 HP7 MALL SERVICE CORRIDOR DEMOLITION PLAN akMatEMMEIROME ADJACENT TENANT 3' -0" PACIFIC SUNWEAR SPACE #208 N m u ,r an.su a am.. may \ •\ .xmm�xux a maamna axmnk nw aan .mnt.va.w.alr.w xm \\\\\\ \\ o\xtaa na s auu a a• . aw n . s.r.a lwzlmw ..ux.. \\\ftrrn sk D -8 1 ADJACENT TENANT 1 1� GENERAL NOTES 1. REMOVE ALL ITEMS AS INDICATED ON PLANS OR NOTES 2. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OR LANDLORD UTILITIES. THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 DISCLOSED DURING DEMOLITION. 3. IN ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT IS DISCLOSED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT BUILDING AREAS THAT ARE NOT IN THIS CONTRACT. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 5. ALL GAS, WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT 15 TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT AREAS, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. (PATCH FLOOR BACK PRIOR TO TOPPING.) 6. THE TENANT G.C. SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. 7. REMOVE OR RELOCATE ANY SPRINKLER /SEWER /PLUMBING LINES, AS REQUIRED, IN FIELD PER LANDLORD'S AND /OR LOCAL AUTHORITY APPROVALS. B. REMOVE OR RELOCATE ANY SPRINKLER /SEWER /PLUMBING LINES, AS REQUIRED, IN FIELD PER LANDLORD'S AND /OR LOCAL AUTHOR ITY APPROVALS. c• TENANT G.C. SHALL COORDINATE WITH THE OWNER AND ARCHITECT IMMEDIATELY ANY DISCREPANCIES IN FIELD CONDITIONS WITH THIS SET OF CONSTRUCTION DOCUMENTS. 10. TENANT G.G. SHALL PATCH AND REPAIR ALL CEILINGS, WALLS AND FLOORS, AS REQUIRED, TO RECEIVE NEW FINISHES. (TENANT G.C. TO MAINTAIN BUILDING'S FIRE RATED CONSTRUCTION THROUGHOUT TENANT'S SPACE). 11. TENANT G.C. AND /OR SUBCONTRACTORS SHALL REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO THE TENANT DESCRIBING THE FOLLOWING (BUT NOT LIMITED TO); A. CONDITION OF EXISTING POWER PANELS AND TRANSFORMERS; FEASIBILITY FOR RELOCATION AND REFURBISHING, OR NEED FOR REPLACEMENT DUE TO AGE OR EXISTING CONDITION. B. CONDITION OF EXISTING GYP BD ON EXISTING DEMISING WALLS AND RECOMMENDATION OF WHETHER TO REMOVE EXISTING OR REUSE TO BE DETERMINED IN FIELD. C. CONDITION OF EXISTING MECHANICAL SYSTEM; FEASIBILITY OF REUSING, RELOCATION, OR RE- FURBISHING EXISTING EQUIPMENT AND DUCTWORK; AND RECOMMENDATION OF REPLACEMENT, IF NECESSARY, PRIOR TO BID. D. SUMMARIZE RECOMMENDATIONS FOR REUSE OF EXISTING MATERIALS, EQUIPMENT AND ACCESSORIES, ONCE REFURBISHED TO A LIKE -NEW CONDITION, ITEMIZE THE CREDIT TO THE CONTRACT. 12. TENANT G.C. SHALL NOTIFY ARCHITECT AND /OR TENANT'S CONSTRUCTION MANAGER WITHIN 24 HOURS OF ANY UNNOTED EXISTING CONDITION WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE DIRECTIVE CORRECTION DOCUMENTS TO COMPLETE THE PROJECT. THE ARCHITECT OR ENGINEER SHALL PROVIDE REVISION OR CORRECTION LETTER TO G.C. AS DIRECTED BY PAC SUN'S DESIGNER OR CONSTRUCTION MANAGER. 13. IN ADDITION TO THE ABOVE, REFER TO GENERAL DEMOLITION NOTES INDICATED ON SHEET A001, DIVISION 2 - DEMOLITION / BUILDING ALTERATION. MALL SERVICE CORRIDOR RaW ADJACENT TENANT 1 � ,. L J MALL SERVICE CORRIDOR ) \ ti„..,-`,....\.,..''\,,,••'`• v,..,•` �v,.,.r\ v..,-•' v,.,.r\ v..,.••'\ v..,..••\,„• r•`• v..,•',.,.•" v..,. ,- \v....,..�,.,.�,.,.� \v,,,,. -" • \�......\•..,.,....,�,..., :•�. �,.,..r\ \ �,.,...� \ �MATCN LINE SCALE: 1/4" = 1' -0" DEMOLITION PLAN (CONT.) SCALE: 1/4" = 1' -0" ( (0, MALL sic sic cO ID ID REVIEWED FOR CODE COMPLIANCE APPROVED AUG 16 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER KEY NOTES LEASE LINE EXISTING DEMISING WALL AND NEUTRAL PIER TO REMAIN. PATCH AND REPAIR AS REQUIRED. RETURN AIR FIRE DAMPERS IN WALLS MUST BE MAINTAINED OR PROVIDED AS NEEDED (SEE M100). TEMPORARY CONSTRUCTION BARRICADE BY TENANT G.C. - REFER TO "TEMPORARY BARRICADE NOTES" ON SHEET D101. INSTALL DOORS AT CENTERLINE OF NEW STOREFRONT ENTRY. PORTION OF EXISTING DEMISING PARTITON TO BE REMOVED FOR NEW VESTUBLE /REAR SERVICE DOOR. COORDINATE WITH SHEET A100. EXISTING ROOF DECK AT +17' -6" VERIFY IN FIELD PRIOR TO CONSTRUCTION. EXISTING STRUCTURAL COLUMN TO REMAIN. EXISTING ENCLOSURE TO BE REMOVED. EXISTING STOREFRONT, SIGNAGE, LIGHTS AND SOFFIT TO BE REMOVED IN THEIR ENTIRETY. OS REMOVE EXISTING FINISHES FROM EXISTING CONCRETE SLAB (i.e. TILE, CARPET, TACK STRIPS, ETC). SCRAPE AND OR GRIND SLAB TO A SMOOTH FINISH, READY TO RECEIVE NEW FLOOR FINISHES AS DESCRIBED IN THESE PLANS. O REMOVE EXISTING CEILINGS/LIGHT FIXTURES IN THEIR ENTIRETY. REMOVE ALL MEMBERS FROM PREVIOUS STRUCTURES ABOVE CEILING AREA (i.e. OLD BRACING, TIE WIRES, OLD CONDUITS, ETC). 10 EXISTING NON - BEARING INTERIOR PARTITION TO BE REMOVED IN ITS ENTIRETY (TYPICAL OF ALL WALLS SHOWN .DASHED). 13 14 15 NOT USED. REMOVE EXISTING INTERIOR WALL FINISHES DOWN TO THE ORIGINAL GYP BD SURFACE OF DEMISING WALL (i.e. PANELING, WALLCOVERING, SLATWALL, FURRING, ETC). EXISTING INTERIOR DOOR AND FRAME TO BE REMOVED IN ITS ENTIRETY. EXISTING TOILET ROOM, PLUMBING FIXTURES, LIGHTS, DOOR, FLOORING AND WALLS TO BE REMOVED IN THEIR ENTIRETY. EXISTING ELECTRICAL EQUIPMENT TO REMAIN /REMOVE. SEE ELECTRICAL DRAWINGS. EXISTING TENANT DUCT TO BE REMOVED IN ITS ENTIRETY. NOT USED EXISTING SPRINKLER MAIN @ 12' -7 1/4" A.F.F. TO REMAIN. EXISTING MECHANICAL DUCT THRU SLAB TO REMAIN. EXISTING 2" WATER LINE HEIGHT VARIES LOW @ 12' -5 3/4" TO 14' -8 5/8" A.F.F. TO REMAIN. 21 EXISTING 6" SPRINKLER MAIN @ 13' -2 1/2" A.F.F. TO REMAIN. 22 EXISTING 1/2" CONCRETE EXPANSION JOINT TO REMAIN. NOT USED. r A 530 pAcSuA. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright ri ht P rotection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. Z O z DJ Z � Z U p 0 I= Z J F- u) x W W D AAD:FITCH dba FITCH Kevin T Evernham RA AIA 79485 Nat, Scottsdale Road, 9db 195 8eothdiIs Arizona 85254 PHONE (480) 998 -4200 FAX (480) 998-7223 rwa9ttd.com KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED D 1 00 DRAWN BY: SI -IEET: PROJECT No.: PS N-10-016 3'- 0 "x7' -0" H.C. WOOD DOUBLE DOORS PAINTED P -1 WITH PASSAGE LOCKSET HANDLE WITH SATIN NICKEL FINISH. NOTE: TENANT G.C. TO ALIGN DOORS IN BARRICADE WITH NEN ENTRY FOR FIXTURE DELIVERY AFTER MALL HOURS. TOP OF BARRICADE BLACK AND WHITE BARRICADE GRAPHIC BY TENANT EXISTING NEUTRAL PIER LEASE LINE EXISTING NEUTRAL PIER LEASE LINE o D-8 S 9 41) A 1 E E EVA B -2 SCALE 1/2 " -1' -0" BARRICADE NOTES 1. TENANT G.C. TO FURNISH AND CONSTRUCT A TEMPORARY BARRICADE(S) OF 3 -5/8" METAL STUDS @ 16" O.C. WITH ONE LAYER OF 5/8" GYP. BD. (MALL SIDE) TAPED, SPACKLED AND SANDED SMOOTH. INSTALL A GYP. BD. 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) TENANT G.C. TO SUPPLY AND INSTALL 5/8" EXTERIOR GRADE CDX PLYWOOD ON VERTICAL AND HORIZONTAL SURFACES (TO REPLACE GYP. BD). 2. PAINT - ONE COAT PRIMER AND TWO COATS P -1 3. TENANT G.C. TO COORDINATE INSTALLATION OF GRAPHIC WITH OWNER'S VENDOR 4. TENANT G.C. 15 RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. 5. TENANT G.C. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH 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 WHITE TAPE. 7. TENANT G.C. TO RESTORE MALL FLOORING AND BULKHEAD TO A 'LIKE NEVI' 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 HOURS. 9. IF BARRICADE IS EXISTING, TENANT G.C. IS TO PREPARE FACE OF BARRICADE PER. TENANTS STANDARDS FOR GRAPHIC INSTALLATION. 10. BARRICADE IS TO BE 100% COMPLETE AND READY FOR OWNERS GRAPHICS TO BE INSTALLED NOT MORE THAN FOUR DAYS AFTER CONSTRUCTION START. TENANT G.C. TO CONTACT G.M. UPON COMPLETION TO COORDINATE GRAPHIC INSTALL WITH GRAPHIC VENDOR. PORTION OF EXISTING MALL BULKHEAD TO REMAIN. PATCH AND REPAIR AS REQUIRED. A.F.F. B.O. MALL BULKHEAD EXISTING SPRINKLER MAIN TO REMAIN EXISTING STRUCTURAL BEAM TO REMAIN 2' -7 1/2" EXISTING CEILING TO BE REMOVED IN ITS ENTIRETY LEASE LINE u VISQUEEN DUST BARRIER OVER 3 -5/8" X 20go METAL STUDS @ 16" O.C. 3/4" PLYWOOD WITH NON- ABBRASIVE I /4 "± CUSHION BACKING (I.E. STYROFOAM, CARPET, CARPET PADDING, ETC.) TAPE JOINTS TO PREVENT DUST PASS -THRU FLOOR SLAB 3' -0" 2" X 4" PLATE SECURE FRAMING AS REQUIRED FOR LATERAL STABILITY. PORTION OF EXISTING MALL BULKHEAD TO BE REMOVED. EXISTING STOREFRONT TO BE REMOVED IN ITS ENTIRETY 5/8" GYP. BD OVER 3 5/8 "x 20ga METAL STUDS @ 16" O.C. METAL TRACK, SECURE TO 2" x 4" PLATE 2" x 4" PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 16 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER NSTRUCTI N A RICALIE SECTI(O N SCALE 1/2 ".1' -O" 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c an. G 0_ 0, L _c a) -- (1) -EP -g L. � co U O = O 0 LO (f) H AAD:FITCH dba F I TC H Kevin T Evemham RA AIA 79185 North ScotbdW Road, Sulu 105 8eottodol Admoo 85254 PHONE (480) 098 -4200 FAX 1480) 998 -7225 vothatdreom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 AS NOTED D 0 1 DRAWN BY: GH SHEET: PROJECT No.: PS N-10-016 m in f138' -2" OVERALL sk 4S 8' -0" a' - .-,. c0 -Mt 0 mt P GOO D •5 D -7 18" MIN 23 a GOO 14 MEN'S L_ TOILE - ROOM 1 F D-6 WOMEN'S TOILET ROOM HALLWAY MATCH LINE I lq 45 51_01i 4511 MALL SERVICE CORRIDOR NI 0 45” 41 -0" D-6 31-4" R.O. 47 11 -8 41_01 TYP X1 1\. I � 12 600 D-4 F.R.3 iii rimiiim/ MS F.R.4 0 N D-4 — I — •/ 1 31_3" jo 1 R.0.4111 V. 0 1 1 FITTING ROOM ALCOVE I%l -4s1 O ` ' ii 1 'k II 82'-qt F.D. (41) STANDARDS @ 24" 0.C. = 80' -0" ADJACENT TENANT 41 -53s " 1 II II I II 0 I ( o) \ 0 \ REAR SALES AREA II II CASH WRAP 4' -2" II • FRONT SALES AREA s II I' I I 1 1 I 1 ,,,,,,,,,,, „,,,,,,,,,,,,,f,,,,,,,,L:J , , A 1 J..... 7341 4"�44u It GOO 71 -4” j44g" 5' 8" F.D. ,1, toNlAtIclioNLO-OR PLAW �-... �,.. ��.. �.... �`...... r.. \ ,....... �......... �....... �. �.��,........�..__...�..._...,� v........ 2 600 ADJACENT TENANT (41) STANDARDS @ 24" 0.G. = 801 -0" 101I-7k F.D. D -2 1 4,117 600 7 • 4-5i" 3 5/8" X 20ga METAL STUDS @ 16" O.C. WITH 1/2" GYP. D. RECESSED STANDARDS PROVIDED BY TENANT, INSTALLED BY TENANT G.G. SOUND ATTENUATION BATT INSULATION BY TENANT G.C. (ONLY @ DEMISING PARTITIONS) 2i" RECESSED WALL STANDARD SCALE 1 1 „_1 „_0„ A NOTE: SEE SHEET A002 FOR DOOR SCHEDULE SEE SHEET 1/A702 FOR TYPICAL TOILET ROOM DIMENSIONS. SEE SHEET A501 FOR FITTING ROOM ELEVATIONS AND ENLARGED PLAN. NOTE: MAINTAIN MINIMUM 36" AISLES BETWEEN FIXTURES AND A MINIMUM 44" PATH OF TRAVEL FOR EXITING PER A.D.A. REQUIREMENTS PLATFORM /DECK NOTE: TENANT G.C. SHALL DIRECT ALL SUBONTRACTORS TO RUN ALL MPE AND SPRINKLERS OVER THE HALLWAY AND TOILET ROOM PLATFORMS AS TIGHT TO THE SIDE WALLS AS POSSIBLE. KEEP THE MAIN AREA OF THE PLATFORM CLEAR. TENANT G.C. TO LASER LEVEL ALL STANDARDS IN THE SALES AREA AND THE STOCK ROOM. USE THE TOP OR BOTTOM OF THE 1" SLOTTING AS A BENCHMARK. CONFIRM 24" CENTERS AT TOP /MIDDLE /BOTTOM OF STANDARDS. NOTIFY PACSUN CM OF ANY DEFECTS IN THE RECESSED STANDARDS. FRAMING LAYOUT START POINT NOTE GENERAL NOTES TENANT G.C. IS RESPONSIBLE TO MEASURE (VERIFY) OVERALL DIMENSIONS, COLUMN SIZE LOCATIONS, BULKHEAD HEIGHT, ETC. OF SPACE AFTER DEMOLITION (ALSO CONFIRM CEILING CLEARANCES AND LOOK FOR ANY OTHER POTENTIAL OBSTRUCTIONS). IF FIELD DIMENSIONS VARY BY ANY AMOUNT FROM THE DIMENSIONS NOTED IN THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOT CONTINUE FRAMING LAYOUT UNTIL DIRECTED BY TENANT (CONTRACTOR SI-1ALL NOTIFY TENANT'S CONSTRUCTION MANAGER IMMEDIATELY IN WRITING OF ANY DIMENSION DISCREPANCIES OR BUILDOUT OBSTRUCTIONS). IF OVERALL DIMENSIONS OF SPACE MATCH THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL BEGIN FRAMING LAYOUT BY SNAPPING CHALKLINES OF ALL WALL LOCATIONS BEFORE BEGINNING TO SECURE TRACK. SEE PLAN ABOVE FOR LAYOUT START POINT. IF LAYOUT START POINT 15 NOT INDICATED ON PLANS, TENANT G.C. SHALL CALL ARCHITECT IMMEDIATELY AND TO OBTAIN START POINT IN WRITING. ALL SALES AREA AND FITTING ROOM DIMENSIONS ARE HOLD DIMENSIONS AND SHALL NOT BE ADJUSTED ON SITE UNLESS DIRECTED BY TENANT IN WRITING. IF FRAMING CONTRACTOR DOES NOT FOLLOW THESE PROCEDURES, ANY REQUIRED REWORK THAT IS CONSIDERED AVOIDABLE SHALL BE DONE BY TENANT G.G. AT TENANT G.C.'S EXPENSE. SOUND ATTENUATION WALL NOTE TENANT G.C. SHALL PROVIDE AND INSTALL 'OWENS CORNING' 4" SOUND ATTENUATION FIRE BATT /MINERAL WOOL INSULATION AT THE SALES AREA AND FITTING ROOM PERIMETER WALLS. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. TENANT G.C. SHALL PROVIDE AND INSTALL 5/8" GYP. BD. (1/2" GYP BD @ RECESSED STANDARDS) FROM FLOOR TIGHT TO TOP TRACK, 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). 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 (1) HOUR 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 -A 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). TENANT G.C. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2AIOBC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. SPRINKLER SYSTEM DRAWINGS SHALL BE SUBMITTED AND REVIEWED UNDER SEPARATE PERMIT. A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS FOR EGRESS. TENANT G.C. SHALL REPAIR OR REPLACE ALL DAMAGED FIRE- PROOFING WHEN APPLICABLE. ENTRY DOORS SHALL BE CLOSED AND LOCKED AFTER BUSINESS HOURS. COMBUSTIBLE MATERIALS SHALL NOT BE USED ABOVE CEILINGS WHEN HARD LID CEILING IS SPECIFIED. REFER TO RCP ON A300. ALL SECURITY DOOR AREAS 51-IALL BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND SO LOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTCANDLE (MINIMUM) AT FLOOR LEVEL, THROUGHOUT EGRESS PATH. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE OR LOCAL FIRE MARSHALL SHALL BE INSTALLED AT REAR SERVICE DOOR (NOT APPLICABLE FOR EXISTING REMODELS). 10. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL NHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 10 OR MORE PERSONS. 11. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE EXIT HALLWAY SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 12. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SI-1ALL BE ENERGIZED FROM SEPARATE CIRCUITS WITH 90 MINUTE BATTERY BACK -UP. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. 13. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. REFER TO RCP ON A300. 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. cn� v i• SCALE: 1/4" = 1' -0" 138' -2" OVERALL 32' -5i" mn m MALL STORAGE H u • U() 0 - N i STOCK ROOM 1 5411 (13) STANDARDS @ 24" 0.C. = 24' -0" 611 6' 25' -54" CONSTRUCTION FLOOR PLAN SCALE: 1/4" = 1' -0" 0 "fizo O_ om 1 �o 1- N ;DSO 9- I REVIE ' ��E , FOR CODE COM1FL1ANCE APPRO ED AUG 16011 BUILDING DIVISION WALL PARTITION LEGEND CONSTRUCTION PLAN NOTES (E) INTERIOR OR DEMISING PARTITION - TENANT G.G. SHALL PATCH AND REPAIR OR REPLACE 5/8” GYP. BD. TYPE 'X' IF REQUIRED TO MAINTAIN FIRE RATING (U.L. #U465) (N) NON RATED PARTITION -(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE (1/2" GYP BD @ RECESSED STANDARDS) ON METAL STUDS @ 16" 0.C. OR RECESSED STANDARD ED WA LL T NDARD STUDS AS INDICATED ON PLAN. INSTALL G YP. BD. ON ONE SIDE ONLY AT BACK TO BACK CONDITIONS (REFER TO SPECIFIC DETAILS). NOTE: AT TOILET ROOM WALLS THAT SHARE SALES AREA WALLS, FITTING ROOM WALLS THAT SHARE NON -SALES AREA WALLS, AND IN FURRED OUT WALLS ALONG SALES AREA DEMISING WALLS SHARED WITH ADJACENT TENANT FILL WITH 3 1/2" FRICTION FIT BATT INSULATION (STC 42 OR BETTER). TENANT G.C. TO USE 6" STUD FOR PLUMBING WALLS AS REQ'D. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). (N) PARTIAL HEIGHT INTERIOR PARTITION WITH PLATFORM ABOVE METAL STUDS @ 16" 0.C. (MAX.) WITH 5/8" TYPE 'X' GYP. 5D. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. SEE SHEET A300 FOR CEILING HEIGHT, WALL IS TO UNDERSIDE OF CEILING. SEE DETAIL 5/A600. (N) PARTIAL HEIGHT INTERIOR PARTITION - METAL STUDS @ 16" 0.C. (MAX.) WITH 5/8" TYPE 'X' GYP. BD. PROVIDE GYP BD ON ONE OR 50TH SIDES AS REQUIRED. SEE SHEET A300 FOR CEILING HEIGHT, WALL IS TO UNDERSIDE OF CEILING. SEE DETAIL 12/A600. (N) ONE HOUR FIRE PARTITION (AND /OR DEMISING WALLS) - 6" METAL STUDS @ 16" 0/C WITH 5/8" TYPE 'X' GYPSUM BOARD TIGHT TO DECK ABOVE (TENANT SIDE ONLY) BY G.C. TO MAINTAIN A I HOUR RATING PER U.L. DESIGN U465, SEE CONSTRUCTION PLAN NOTES. (N) ONE HOUR FIRE BARRIER - METAL STUDS WITH 5/8" TYPE 'X' GYP. BD. ON 80T1-1 SIDES. EXTEND GYP. BD. TIGHT TO DECK ABOVE OR TIGHT TO BOTTOM OF RATED CEILING. SEE FLOOR PLAN FOR SPECIFIC CONDITION (U.L. #U465) (N) STOREFRONT WALL (INTERIOR MALLS) - METAL STUD FRAMING, FINISH VARIES, SEE A400 - A403 (N) FULL HEIGHT INTERIOR PARTITION - 3 5/8" x 20ga. METAL STUDS @ 16" 0.C. (MAX.) WITH 5/8" TYPE 'X' GYP. BD. (1/2" GYP BD @ RECESSED STANDARDS) AT ONE OR BOTH SIDES AS INDICATED ON SECTIONS (USE 18 GAUGE STUDS WHERE NON -SALES PARTITION HAS WALL STANDARDS APPLIED) . 10 11 12 13 14 15 16 17 la EXISTING DECK ABOVE - 8" STEEL JOISTS (16 GA.) @ 16" O.C. MAX. CASH WRAP FIXTURES PROVIDED BY TENANT, INSTALLED BY TENANT G.C. - SEE SHEETS A502 AND E101 FOR ELECTRICAL INFORMATION. SALES AREA WALL MOUNTED MIRROR, 3' -0" X 71-0" - TENANT G.C. 01IALL rR VIDE IN HALL BL CKINC AND 1IANG MIRR R HITI I MINIMUM OF (C) 3" 1.100D SCREW:: OECURED INTO IN HALL BLOCKING CUSTOM FITTING ROOM LIGHTS /MIRROR. SEE SHEET A501 FOR DETAILS. FITTING ROOM AREA CLOTHES HOOK - TENANT G.C. TO PROVIDE IN -WALL BLOCKING FOR NALL MOUNTED HOOKS, SEE DETAILS 3/A501 AND 4/A501 H.C. FITTING ROOM BENCH, SEE DETAIL 2/A501 STOREFRONT SYSTEM, SUPPLIED BY TENANT, INSTALLED BY TEN. G.G. DRAWING TUBE AND PUNCH LIST TUBE, SEE DETAIL 10/A702 LOCATION OF TELEPHONE AND ELECTRIC PANELS (SURFACE MOUNTED), SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ELECTRICAL XFMR ON STOCK ROOM FLOOR. SEE ELECTRICAL DNGS. WALL HUNG SOUND EQUIPMENT. SEE SOUND PLANS ON SHEET E600. HANDICAP ACCESSIBLE PLUMBING FIXTURES, SEE DETAIL 3/A702 AND PLUMBING DRAWINGS FOR DETAILS. WALL MOUNTED HANDICAP ACCESSIBLE DRINKING FOUNTAIN WITH FRP BD AROUND, SEE DETAIL 1/A702. 24" X 241" FLOOR MOUNTED MOP SINK WITH FRP BD AROUND, SEE PLUMBING DRAWINGS FOR DETAILS. FLOOR DRAIN, SEE SHEET P100 HANDICAPPED GRAB BARS - 42" AND 36" LONG. TENANT G.C. TO PROVIDE IN -WALL BLOCKING AS REQUIRED, REFER TO DETAIL 5/A702 TENANT G.C. TO USE MOISTURE RESISTANT GYP. BD. IN TOILET ROOMS. TOILET ROOM HEAVY DUTY SHELVING ON HEAVY DUTY STANDARDS, SEE DETAILS 15 AND 16/A702. Iq 20 21 22 23 24 25 2G 27 2a 2q 30 31 32 33 34 35 36 37 2A1013C FIRE EXTINGUISHER BY TENANT G.C. - TENANT G.C. TO COORDINATE EXACT LOCATIONS AND QUANTITIES WITH FIRE MARSHALL MANAGER'S DESK WITH HEAVY DUTY STANDARDS AND SHELVES ABOVE SEE DETAIL 3/A703 MANAGER'S SAFE (PROVIDED BY TENANT) TENANT G.C. TO BOLT TO FLOOR, FACE OUTWARDS. MANAGER'S FILE CABINET BULLETIN BOARDS (4) - 36 "W. x 48"1-I., BOTTOM OF BOARD TO BE MOUNTED @ 36" A.F.F. EMPLOYEE MICROWAVE AND REFRIGERATOR HARDWARE BIN, SEE DETAIL 7/A702 AND 8/A703 BAR BIN, SEE DETAIL 6/A702 AND 7/A703 ROLLING SHELVING UNIT. TENANT G.C. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/8" IN 10' -0" AT STORAGE UNIT. LINE OF SOFFIT ABOVE LINE Or DIc.rLAY AREA rLATTORM LINE OF I-REF-ADRICATED HOOD HEADER ABOVE. SEE DETAIL 7/A,02. RECESSED WALL STANDARD - SEE DETAIL A ON THIS SHEET FOR TYPICAL WALL STANDARD SPACING DIMENSIONS (SALES AREA) ALIGN COITIT 1 11TH C RNERO E HALLO. HEAVY DUTY HANGROD ON HEAVY DUTY SURFACE MOUNTED STANDARDS. STANDARDS @ 24" O.C. U.N.O. (SEE DETAIL 13/A702) D(ICTIPIG NON CALEG MALL CYOTEM TO REMAIN CXICTING MOVABLE C.TORAGE UNIT T REMAIN TENANT G.C. SHALL INSTALL SOUND ATTENUATING BATT INSULATION IN THIS WALL (SEE SOUND ATTENUATING NOTE THIS SHEET) LOCKERS BY TENANT, BUILT AND INSTALLED BY TENANT G.C. EXISTING STRUCTURAL COLUMN TO REMAIN AS -IS. 3a O 0 EXISTING STRUCTURAL COLUMN. TENANT G.C. TO PREPARE FOR NEW FINISH AND PAINT P -6 40 41 42 43 44 45 46 LEASE LINE EXISTING DEMISING WALL REFER TO WALL LEGEND FOR FURTHER INFORMATION HEAVY DUTY SHELVING ON HEAVY DUTY SURFACE MOUNTED STANDARDS. STANDARDS @ 24" O.C. TYPICAL (SEE DETAIL 13/A702). ILLUMINATED EXIT SIGN ABOVE, SEE SHEET A300 AND E200. LOCATION OF DSL RACK STEP LADDER (2) LOCATION. SEE DETAIL 6/A700. NEW PORTION OF DEMISING WALL TO MATCH EXISTING. FINISHES ON CORRIDOR SIDE TO MATCH ADJACENT. 'NEW NETURAL PIER BY TENANT G.C. COORDINATE WITH MALL MANAGEMEN GALVANIZED WALL PANELS. SEE DETAIL 7/A700. EXISTING MECHANICAL DUCT THRU SLAB. EXISTING STRUCTURAL COLUMN WITH NEW ENCLOSURE BY TENANT G.C. SEE DETAIL 1 /A700. EXISTING 1/2" CONCRETE EXPANSION JOINT / 2 1 METAL CORNER GUARDS - SEE DETAIL 2/A700. INSTALL ON ALL OUTSID CORNERS IN HALLWAY AND STOCK ROOM (SUPPLIED AND INSTALLED BY TENANT G.C.) .»•n`\1�...F ` \i....F�v` �.F�wY`s�.Y `�w^�..v �..r•`•�`• W..v `h.+M ^ �"�`�w.F`�..r•Y bk1%-vpt RECEIVED JUL 0 8 2011 PERMIT CENTER 530 PAcsu11. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. co .c To- o_ Q G L (f) N a) 0 U O (f) O � (I) (0 AAD:FITCH dba FITCH Kevin T Evernham RA AIA 10135 North Scottsdale Rood, &Ile 198 Scottsdale Arizona 85254 PHONE (480) 998 -4200 FAX (480) 998 -7225 womaltchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A1 00 DRAWN BY: C1-1 SHEET: PROJECT No.: PSN -10 -016 EXIT HALLWAY N P -1 /FRP -1 B B -2 T P -1 F F -2 TOILET ROOM N P -1 /FRP -1 B B -4 T P -1 F F -3 REAR SALES AREA N P -1 B B -1 T P -1 F F -1 ADJACENT TENANT LEASE LINE FRONT SALES AREA N P -1 B 3-1 T P -1 F F -1 11 W II II II II STOCK ROOM MEN'S TOI LET ROOM WOMEN'S TOILET ROOM BELOW 12' -0" LOCKERS 5 A701 P -6 ALL SIDE ALL SIDES HALLWAY EMU 2 L BELOW 12' -0" REAR SALES AREA CASH/ WRAP FRONT SALES AREA MATCH LINE" VESTIBULE TO MATCH MALL FINISHES MALL SERVICE CORRIDOR FITT. ROOM & ALCOVE N P -5 B B -1 T P -1 F F -1 LINE OF SLOPED FLOORING IF NECESSARY. SEE BOX NOTE BELOW. STOREFRONT ENTRY N N/A B N/A T N/A F F -4 t STOREFRONT DISPLAY W P -1 B B -1 -r N/A F F -1 WIRE MESH ENTRY DOORS (SEE A002) MALL MATCH MALL INFILL TO BACK SIDE OF DOOR FRAME BELOW 12' -0" STOREFRONT DISPLAY W P -1 B B -1 T PREFIN. F F -1 4 nv•?'• Jti;::::: ::::: ::::::.v::::::::....,,..,. t..,....; ...........:G•?? Y!ipi•:L!v;i• v:v:ti ?•: {:; }: k. v.v..v.v.k 4v..v.n. .n.v...\ .v...t... k t...tn.. .... tt tv \O Vn.�n�.�v: vv.: v.v.: v' isi?:. iv: 3: ? ? } ?it,.�i:JYi ;.:i.:v�..vv.Cx:: n. vn•v: m:::.v: n'. .v...v x. ......... ....v...v. . ..t .....v..v.t, vn.v. \.v...n . t .................. ...............n..n............ ...... ........ . ....... t........................................ v.... t. n... n......... .v..t....v.t.t.v.......v.....v. n..n.::.l::n,.mn.: n,:. REAR SALES AREA W P -1 5 B -1 T P -1 F F -1 .,.. •- '�.,,.. .,.. r.>,.. � \.,,.�'\.,.. .,.. .,.. .,,. •' °�\.,.. ••''\.,,..�' \a,., •'' \a,..�''\.,.....o \�.,. •�''\.,,, r,.. .,.. •' \.,,..•, \.,.. •'' �.,,. ..,a\.,.....,'\.,....., \..,w�`\ ,,..... �,.,,. ....o�.,,...a \w„...- \.,.....,�, ......tea,,....' "�.,...�\.,.,... \.,,.... o�,,,. ..�' \.,,..•- '\.,..�- ° \.,......� \.,....ate.,..... \ ,.....-\.,,..•,'\.,...''\ a,,...•=\,.,..... �\.,..... a\.,..•.. o�.,,..., a\., ,....a \.,.,..• ° \.,.....,\.,.... .. FLOOR AND WALL FINISH PLAN ADJACENT TENANT LEASE LINE FRONT SALES AREA W P -1 B B -1 T P -1 F F -1 TENANT G.C. TO SET ALL FLOOR FIXTURES IN PLACE PER PACSUN FIXTURE PLAN. TENANT G.C. TO SUPPLY AND INSTALL CORNER GUARDS ON ALL OUTSIDE CORNERS ON THE STOCK ROOM AND !— IALLWAY TENANT G.C. SHALL REPAIR CONCRETE SLAB EXPANSION JOINT TO LIKE NEW CONDITION PRIOR TO STORE OPENING. JOINT DEPPRESS ION (BELOW FINAL FLOOR FINISH) SHALL BE NO GREATER THAN 1/4" VERTICAL. STOCK ROOM W P -1 B B -2 T P -1 F F -2 ADJACENT TENANT MATCH LINE SCALE: 1/4" = 1' -0" 8 70 MALL STORAGE REF STOCK ROOM yyy/y /7/1/ 1 MALL SERVICE CORRIDOR LOCKERS I 1 MEN'S TOILET ROOM ... �::4h'„i�: \�.... v:�v4i:�..,h„ ,': \S ? \ii :i vi:Q.?:` is \v.•1 FLOOR AND WALL FINISH PLAN (CONT.) HALLWAY RECEIVED JUL 08 2011 PERMIT CENTER b\--\kcik SCALE: 1/4" = 1' -0" REV/EWED FOR CODE COMPLIANCE APPROVED , AUG 16 2011 City of Tukwila BUILDING DIVISION TENANT FLOORING AT STOREFRONT TENANT G.C. TO PROVIDE AND INSTALL LEVELING CONCRETE TOPPING AS NEEDED TO INSIDE OF CLOSURE TO MAINTAIN FLUSH SURFACE TRANSISTIONS WITH NO GREATER THAN 1:20 SLOPE TENANT G.C. TO CHECK WITH CM PRIOR TO START OF CONSTRUCTION, SPECIFY MATERIAL, AND SAN CUT BOTTOM EDGE OF SLOPE FOR STABLE TRANSITION LINE. MALL FLOORING AT STOREFRONT TENANT G.C. TO MATCH MALL FLOOR FINISH FROM LEASE LINE TO STOREFRONT BASE, MAINTAINING FLUSH SURFACE TRANSITIONS. PAINT FINISH NOTE NOTE: SALES AREA AND FITTING ROOM WALLS ARE TO HAVE A LEVEL 5 FINISH FINISH LEGEND ROOM NAME N WALLS B BASE T TRIMS F FLOOR WALL FINISH WALL BASE TYPE TRIMS AND CASINGS FINISH FLOOR FINISH REFER TO SHEET A002 FOR FINISH SCHEDULE 530 PACSUI1 • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. .Q (� O G � S � co a) a, CD s U O (/) = O 0 LO U) CO z J AAD:FITCH dba 1 Kevin T Evemham RA AIA 16485 North SeotbdUi Road, Me 195 8cottadds Arizona 85254 'CH PHONE (4801 998 -4200 FAX (480) 998 -7223 swatItchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A2 0 0 DRAWN BY: SHEET: PROJECT No.: PSN -10 -016 ADJACENT TENANT ISARi IN HA1R/sIAR N STOCK ROOM LOCKERS II I MEN'S TOILET ROOM • •.,••::,,,,•...::*:":0".:.kkkkxf,,,,k 11 L_ WOMEN'S TOILET ROOM ID= HALLWAY MI F.R.2 F.R.1 I Lonannat MALL SERVICE CORRIDOR 44" FITTING ROOM ALCOVE M5 1 I II L r r -NT RI REAR SALES AREA --- „--. VAN5'ffsENG1-1 NOTE: AREA DENOTES 44" ACCESSIBLE ROUTE 44" CASH/ WRAP 6N2 NI ABI GNI GN2 1 F z NTI6 NOTE: AREA DENOTES 44" ACCESSIBLE ROUTE 756 z FRONT SALES AREA 1 T156 F 44" z N la 1156 NI la TB6 NT1g9 MEANS OF EGRESS PLAN ADJACENT TENANT TENANT G.C. TO INSTALL THE REQUIRED EMERGENCY LIGHTING INTENSITY PER IBC 1006.4 ALONG THE MAIN EGRESS AISLE (ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED TO ACHIEVE THIS LIGHTING INTENSITY). 2009 IBC MEANS OF EGRESS ILLUMINATI 1006.1 Illumination required. The means of egress, including the exit disorarge, shall be illuminated at all times the building sparse served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ration of 40 to 1 shall not be exceeded. MALL STORAGE ADJACENT TENANT MATCI-1 LINE SCALE: 1/4" = 1'-0" 0 FEFP I I I I micscl. STOCK ROOM MALL SERVICE CORRIDOR MEANS OF EGRESS PLAN (CONT.) I MALL MEN'S TOILET ROOM HALLWAY SCALE: 1/4" = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 6 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTEF 530 pocsun• COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. z (f) uJ LL 0 (1) w AAD:FITCH dba FITCH Kevin T Evemhem RA AIA 15435 North Scotbdolo Rood, Sults 195 8coltodole Arizona 85254 PHONE 1480) 998-4200 FAX 1480) 998-7223 vrtvatttehoom KEVIN T. EVERNHAM STATE OF WASHINGTON DOTE: SHEET: 6/24/20H SCALE: AS NOTED A2 0 1 DRAWN SY: LH PROJECT No.: PSN-10-016 , \ ., \ v.� ., \ „ \ \ \ \ , \ ." \ ,.' V, ," \ , \ v, ,0. \ ,vh \ \ \ \ \ V. ,� \ \ \ \ \ \ \ \ \ "' P` "� \ �„ \ \ ,o \,en�� \�``� \\e" \ �`` \ \mac ``. ` tee+ \`".\ \``". \`, ` \ °` \ \ °`,. \\��w\� ,,.v. \`� .00r\ �o�n \�,... ��.nv\ �, ` ,o. \h. �o\v� `+\ \``,.,. \` ",\�* `,,, \` „o.� \� ,. ��o \`,o• \\`l...r ``,,,\�4a\ \` wa\��.. \\�,,��\ „o. \�rov\`,o. \\ 4�.\� \`.o � F \\\. „o\ \��,o• � „o•\� EQ. L. EQ. EQ. EQ. 4' -4” MAIN @ 12' -7 1/4" EXISTING 4" SPRINKLER PLATFORM CEILING JOIST DIRECTION. 74' -" I' 5' -5i" 11-5i" 2" EXISTING 4" SPRINKLER MAIN @ 12' -7 1/4" ADJACENT TENANT] 12' -0" -- I 3 • 3I =1i 1" 'r _ F H I „ 3 \�. .� -" � - .�... •1111,. .. 1111,. �...,,,. ,. >. \ \ \\ \\ \ ♦ \ \ ♦♦ \ � \tea \• ` \ . , •\ ��• �•:,. ,1,11,1.• ., \ I I I I I I I I I I I I I I I I I I I z I I F •:Of _ ��� • V \ \ \Vw \�\\ \ \ \\ \\\\Q.M%: \•.::<m \\\ V '®MIL Q \ \ \ \Q�`141,, STOCK ROOM SALES AREA 3 .G •G •Grate °tea SUSPENDED TRACK - - - - -- , -� -- - - - -\ � `:FIXTURES (TYPICAL — - IIN SALES AREA).? :SEE DETAIL 10/A701 110 • I; EQ \ USPENDED TRACK \\ X7URES ( T'PICAL �` \ #ff Ek QEETAt Rt0/A701 — 'CABLE CEILING A' BOTTOM AT r I2' -6" I I I I I I I I I I \ \ \ \ \ \\ \\ \ \\\ �\ SUSPENDED BANNER TRACK @ 12 -0 A.F.F 4 , VROVIDED BY TENANT, INSTALLED BY " \ / t FLNANT G.G. (SEE DETAIL 3D /A301) / UNISTRUT P2485 PER DETAIL 2D/A301 AT EACH CORNER ¶ ' EXISTING 4" SPRINKLER MAIN @ 12' -7 1/4" �r •,���I�,/I�� .G 6 S FI IN S MATCH LINE CASH WRAP 9' -11 1/4" A.F.F (SEE SHEET A301) 'GABLE CEILING B' BOTTOM AT w 11' -1 1/4" A.F.F (SEE SHEET A301) N s 1 / \A \4 I `\ 1SALES AREA I HANGERS AT LOCA1 NS OF DARK POINTS, w — — — TYPICAL (SEE A301`N's` °' es y/ $ � a1 E / / l� 111111 11111101 A701 ' ".., "\.n A 1 % 1 G a •G oG 3/8" ALL - THREAD UNISTRUT P2485 PER ( DETAIL 2D /A301 AT EACH CORNER MALL SERVICE CORRIDOR TRACK FIXTURES ATTACHED TO STOREFRONT SYSTEM. PLACEMENT AS SHOWN. CEILING MOUNTED TRACK FIXTURES. PLACEMENT AS SHOWN. SEE DETAIL D /A403. IMAGE TRACKS. PLACEMENT AS SHOWN. SEE A400 SERIES THIS SET. 14' -0" O N I I CEILING MOUNTED TRACK FIXTURES. PLACEMENT AS SHOWN. SEE DETAIL D /A403. CL -4 (3) PER SIDE AT CABLE CEILING A, A CA C I F. TTINQ ROOM ALOOVE SUSPENDED BANNER TRACK @ 12' -0" A.F.F. PROVIDED BY TENANT, INSTALLED BY TENANT G.C. (SEE DETAIL 3D/A301) P -1 14' -4" TRACK FIXTURES ATTACHED TO STOREFRONT SYSTEM. PLACEMENT AS SHOWN. 0 N IMAGE TRACKS. PLACEMENT AS SHOWN. SEE A400 SERIES THIS SET. 2' -0 "1, EQ. ,I, EQ. 121-0" REFLECTED CEILING/ LIGHTING PLAN ALL VERTICAL UTILITIES SUCH AS PIPING, DUCTWORK, CONDUIT, ETC. ABOVE STORAGE PLATFORM SHALL BE INSTALLED CLOSE TO WALLS TO ALLOW MAXIMUM USE OF DECK. ALL ELECTRICAL CONDUITS TO BE MOUNTED AS HIGH AS POSSIBLE OR HIDDEN, CONTACT PACSUN CM IF QUESTIONABLE. I EQ. �, EQ. EXISTING 6" SPRINKLER MAIN @ 13' -2 1/2" ADJACENT TENANT EXISTING 2” WATER LINE WEIGHT VARIES LOW @ 12' -5 3/4" UP TO 14' -8 5/5" \ \\\ \ \ ■ NM 4. NII -,, 2' 2" 41-4" 74' -6 " 5' -51n 2 1' -5 " SCALE: 1/411= 1' -0" * N \\� \�, �. \. \.. �O o\ N,..\v�e\ \`,\ \\. ,\ `,. \`,.V . �... \` `.r ` �� �• ,` \e `,r \�.\ \ ,k,,r y ``u \\� ,`, \.,,w \\.,,\ \" \.,. \\`, ,``,,,1`e`��,o,\N a. O`,,\� \ -N` ��D ,..�•N..W-\,, �,�- ( ADJACENT TENANT EXISTING 4" SPRINKLER a : I I , 1 111 1 I i l :, ' it 1 F1 °F C.i I 3 a FF1 II I1 II 3 W : 1 k N— - r - " ;3 i ;� % \ •U I ' z74" , U I U U �w a" it S i` OPEN ra a I I Ja 1 1 / ..A! aEQ. S' -0" 8' -0" EQ. . ,, ..,.. -,Mr `,,,.".�,,.. ..„ ` %u. - , ,„.. ,," „. \S \,N\\ ,n ` U,a.: \V ham • \,,P ...., ",a ..-",. nN „, � ., , „,„,\bw ,s >"„"...,.".,, , ., .,, .,.` �"" MATCH LINE MAIN 12' -7 1/4" 3 %.........�i ii .. l U I II I U 13 I1 1 1 MALL STORAGE 'U L4' SUSPENDED FLUORESCENT LIGHT FIXTURE @ 12' -0" A.F.F. (TYPICAL IN NON -SALES AREA) Ui U Us1 STOCK ROOM 'uI 1 U jr i• 1i i i1 ti 1I 1g =i €: , . 'i iU.s: 3 •l.,• ez•,t I H l 1: F;� €.1. :1 • .. .I 11_ i 3• L L J 1 L ._.L CL -2 P -1 MALL SERVICE CORRIDOR MEN'S TOILET ROOM HALLWAY S S REVB WED FO I't: E CODE CO �,u7�P' ; AN ? APP ZWED AUG 1 e 2011 City cf Tukwila BUILDING DIVISION REFLECTED CEILING/ LIGHTING PLAN (CONT.) SCALE: 1/4" = 1' -011 U0 ( REFE•nEIA G1Ty Q AUG U 1 cU11 PERMITGeffER CORRECTION LTR# CEILING TAG CEILING TYPE CEILING FINISH CEILING HEIGHT— CL -? P -? X' -X" GENERAL NOTES CEILING PLAN SYMBOL LEGEND CEILING TYPES 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 CHORD, FANG ONLY FROM PANEL POINTS AND BRACE TO TOP CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC. TENANT G.G. SHALL SLEEVE, FIRESTOP, FLASH, CAULK, ETC. ALL PENETRATIONS THRU SLABS) AND / OR ROOF DECK SO THAT LIQUIDS AND /OR ODORS SHALL NOT PENETRATE. G.G. TO MAINTAIN ANY EXISTING FIRE ASSEMBLY RATINGS. FIRE PROTECTION SPRINKLER SYSTEM AND FIRE ALARMS SHALL BE SUBMITTED AND REVIEWED UNDER SEPARATE PERMIT (NOT INCLUDED IN THIS SET). SYMBOL DESCRIPTION TOILET EXHAUST FAN. SEE SHEET M100 SUPPLY AIR DIFFUSERS (TYP) (BOTTOM @ 12' -0" A.F.F. IF OPEN CEILING) RETURN AIR DIFFUSER (TYP) (BOTTOM @ 12' -0" A.F.F. IF OPEN CEILING) LARGE ROUND SUPPLY AIR DIFFUSER (BOTTOM @ 12' -6" A.F.F. IF OPEN CEILING) SMALL ROUND SUPPLY AIR DIFFUSER 0 LINEAR DIFFUSER SPEAKER KEY C C1 D G1 SYMBOL o o G2 11 X X1 X2 Y DESCRIPTION TRACK MOUNTED LIGHT LED TRACK MOUNTED LIGHT RECESSED DOWN LIGHT FITTING ROOM MIRROR LIGHT FITTING ROOM MIRROR LIGHT 48” FLOURESCENT FIXTURE; CHAIN HUNG IN OPEN CEILING AREA / SURFACE MOUNTED AT ALL OTHER CEILINGS WALL MOUNTED ILLUMINATED EXIT SIGN ILLUMINATED 1 FACED UNIVERSAL MOUNT EXIT SIGN ILLUMINATED 2 FACED UNIVERSAL MOUNT EXIT SIGN SURFACE MOUNTED DUAL HEAD EMERGENCY LIGHT UNIT WITH COMPACT BATTERY PACK. TENANT G.G. TO PAINT TO MATCH WALL (TYP). CL -1 SALES AREA - OPEN: EXPOSED, PAINTED DECK AND STRUCTURE. DETAIL FOR EXPOSURE: ALL CONDUITS SHALL BE GANGED, PARALLEL PERPENDICULAR TO LEASE LINES, ALL PIPES, DUCTS AND FIXTURES SHALL BE SUPPORTED BY HANGRODS, NOT WIRE. REMOVE ANY UNUSED ITEMS. PAINT ALL ITEMS ABOVE 12' -0" P -4. CL -2 STOCK ROOM - OPEN: EXPOSED, PAINTED DECK AND STRUCTURE. DETAIL FOR EXPOSURE: ALL CONDUITS SHALL BE GANGED, PARALLEL PERPENDICULAR TO LEASE LINES, ALL PIPES, DUCTS AND FIXTURES SHALL BE SUPPORTED BY HANGRODS, NOT WIRE. REMOVE ANY UNUSED ITEMS. PAINT ALL ITEMS ABOVE 12' -0" P -1. TOILET ROOM / I- IALLWAY: GYP. BD. CL -3 5/8" TYPE 'X' GYP. 130. OVER METAL STUD FRAMING PER PLANS. TAPE JOINTS, SAND SMOOTH, PREPARE SURFACE FOR PAINT FINISH. STOREFRONT SOFFIT: - GYP. BD.: CL -4 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" X 20 ga. METAL STUDS AT 16" O.G. WITH TAPED JOINTS, SANDED SMOOTH. PREPARE FOR PAINT FINISH AND PAINT WITH LEVEL 5 FINISH. STOREFRONT ENTRY SOFFIT: - BREAK METAL: CL -5 .063 MIL ALUMINUM MF -2 BREAK METAL OVER 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" X 20ga. METAL STUDS AT 16" O.G.. FITTING ROOMS - GYP. BD. : CL -6 5/8" TYPE 'X' GYP. BD. CEILING OVER METAL STUD FRAMING PER PLANS. TAPE JOINTS, SAND SMOOTH, PREPARE FOR PAINT FINISH AND PAINT WITH LEVEL 5 FINISH. VESTIBULE - GYP. BD. (1 I-IOUR RATED): CL -7 (2) LAYERS 5/8" TYPE 'X' GYP. BD. CEILING ON METAL STUD FRAMING PER PLANS. TAPE JOINTS, SAND SMOOTH, PREPARE SURFACE FOR PAINT FINISH AND PAINT WITH LEVEL 5. CL -8 ISTING SUSPENDED GYP. BD. CEILING: TENANT G.C. IS TO PATC THE FACE OF THE DaSTING CEILIN THERE 15 EXTENSIVE DAMAGE TO AT IT IS MORE FEASIBLE TO COVER IT 1/2" GYP BD., IT SHALL BE PROVIDED AND INSTALLED B SALES RE [LING: EET 530 pAc$un. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. as � � C Q 2 o " (/) marn U O ..c (I) v5 O � (i) z J Z H C� J Z W 0 0 W U w J LL W REVISION NUMBER AND DATE PER LANDLORD / 0 \07/01/2011 PER PACSUN /2\ 07/01 /2011 PER BUILDILNG DEPARTMENT /3\07/01/2011 PER BUILDING DEPARTMENT A07/26/2011 \ 07/26/2011 AAD:FITCH dba FITCH k.* T RA AIA INN OM -_1 IL Yt Ali illsollello ads as 114 N101• MU 111111141100 l waullium KEVIN T. EVERNHAM STATE OF WASHINGTON PftH(,I 5/24/2011 SHEET, SCAM AS NOTED DRANK W A A300 Cl-1 PROJECT No.. PSN -10 -016 530 pAc$un. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Q. c 0_ cm o pc-S � U cu C U O (f) O O LO U) CO CABLE CE a m c cc PER LANDLORD 0 c1 0 0 PER PACSUN /2 \07/01/2011 PER BUILDILNG DEPARTMENT A\ 07/01/2011 PER BUILDING DEPARTMENT /4 \07/26/201 AAD:FITCH dba FITCH kola T lwnhow RA MA INN 0wii b MI, Si IS Sesnallo Ai~ 00014 MOM ISO OSS 4100 PAX INS INNI-MIS 47/0.7/11 KEVIN T. EVERNHAM STATE OF WASHINGTON 5/24/2011 SCALE: AS NOTED DRAWN BY= Cl.-! PROJECT No.. • A301 PSN -10 -016 1C 2C 4' -6 3/4" A30 4' -6" 4' -6 3/4" •30 4' -6" 4' -6" 4' -6" 20 41_3" 1" 1n 41_4"" 1n I" 4' -3„ 2' / / 211 4' -3" 1" 1n 4' -4" 1" 1" 4' -3" 2n - J m 3/4" m �3/4" - o cn 1B 2" EQUAL 2L • ao 7'1- 1 I EQUAL N 1 "(w'de) x ?" T.S. MEMBERS (high) FRAME _ _ x 1/4'� (AT _ 2" EQUAL ;" EQUAL. — 6- __ • 2' -4" L. 8" 2 "(.aide) x 1/4" FRAME NO x (thick) (UNLESS -ED OTHERWISE) 3" (high) T.S. I" (w de " x 1/4" (AT ONLY) ____\. - 6 __ I ROPE AIRCRAFT CABLE (STAINLESS STEEL) @ q" O.G. (TYPICAL) /� L 2B (thick) JOINING ' 3B tai JOI x (high) ) ( g) FRAME NG ME. BERS • 30 ONLY % - • 1 1/2" TUBE (RUN CABLE HOLES SQUARE BRIDGING AIRCRAFT THROUGH IN -UBE) I I 111 I I EQUAL_ 11 TU (R CA 1-10 2" SQU RE E BRIDGING N AIRCRAFT LE T - OUGH I EQUAL 1 1 /2" SQUARE TUBE BRIDGING (RUN AIRCRAFT CABLE THROUGH 1 -I0LES IN TJBE) • .30 1"( 1" 3" (high) ( EQUAL i , �y t _ \ I N - i m of m EQUAL = J 30 AIRCRAFT CABLE @ 1 ES IN UBE) \ V�" EQUAL I EQUAL 1 SQUARE BRIDGING AIRCRAFT THROUGH IN TJBE) SQUA BRID AIRC TI-IR IN T E INC AFT UGH Q a w _ 35 \ 1/2" 2 1/2 FRAME - Q p -- -t Q p �' EQUAL I rn ■ i To q" O.C. WITH COMPRESSED STOP SLEEVE (TYPICAL) „ * = 2'_4" - ' — TN - I • 30 SIM. • 1 1/2" SQUARE \ 1119....1Z V wide) wide x 9) x I/4" (thick) T.S. FRAME (AT JOINING MEMBERS ONLY) 2 "(wide) x 3" (high) x 1/4" (thick) T.S. FRAME (UNLESS NOTED OTHERWISE) TUBE (RUN CABLE HOLES BRIDGING AIRCRAFT THROUGH IN TJBE) 1 1/2" TUBE (RUN CABLE HOLES 1 1/2" TUBE (RUN CABLE HOLES - A30 °IM. 2 ' ( ride x ) T.S. NOTED 4 _ (high) (UNLESS OTHERWISE) 3A AIM. BE) = 3/4 PLYWOOD SIDE SECURED TO FRAME 1 "(wide) A3O' EQUAL 11 • • • ; \..7 ■ IN l EQUAL EQUAL I A. 3A qn / qn / qn el" qn" qn qn qn qn q" qn qn qn qn EQUAL N x 3" (high) T.5. FRAME (AT JOINING MEMBERS ONLY) 2 "(wide) 3" q" (4 V2° 41/2 1/2" 4 1/2" �/ ' 2' -4" OPEN MARKETING CABLES (PLAN) 4 1/2 1/2" NOTE: 4 1/2" 4 1/2 SHALL BORE AND TAP 16" O.C. AS INDICATED ON SHALL USE 3/8 "4 HANGER @ 48" O.G. OF �RAMEE THAN 18" FROM -2" EQUAL x (high) T.S. FRAME (UNLESS NOTED OTHERWISE) \ FABRICATOR HOLES @ PLAN. INSTALLER ALL - THREAD CORNER TO I'1 30 2A A30 m q" q" q" qn qn qn qn q° 1/4" 6xlq WIRE ROPE AIRCRAFT CABLE (STAINLESS STEEL) „ @ q O.G. (TYPICAL) 0. w>- l ■ cn q" I q" qn qn _i qn qn ALL-THREAD SEE 3/A301 FOR HANGER CONNECTION TO BUILDING STRUCTURE DETAILS (TYPICAL) / , / / ,� / \q'i n n 3/4" 4 1/2" 4 1/2'J �4 1/2" 4 1/2) `-4 1/2 2 "(wide) x 3" (high) x 1/4" (thick) T.S. FRAME (UNLESS NOTED OTHERWISE) " x 3 (high) x T.S. FRAME (AT MEMBERS ONLY) " " 4 1/2 3/4" NOTE: _ � _ � - � = FABRICATOR SHALL BORE AND TAP HOLES @ 16" O.G. AS INDICATED ON PLAN. INSTALLER SHALL USE 3/8"m � = � 11' -1 1/4" A.F.F. A WOOD EDGED MARKETING CABLES (PLAN) % If ill 1 "(wide) x 3" (high) x 1/4" FRAME (AT JOINING MEMBERS (SECTION) ) 1 � f-1" \ i "(wlde) 1/4 " ALL - THREAD HANGER @ 48" O.C. MAXIMUM, NO MORE THAN 18" FROM CORNER OF FRAME „ „ 2 (wide) 3 (high) (thick) JOINING x x 1/4 (thick) T.S. FRAME (UNLESS NOTED OTHERWISE) 2B OPEN MARKETING CABLES (thick) T.S. 2 "(w de) x 3" (high) x 1/4" (thick) T.S. ONLY) FRAME (UNLESS NOTED OTHERWISE) Q .� .u.. � `. r.\ �`o•`h � u `J.r rp `ate � \ +\ .. .. +�` �S ."`w .� �" \ \.c v. \° \` � �c� \ M� y �` a * k z -1 1/4" A.F.F. _- _ = - I = - ..��\� 3/814 THREADED ROD WITH UNISTRUT P2485 ROD STIFFENER 4 CRADLE CLIPS AT 10" O.C. LOCATE AT E ORI OF EACH CLOUD o cv ■ \ o \ -,t— " \ 0- w» _ 1 • L —�c _ I � • ► - r i n _ c 11 1/4 A.F.F. FABRICATOR HER LL BORE AND TAP HOLES @ 16" O.G. TO RECEIVE 3/8" THREADED ROD \ I 1/2" SQUARE "(wide) - THREAD HANGER CONNECTION TO DETAILS 1/4" A.F.F. 0 2 "(wide) x 3" (high) x 1/4" AIRCRAFT q" O.C. CABLE @ —2 "(wide) x 3" (high) x 1/4" I x 3" (high) 3/4" PLYWOOD x 1/4" (thick) T.5. SIDE SECURED TO MALE - FEMALE THREADED HEX TO MATCH DRILLED HOLE AND THREAD ROD (thick) T.S. FRAME (UNLESS FRAME (AT JOINING FRAME NOTED OTHERWISE) MEMBERS ONLY) 1 B WOOD EDGED MARKETING CABLES (SECTION) (thick) T.S. FRAME (UNLESS NOTED OTHERWISE) SEE 3/A301 BUILDING (TYPICAL) 2" X 4" X 10 GA. BENT PLATE @ WIRE BRACES, TYP. 3 SIDES FABRICATOR SHALL BORE AND TAP 1/2 "P HOLE TUBE BRIDGING (RUN AIRCRAFT CABLE THROUGH HOLES IN TUBE ) AIRCRAFT CABLE " _ TO RECEIVE GABLE STUD CONNECTOR , .111",_.../V 1" /4 0 POSITIVE GRIP WIRE ROPE END FITTING (MCMASTER -CARR #3475T65 ALL FOR STRUCTURE 1 1/2" SQUARE TUBE BRIDGING (RUN AIRCRAFT CABLE THROUGH HOLES IN TUBE) @ 0.C. - q � a % %s / / /J / /J / // ■ 11' "� WELD BRIDGING TO TUBE 2 "(wide) x 3" (high) x 1/4" STEEL FRAME (TYPICAL $ k\ r k Sr 111111111 L111161i 111411 '11111711�141L/l!Il/11I1/1 21 11(1 0 I q' -11 , , // , d ■ w "(wide) @ $ �` AT (thick) T.S. FRAME (UNLESS ALL BRIDGING CONNECTIONS) NOTED OTHERWISE) OPEN MARKETING CABLES (SECTION) 2 x 3" (high) x 1/4" AIRCRAFT CABLE (thick) T.S. FRAME (UNLESS 3/4" PLYWOOD SIDE SECURED TO FRAME LOCK NUT 1/4" 6XIq WIRE ROPE AIRCRAFT CABLE STEEL) @ q" 0.c. NOTED OTHERWISE) WOOD EDGED MARKETING WELD BRIDGING TO TUBE CABLES (SECTION) STEEL FRAME (TYPICAL AT (STAINLESS q" O.C. (TYPICAL) 2 "(wide) 3" x (high) x 1/4" (thick) T.5. FRAME 2D ALL — THREAD AND CABLE CONNECTION DETAIL ALL BRIDGING CONNECTIONS) "CABLE CEILING A" (WOOD SIDES) SCALE 1 "CABLE CEILING B" (NO SIDES) SCALE 2 .n.."= 3/4 " =1 " -0" EXISTING BUILDING STRUCTURE CONDITION NOTE: TO REPRESENT A VARIETY OF CONDITIONS. THE HANGER CONDITION IS NOT INTENDED TO MATCH UP OF THIS BUILDING MAY REPRESENT ONE OR MORE OF THESE CONDITIONS. REFER TO THE DETAIL FROM REFER TO THE METHOD OF CONNECTING THE HANGER UNISTRUT SEPARATELY PER THE ACTUAL FIELD .. -v -N .N Ns'- a N,- "V'''.'v""'N., -., e.,%, , .\ks- ,, N. "'Ne'"Ne `�4...'No s''N.M` ". . -'Ne'" ,-, .,.ter., PERPENDICULAR TO JOIST OR BEAM 3/4" PLYWOOD SIDE SECURED TO FRAME NOTE: ON HEX A �. ...•' ° .. ... h" „,rs a r„" u"' v.: .ice," �j\3/4"=1"-0" N� a,`. EXISTING BUILDING STRUCTURE CONDITIONS SHOWN IN THESE DETAILS ARE INTENDED WITH THE EXISTING STRUCTURAL CONDITION. THE EXISTING STRUCTURAL FRAMING THE UNISTRUT DOWN FOR FRAMING THE HANGING SYSTEM OF THE CABLE CEILINGS. `��t''NCC I) ,TIOk .: RFAW14;k..Ak -P ; ;, , 'Nes\V... p"-N —.- ,",.a..,' -''vs ,v'. - Nr.. PARALLEL TO BAR JOIST OR BEAM b I I I (0 ( ' o"'�,.®,, FABRICATOR SHALL BORE AND TAP HOLES @ 16" O.C. AS INDICATED PLAN. INSTALLER SHALL USE 3/84) / ALL - THREAD HANGER @ 48" O.C. MAXIMUM, NO MORE THAN 18" FROM CORNER OF FRAME NOTE: .171 A r/ / . FABRICATOR SHALL BORE AND TAP HOLES @ 16" O.C. AS INDICATED ON PLAN. INSTALLER SHALL USE 3/84 A r ir.,, ,or ,r I ��/ TYPICAL SCREW SPACING ` (15" O.C.) FOR PLYWOOD 411V - 1 �— �® �— A . ALL- THREAD HANGER @ 48 O.G. ti III 741 [1 �; MAXIMUM, NO MORE THAN 18" FROM CORNER OF FRAME THREADED THREADED ROD (TYP U :N:O.) AT 48" O.C. q GA. WIRE BRACES. (3) J i L a ,r ALL SIDES) - USE #12x1 1/4" SELF - TAPPING WASHER HEAD TYPE RE° 9E s�D FOR CODE COd� Pig aNCE E Aug 1 pail City Tukwila = LJILDING DIVISIO ' _I PER SIDE AT CLOUD A * (2) PER SIDE AT CLOUD B. COORDINATE WITH PLAN L 61-0" O.C. MAX s 18-8 STAINLESS STEEL iSIDE � 4 / k VERIFY IN FIELD CONNECT 1 5/8 „ P1000 k • HANGING BA ER TRACK ON 1 1/4" P1000 UNISTRUT AND 1/4" CONNECT 1 5/8 �� PI000 UNISTRUT TO TOP CHORD OF BAR JOIST USING P2785 BEAM CLAMPS • • 1/4” 6xlq WIRE ROPE • AIRCRAFT CABLE (STAINLESS STEEL) @ q" O.G. MAX. UNISTRUT TO TOP CHORD OF B AR JOIST USING P2785 BEAM CLAMPS EACH END AT HIGH FLUTES OF DECK ..N%:%4 Ac** WIRE SHALL HAVE (3) THREADED ROD EACH END (TYPICAL) 2D 1/4 6xlq WIRE ROPE _ 45• I TURNS MIN. WITHIN 1" @ HANGERS @ 48" O.C. POINT OF CONNECTION (� � • 30 TYP. �r .� 4‘‘,i.1 iII iiimii�1 3/4" PLYWOOD ��� SECURED TO FRAME (OMIT AT CABLE CEILING B ") hI , . AIRCRAFT CABLE (STAINLESS STEEL) ta _ 2 "x3 "x1/8" T.S. l 15 5 1/4" @ q" O.C. (TYPICAL) ' WELD 1/8" STEEL PLATE TO EXPOSED REEEN CITY OFTU AUG 1 2011 / • 3A FRAME (TYP. , FABRICATOR SHALL CUT (2) #20 or U.N.O.) BISCUIT SLOTS AT EACH PLYWOOD fir! JOINT, VENDOR SHALL SUPPLY - .ill 3B 3D #20 BISCUITS. INSTALLER SHALL 'L/ a GLUE BISCUITS AND JOINTS AT �• TIME OF INSTALLATION. � 1/2" \ .� \r,,,s� \!R�' \.,,+ '��ee`\ \ � � � • � �.. '� \� • ., TUBE ENDS PERMIT CENTER .. ..:. .• �a . �•-� ..c . ... ....\ � . ,,i,.\ .s�hw . .,�*\ a�ti,�^ , c* .. ..: ..r .� e• ,off � sir a\ . •' a\ , .,�.` ,w w � a•.,.m�,,,. � ..\ .,`T� vn•`�hr*•.•� ��.*� � .,.r .... �.... CABLE CEILING HANGER DETAILS .,,.*� ,.*• •,.. � . ``' 3 "CABLE CEILING A" ISOMETRIC 4 "CABLE CEILING B" ISOMETRIC SCALE 5 , 1/2"=1"-0" I 3/4" `0" 3/4":1" 530 pAc$un. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Q. c 0_ cm o pc-S � U cu C U O (f) O O LO U) CO CABLE CE a m c cc PER LANDLORD 0 c1 0 0 PER PACSUN /2 \07/01/2011 PER BUILDILNG DEPARTMENT A\ 07/01/2011 PER BUILDING DEPARTMENT /4 \07/26/201 AAD:FITCH dba FITCH kola T lwnhow RA MA INN 0wii b MI, Si IS Sesnallo Ai~ 00014 MOM ISO OSS 4100 PAX INS INNI-MIS 47/0.7/11 KEVIN T. EVERNHAM STATE OF WASHINGTON 5/24/2011 SCALE: AS NOTED DRAWN BY= Cl.-! PROJECT No.. • A301 PSN -10 -016 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. AAD:FITCH dba FITCH Kevin T Evemham RA AIA 70435 North Scottsdale Road, Who 195 Scottsdale Arizona 55254 PHONE (480) 008 -4200 FAX (4801008 -7229 ww fltchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: 1 1/2" = 11 -0" DRAWN BY: A4 0 CH SWEET: PROJECT No.: PSN -10 -016 - TENANT G.G. SHALL PROVIDE AND INSTALL (1) LAYER 5/8" TYPE 'X' GYP. BD. ON BACK SIDE OF MALL BULKHEAD (IF NOT EXISTING) TO CREATE FIRE SEPERATION - SIGN VENDOR SHALL SUBMIT SHOP DRAWINGS TO LANDLORD AND BUILDING DEPARTMENT UNDER SEPARATE REVIEW (NOT INCLUDED IN TI-HS SET) - TENANT G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE e a\ a \ \ a \ a \�r.a \\`., •a�'.- a \ .a\�,.. a\�rN `a\ a \\,.a \`,r a \ a\\`,,... a \`,,,ra.\,�,,,...a\`,,,...a�,r as - TENANT G.C. SHALL PROVIDE AND INSTALL (1) LAYER 5/8" TYPE 'X' GYP. BD. ON BACK SIDE OF MALL BULKHEAD (IF NOT EXISTING) TO CREATE FIRE SEPERATION - SIGN VENDOR SHALL SUBMIT SHOP DRAWINGS TO LANDLORD AND BUILDING DEPARTMENT UNDER SEPARATE REVIEW (NOT INCLUDED IN THIS SET) - TENANT G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITI -4 MALL REPRESENTATIVE \,,. \,.,.a \r.....a\ \,,, \r... \.. \,,, fir... a L M ( L M > 40 • •40 �; •40 •40 / \ \ ;' ` > ' ' ) \U �, i \ / . - + + DIAGONAL / BRACING AS / EXISTING MALL BULKHEAD. TENANT G.C. TO VERYIFY HEIGHT AND CONDITIONS PRIOR TO CONSTRUCTION 5/8" TYP 'X' GYP. D. OVER 3 -5/811 X 20ga METAL STUDS @ 1611 D.C. TYP. U.N.O. ? S \, < 'X' / ` ' S : / + + DIAGONAL / BRACING AS ) REQUIRED / EXISTING MALL BULKHEAD. TENANT G.G. TO VERYIFY HEIGHT AND CONDITIONS PRIOR TO CONSTRUCTION 5/8" TYP 'X' GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP. U.N.O. ��_4) ; ` •' ;' : ` t, 'X' 5/8" TYPE GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP U.N.D. Q_I 5/8" TYPE GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP U.N.O. P_I \ ? . . • . . - - , ' , - ' • . \ \ 18" BUILD -DOWN WITH .063 MIL. ALUMINUM BREAK METAL FINISH® /811 TYPE IX' G YP GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. -' I I I 6 X 18 a STOREFRONT BOX BEAM. 9 DETAIL A 0 TO 3. REFER T DET L K/ 4 I 18 BUILD -DOWN WITH .063 MIL. ..� ALUMINUM BREAK METAL FINISHr -5 5 YP YP BD OVER /8" TYPE 'X' GYP 3 -5/8" X 20ga METAL STUDS :' @ I " O.C. I I 6 X 18 a STOREFRONT BOX BEAM. 9 REFER TO DETAIL A 03. T L K/ 4 II' a + + D • 40 I v � .. tttt .. — + + + `i :: - :� £:::::: \ I o W - o o -' TN , ' ;' ` ' ? .� :. `.L j il, TN <� r H DIAGONAL BRACING AS REQUIRED � Z \ /2 I — " ■ ALUMINUM STOREFRONT GLAZING SYSTEM ® TRACK LIGHTING. REFER TO A300 FOR FURTHER INFORMATION 5/8" TYP 'X' GYP. BD. OVER II , 3 -5/8 X 20ga METAL STUDS @ 16" D.C. TYP. U.N.O. p-� c) m EXISTING STRUCTURAL E BEAM 1/2" CLEAR TEMPERED GLASS Co ALUMINUM STOREFRONT GLAZING SYSTEM ® \ 'X' .- 5/8" TYPE GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16 O.C. `-- —' 6" X 18ga STOREFRONT —� EXISTING ,---- �. BOX BEAM. REFER TO —� 6" X 15ga STOREFRONT EXISTING \ ... --\ BOX BEAM. REFER TO \', 4" X 4" TUBE STEEL ATTACHED �SIGNAGE TO TUBE STEEL COLUMNS C�_� ILLUMINATED STOREFRONT ATTACHED TO 1" RECLAIMED DOUGLAS FIR. O ELEVATION ON REFER EL EV T SHEET A400 STRUCTURAL BEAM DETAIL K /A403. EXISTING 4" FIRE t • 40 I STRUCTURAL BEAM DETAIL K /A403. EXISTING 411 FIRE „ _. SPRINKLER MAIN _ ••.f ::::::::# • ? SPRINKLER MAIN ? a — — . 0 r cv ♦�j TRACK LIGHTING. REFER ( TO A300 FOR FURTHER ! I 611 11_pn 0 cv \ \ • \ z 5/8" TYP 'X' GYP. BD. OVER 'j 3 -5/8" X 20ga METAL STUDS ? @ 16" O.C. TYP. U.N.O. p-� i \ 21 -0" BUILD -DOWN WITH .063 MIL. ALUMINUM BREAK METAL FINISI -I INFORMATION r ��....,.•`\c >... �s...,.. \�.r,...r`•. @....r'a... �a.... r`\>...., r•... ar`' �. a.... c> xas�,..a....rc >......'k>.a.... \h......a�\a....•'aa...' ...ac>aa....o °° CEILING MOUNTED IMAGE TRACK INDISPLAY AREA (TENANT G.C. TO PROVIDE AND INSTALL 6" — — I \..` °� \.` -� ..;..r- �.a..r- �....r- �....` -�.a `°....`- ....`- �..`•- .....`- �...r- �..r -� r °�....- �.a..`- �....`- .... -� ...` =� .` -.., I \ ti..... °'' _.,_� �� I c., WIDE CONT. 16ga BLOCKING FULL �� �+ LENGTH OF IMAGE TRACKS AND I �� SECURE WITH 1-1/2" SCREWS AT b. I RECESSED DOWN LIGHT. SEE SHEET A300 FOR LOCATIONS. �4 1/211 X 4 1/2" BOX BEAM POST BEYOND. LEASE LINE o Nil 16( — — I TRACK LIGHTING. REFER TO A300 FOR FURTHER INFORMATION 1/2" CLEAR TEMPERED GLASS LEASE LINE NkNNNN 4 1/211 X 4 1/2" BOX BEAM POST BEYOND. `;' 0 ALUMINUM STOREFRONT BASE CBI ao a I I C I II I . J STUD LOCATIONS) 5/8" TYP 'X' GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS G @ 16" O.C. TYP. U.N.O. • 40 F F •40 WIRE MESH AND ALUMINUM STOREFRONT ENTRY DOORS. REFER TO DOOR SCHEDULE ON SHEET A002. 4 1/2" X 4 1/2" BOX BEAM POST BEYOND. 2 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 162011 City of Tukwila BUILDING DIVISION A701 1 • 40 — TENANT INTERIOR TENANT INTERIOR FINISHED FLOOR O ,._...._....«_.._..._..-._..... MALL FLOORING TO BE INFILLED TO CLOSURE RECEIVED LINE BY TENANT G.G. RECEI V ECG JUL 08 2011 EXISTING MALL FLOORING PIT CENTER FINISHED FLOOR r(- -I I I I I EXISTING MALL - I/ FLOORING I I I I..............._...____.__.,__.._._.__,__,_._________________._._._..::.........._....,......,.._........,..,..........,.,..,.......... D I I FLOAT TENANT FINISH _ TO MATCH MALL CONCRETE FLOAT TENANT FINISH _ _ TO MATCH MALL EXISTING CONCRETE FLOORING ELEVATION SLOPE 1:20) SLAB FLOORING ELEVATION EXISTING SLAB (MAX SLOPE 1:20) (MAX :� e% �, 1 A SCALE I1 �' �' , �., -� �, �- �% SCALE Ii I �, '-1 1r ,� 1/2 ".1 " -0 "( _, 1/2"=1"-0" 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. AAD:FITCH dba FITCH Kevin T Evemham RA AIA 70435 North Scottsdale Road, Who 195 Scottsdale Arizona 55254 PHONE (480) 008 -4200 FAX (4801008 -7229 ww fltchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: 1 1/2" = 11 -0" DRAWN BY: A4 0 CH SWEET: PROJECT No.: PSN -10 -016 : \ r... 1 '. ..\cv c N... v �•'.... \ WALL w� ^•� w� ..� ..� ..� ..' w� .:� «� wt .vim .vim ...� w.t w.t ...� `..vw�...v: \�. \ ^... \`w.v� ^v. \ ^v.. \• ^.. \ ^.. \,..vv \\....vv� ^..vv� ^•. `J4.. \_.. `,,... \,,... \,•.v.M ^. � ^.. \•v..vM r \ ^, \-,..vv� ^.. r .vim \ ^...v� ^.. \ `: ..� \^ . ..� ^..vv� ^,....� ^.v.. \ \ ^.... �',....�.... \ ^,.. \•...v�,.. \ ^•. \, ^•..v�'.. .'� ..� w� .vim .v \. i t Z j ^j \ ; 3 EXISTING DEMISING NALL a NEW DEMISING NALL BY TENANT G.C. TO )) MATCH EXISTING DEMISING WALL . NEW NEUTRAL PIER BY : WITH MALL MANAGEMENT RECESSED STANDARDS @ 24" O.G. 'X' ' °`` .. RECESSED NALL 4 4 4 t STANDARDS @ 24" O.C. 1/2" TYPE 'X' GYP. BD. 100 OVER 3 5/8 METAL STUD FRAMING @ 24" O.C. SEE i A 1/2" TYPE GYP. BD. 100 OVER 3 METAL STUD FRAMING @ 24" 0 C S 4 SEE DETAIL A/A100. P_i DETAIL A/A100. 4amo SOUND ATTENUATION EXISTING STRUCTURAL COLUMN 1 ' 3 } EXISTING z ti \ \ BATT INSULATION \ fin., 5 �` � BOLD STUDS INDICATE (2) 3 5/8" x 16ga METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM ? / / ? :+ :;,..,. ] • L__ BOLD STUDS INDICATE (2) 3 5/8" x 16ga METAL STUDS MECHANICALLY FASTENED TOGETHER TO SUPPORT JOISTS BOX BEAM I ABOVE. REFER TO DETAIL K/A403. 4" HIGH BASE BELOW B -i DEMISING NALL . : ANEW DEMISING Z NALL BY TENANT G.C. TO _' MATCH EXISTING DEMISING NALL ABOVE. REFER TO DETAIL K /A403. 5 1 ; 4" HIGH BASE BELOW n i 5/8 TYPE X i GYP. BD. \ OVER 3 5/8" METAL STUD FRAMING @ 16" 0.C, ? : -, ' n " 5/8 TYPE X GYP. BD. OVER 3 5/8" METAL STUD FRAMING @ 16" 0 .C. <\ VOID 1 ;•••.. ', r _ 40 \ € LINE OF SOFFIT ' ' 1: SPACE ® LINE OF SOFFIT ABOVE AT +14' -4" \ ABOVE AT +14' -4" s- '' '' r, ` C c BLOCKING AS REQUIRED BLOCKING AS REQUIRED !' ;t ..\ _, ff t "... ' `" '• :. BOLD STUDS INDICATE (2) 3 5/8" x 16ga. ® _` METAL STUDS MECHANICALLY FASTENED . TOGETHER TO SUPPORT JOISTS BOX BEAM _` „ BOLD STUDS INDICATE (2) 3 5/8 x 16ga. _ METAL STUDS MECHANICALLY FASTENED C TOGETHER TO SUPPORT JOISTS BOX BEAM ABOVE. REFER TO DETAIL K/A403. _ Z ALUMINUM ABOVE. REFER TO DETAIL K/A403. ALUMINUM STOREFRONT® ti z STOREFRON T® Ili LINE OF SOFFIT ABOVE AT +141-0'1 GLASS G�_i 1, NEW NEUTRAL PIER BY TENANT G.C. COORDINATE WITH MALL MANAGEMENT (1/2" CLEAR BRUSHED ALUMINUM =REVEAL (NO SCREWS) 2" 2 POP -OUT LEAS IN E LINE LINE OF SOFFIT ABOVE AT +14' -0 ` < t 2u 42" II `` 1/2 CLEAR BRUSHED ALUMINUM` REVEAL (NO SCREWS) 1/2" CLEAR TEMPERED GLASS ® }' ` .063 MIL BREAK METAL OVER ( 1/4" i'' 42 POP -OUT LEASE LINE \ h h \ .. ... � .. .,. `� �. ... ... ... ``ham... ...,..�. ... ... ... .......� ..: �.. .. ~,. ^�,.w ^. �,.. �. ^., .. ^�... �� .. ..� � N ^� rte,. w. w .,. � . .v � w,,. ^�,,... .063 MIL BREAK METAL OVER 1/4" GYP. BD. ,•\ h h . ^,� .,..�.. ^ ^� .. .. • �.. ., ^.. ...o.. .^ � w. .., w. ,. ^_�, ... ^•� ~. ^�., ~.�,. ... ^�...,��...,.. �,.... ...,��.. ~. e BLADE SIGN ABOVE �` GYP. BD. f 1 \ ` ` E ,, �,� �_ .: n� - �, �I n� �' Al SCALE ���� C'�. E (�_; . nl C, E .' �I 11 - SCALE CO 1 SCALE - .,� C 1 1/2 " =1 " -0" 1 /2 " -1 " -0„ 6 „_1 „_0„ ,^ w,.,. , �Nww... 1 C zf z ( f �,^. �,^. �.... �,^ w.. �,.. w�,`.. �.•. w_ �,^^ w�,_. w_ �^.. ww�,. vw. �.,... w,.... w�...... �....w�,..,..w�,......�,,..w.�� MF -1 HORIZONTAL ALUMINUM STOREFRONT SECTION (PROVIDED BY TENANT AND INSTALLED .::. i is ,,, ni 1 ' 11/2” CLEAR TEMPERED GLASS (GL -1) BY TENANT GC. 1/2” CLEAR TEMPERED GLASS (GL -1) BY TENANT GC. --- LEASE LINE \� \,, i ` \ ' BY TENANT GC) LINE OF STOREFRONT TENANT HARDWARE AT SPLICE JOINT BASE BELOW '� BY TENANT G.C. WI -IERE 1/4" OCCURS (SHOWN DASHED) ') .i IHIll (N � --LaR— /i ti �'v:i '' <; i �� 2 42 TENANT MALL TENANT MALL TENANT G.C. TO INSTALL BLACK ARMAFLEX AS NEEDED TENANT F -1 FLOORING —��" MF -1 STOREFRONT SYSTEM BASE (B -5) EXISTING MALL FLOORING ' °w.' "., "w,`.w�...`• ^.., ,.w °..'� - -LEASE LINE 1/2» CLEAR TEMPERED GLASS (GL -1) BY TENANT GC. ��4� \'�:i {: {:ii��: \:4:11:11:11!' ;vyvi.::J:i.i:{ *. \. .v. �:: %:vvL:'.T ::ii? tin t�::i:vJ:;• \'v�'vwp}�:t -0;b•J }x; vi %•:v' { .: •.v}:. �• •:.1...: \ • i \::v:� \J�:: ...... S•:::::::: •........v::: ::::•.�::: T:1::::::: R:::::,•.:.v.�..v.v. :11:1 ) ?i }J . i�:• 4 •: \n;.: ,w`.,C;� {il::�'iik �,v.{i ?�4j`�i:i�? :iii::• v. v4. v. �.\ 'ti!•.v.:vvv.v.vvv.v.wvwn...nn. . 4v..v v v..w.v \'l+':v {v�::v ...M1 v v >::v}'v}'•i:•vi:� `, `. 4 1/2" X 4 1/2" BOX BEAM�� >; POST BEYOND 't, ° ~N`~"" �~ ° '~ °� ~ °�~' ~` ^`' ° ° 1/2" CLEAR TEMPERED GLASS IN ALUM. GLAZING CHANNEL BY TENANT (:.C: MALL 4~ ks a '4 \\ € ` \ v...•+..v ^�..MN \...N• '\i..... 'h>.MS '\,.....r �,.......\.. ^••••,.,. „.,. ^�.w. • `�..... ^••�,...... ^'...ter '\.„_•., ..,` ^°.*.\w..`N\.....N°�.....^ �.w...N\..,N`�....v ^°�.v..v^ 1\„,..:,.„.,^`'\,...^^...... :.,..N�.,....• ^.,..., ^ <�, „^•v `, FLOAT TENANT FINISH TO EXISTING CONCRETE MATCH MALL FLOORING SLAB ELEVATION (MAX SLOPE 1:20) SHIM - LEVEL (1/4" MAX.) REVIEWED FOR CODE COMPLIANCE ®d ce AUG 162011 City of Tukwila BUILDING DIVISION / / RECEIVED b\t%wo4 JUL 08 2011 PERMITCENTEF GLAZING BUTT SCALE 1 � - �� I JAM SCALE ;;- I% E >> E A SCALE 3"=1"-0” 3 =1 -0 3":1"-0” 530 PACSUA• COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c a. 2 o_ 0) 0 "PE° U 0 — I CD 0 LO = C/oF- J W D Z 0 u_ w 0 AAD:FITCH dba FITCH Kevin T Evemhsm RA AIA 75435 Nerlh 800tbdolo Rood, Bulb 7115 Scottsdale Arizona 85254 PHONE (480) 888 -4200 FAX (480) 888 -7223 rwKBtch.com DATE: 5/24/2011 SCALE: AS NOTED A4 02 DRAWN SY: cH SHEET: PROJECT No.: PSN -10 -016 SCALE 3 " =1' -0" SCALE 3 " =1' -0" SCALE 3 " =1' -0" N T USED SCALE FULL SEE PLAN * SECTIONS FOR BUILT -UP BOX BEAM 16 GA. PLATE EACH SIDE WITH (8) - #10 PAN HEAD SCREWS. 3 5/8" OR 6" DEEP STUDS AS REQUIRED BY OTHER SECTIONS AND DETAILS 18 GA BASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). 4 BOX BEAM SCHEDULE KEY SPAN JOIST SIZE. B1 B2 B3 B4 B5 6' -0" - 11' -11" 12' -0" - 15' -11" 16' -0" - 191 -11" 20' -0" - 21' -11" 22' -0" - 23' -11" (2) 6 "x1 5/8 "x18 GA (2) 8 "xl 5/8 "x18 GA (2) 10 "xl 5/8 "x16 GA (2) 12 "xl 5/8 "x14 GA (2) 12 "xl 5/8 "x12 GA NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. LIGHTGAGE BOX BEAM TO COLUMN CONNECTION (TYP, UNLESS NOTED) 18 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK 3 5/8" OR 6" DEEP TRACK AS REQUIRED BY OTHER SECTIONS AND DETAILS LIGHTGAGE BOX COLUMN BASE CONNECTION (TYP, UNLESS NOTED) STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK (2) - #8 PAN HEAD SCREWS EACH SIDE (4) - #12 CONCRETE SCREWS 5/8" TYPE 'X' GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. WITI -1 P -1 FINISH TENANT G.C. SMALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEDDED BLOCKING AS REQUIRED 1/2" CLEAR TEMPERED GLASS (GL -1) ALUMINUM STOREFRONT (MF -1); PROVIDED BY TENANT AND INSTALLED BY TENANT G.C. WIRE MESH AND ALUMINUM ENTRY DOOR. REFER TO SCHEDULE ON SHEET A002. 1ni 00 Ln* ITZOI 311 N 6" X 18ga BUILT -UP STOREFRONT BOX BEAM. REFER TO K /A403 ALUMINUM STOREFRONT (MF -1); PROVIDED BY TENANT AND INSTALLED BY TENANT G.C. 1/2" CLEAR TEMPERED GLASS (GL -1) SCALE 3 " =1' -0" TRACK LIGHTING. REFER TO A300 FOR FURTHER INFORMATION 11 LI Pr Mi lt 1/2" CLEAR TEMPERED GLASS (GL -1) ALUMINUM STOREFRONT (MF -1); PROVIDED BY TENANT AND INSTALLED BY TENANT G.C. LEASE LINE 1/2" CLEAR TEMPERED GLASS (GL -1) 6" CONTINUOUS METAL BACKING 5/8" TYPE 'X' GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. WITH P -1 FINISI -1- TRACK LIGHTING. REFER TO A300 FOR FURTI -IER INFORMATION vAr reEl 4" �) 7/8" j, 4 1/2" LEASE LINE 5/8" TYPE 'X' GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. TYP U.N.O. 18" BUILD -DOWN WITH .063 MIL. ALUMINUM BREAK METAL FINISI -I (MF -2) 5/8" TYPE 'X' GYP BD OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. 6" X 18ga BUILT -UP STOREFRONT BOX BEAM. REFER TO K /A403 TENANT G.C. SI -IALL INSTALL BLACK ARMAFLEX AT ALL JAMB LOCATIONS AS NEEDED BLOCKING AS REQUIRED ALUMINUM STOREFRONT (MF -1); PROVIDED BY TENANT AND INSTALLED BY TENANT G.C. LEASE LINE 1/211 CLEAR TEMPERED GLASS (GL -1) 4" X 4" MF -2 TUBE STEEL ATTACHED TO TUBE STEEL COLUMNS SCALE 3 " =1' -0" J ILLUMINATED STOREFRONT SIGNAGE BY TENANT 1" RECLAIMED DOUGLAS FIR (W -1) 4 1/2" X .4 1/2" MF -2 TUBE STEEL COLUMN (BEYOND) (2) 3/8" HARDENED STEEL 'U' BOLTS @ EACH CONNECTION EXISTING DECK ABOVE SCALE 3 " =1' -0" 1/4" STEEL PLATE @ 'i' EACH CONNECTION EXISTING BAR JOIST. (VERIFY CONDITION) CONTINUOUS 20ga TOP TRACK ATTACH TO STEEL 'L' WITH (1) HILTI EDN OR EDS SHOT PIN. 3 5/8" x 20ga METAL STUD FRAMING. SEE SHEET A100. P1000 UNISTRUT @ 6' -0" O.C. ATTACH TO TOP CHORD OF EXISTING BAR JOISTS. (VERIFY CONDITION) VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE !ITN TI-4E ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. Cox TO (E) JOIST 3/16 (E) ROOF DECK (E) OPEN WEB JOIST C4x5.4 PLATE 6x12x3/16 PLATE TO C4x 3 5/8 "X20ga DIAGONAL BRACE B -B (4) #10 TEK SCREWS 3/16 BRACE PARALLEL TO JOIST RECEIVED JUL 08 2011 PERMIT CENTER C4x TO (E) JOIST SCALE 3 " =1' -0" 3/16 7 REVIEWED FOR CODE COMP.LJANCE APPROVED AUG 16 2011 1 City of Tukwila BUILDING DIVISION SECTION A -A CONNECT BRACING TO TOP FLANGE OF BEAM OR JOIST USING BEAM CLAMPS OR WELDING IF REQUIRED BY CODE. SCALE 3 " =1' -0" ATTACHMENT T STRU TURE SCALE N.T.S. L RACING ATTA UMENT ETAIL SCALE N.T.S. M 530 PRcsun. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. • J W O Z 0 Lt u_ w 0 AAD:FITCH dba FITCH Kevin T Evemham RA AIA 76185 North Scottodde Road, Bulb 795 8cotbdd. Arizona 85254 PHONE (480) 998 -4200 FAX (480) 998 -7225 rrw.ilh:h.aam KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A4 03 DRAWN SY: c,_l SHEET: PROJECT No.: PSN -10 -016 EMERGENCY LIGI -IT; TENANT G.G. TO PAINT P -4 (TYP) WALL MOUNTED EXIT SIGN 4" ABOVE TOP OF SOFFIT EMERGENCY LIGHT; TENANT G.C. TO PAINT P -4 (TYP) jf/i Vii ' , /r� / e, %r F , jl ' // /' 4 7/ / I /,/ , / y i i # mom /// 0 7 / , 7/ / / p !um / f A / / #/2/ a , , 7/ ° \ 0, # / / / / 8 7 1 / , I /Pal 'f// //// /1 VINYL 'PACSUN' LOGO ON GLASS. CENTER IN GLASS AND POSITION @ 36" A.F.F. TO CENTER FROM MALL FLOORING WIRE MESH ENTRY DOORS (SEE A002) EXPOSED, P -4 PAINTED DECK AND STRUCTURE. • I/2" CLEAR TEMPERED GLASS (GL -I) BY ' TENANT G.C. MF -1 STOREFRONT SYSTEM; PROVIDED BY ) TENANT AND INSTALLED Si BY TENANT G.C. _....4-1/2" CLEAR TEMPERED GLASS (GL -1) BY TENANT G.C. VINYL 'PACSUN' LOGO ON GLASS. GLASS AND POSITION CENTER IN @ 36" A.F.F. T FROM MALL TO FLOORING TYP. U.N.O. E i1° (6» A Ac Si E SPN FmC R * E NOTE: TOP OF FURRED SIDE WALL TO ALING WITI -I THE BOTTOM OF TRIM EXPOSED, P -4 PAINTED DECK AND STRUCTURE. SCALE 1/4 " =1' -0" EXPOSED, P -4 PAINTED DECK AND STRUCTURE. NOTE: TOP OF FURRED SIDE WALL TO ALING WITH TI-1E BOTTOM OF TRIM WALL MOUNTED EXIT SIGN 18" TO CENTER OF JBOX ABOVE TOP OF TRIM EMERGENCY LIGHT; iFE/--- TENANT G.C. TO PAINT P -4 (TYP) i P -4 EMERGENCY LIGHT; TENANT G.C. TO PAINT P-4 (TYP) THERMOSTAT LOCATION EXIT OPEN TO FITTING ROOMS 7 RECESSED WALL STANDARDS WITH METAL BRACKETS AT 24" O.C. SEE DETAIL A /A100 TYP. U.N.O. SUSPENDED TRACK LIGHTING @ 12' -0" A.F.F. (SEE SHEET A300) NOTE: TOP OF FURRED Cto SIDE WALL TO ALING WITI -I THE BOTTOM OF TRIM (1) RECESSED WALL STANDARDS o WITH METAL BRACKETS AT 24" O.C. SEE DETAIL A /A100 E nil AID • EA WA 0 N SUSPENDED TRACK LIGHTING @ 12' -0" A.F.F. (SEE SHEET A300)— CO 0 0 n n Q 0 9 EMERGENCY LIGHT; TENANT G.C. TO PAINT P -4 (TYP) 0 0 SCALE 1/4 " :1' -0" A A A A A A B-I TYP. U.N.O. RECESSED WALL STANDARDS WITH METAL BRACKETS AT 24" O.C. SEE DETAIL A/A100 TYP. U.N.O. R R E EVA • D E WA E RECESSED WALL STANDARDS WITH METAL BRACKETS AT 24" D.C. SEE DETAIL A /A100 Gio TYP. U.N.O. EP -� 3 A A A A A A EMERGENCY LIGHT; TENANT G.C. TO PAINT P -4 (TYP) -i ■1: A A A A A A NOTE: TOP OF FURRED SIDE WALL TO ALING WITH THE BOTTOM OF TRIM A A <B -1) TYP. RECESSED WALL STANDARDS U.N.O. WITH METAL BRACKETS AT alp TYP. RECESSED WALL STANDARDS 24" O.C. SEE DETAIL A /AI00 U.N.O. WITH METAL BRACKETS AT �,... �, U .r. .. � . • .. r�... •,� �,... ••�......� .. • �..... ...... .. F� .. •... ....r� ... ,h,... . •..�.......ti ,�,.... .......`,.. r, ..,. �...... _. ,h .. •,� __. ,__ r� _..h.....� .....�._ _. _.� _... .. .. 24" O.C. SEE DETAIL A /AI00 A Si E WA TYP. U.N.O. EXPOSED, P -4 PAINTED DECK AND STRUCTURE. SUSPENDED TRACK LIGHTING @ 12' -0" A.F.F. (SEE SHEET A300) SCALE 1/4 " :1' -0 "_ N 1 T USE bkHkA • r-ezi\AEV"VED FOR COTE COMPLIANCE APPROVED AUG 1r 2011 City of Tukwila , BUILDING DIVlSiON RECEIVED JUL 08 2011 PERMIT CENTEF SCALE 1/4 " =1' -0" 530 PRcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. Z 0 w J rt 0 1- W W Z AAD:FITCH dba FITCH Kevin T Evemhem RA AIA 18455 North 8albdolo Road, Rub 185 Scottsdale Arizona 85254 PHONE 1480) 908 -4200 FAX (4801998 -7225 w 8tcheom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A500 DRAWN BY: 0_1 SHEET: PROJECT No.: PSN -10 -016 CUSTOM MIRROR. CABINET BY TENANT MIRROR BY TENANT G.C. SEE DETAIL 9 ON THIS SHEET. HALLWAY "EMPLOYEES ONLY" SIGN (BY TENANT) TO BE INSTALLED @ 60" A.F.F. m cO 0 CUSTOM MIRROR. CABINET BY TENANT MIRROR BY TENANT G.C. SEE DETAIL 9 ON THIS SHEET. 00 YP\ 1 A.F.F. (TYP.) 4 7/8" 31-0" 6" (6" 31_0, X X X X HALLWAY 5 A501 YP. 5 A501 YP. 6-4 7/8" 1111111111111111111211111111 B co 3 HOOKS @ +60" F. R.2 F. R. 1 l'--o" 3' -311 R.D. 12 600, ' -1 1/2" TENANT G.C. TO INSTALL DOOR YP. STOP (TYP) 31_311 R.O 4 ?vl :>: �:.?'.........`.-:.\\ l.. a. ti.at.tn.t.w..t.t.t::tt..tvfi•::, :...:..,,- n::? ao:,•>:.... ti. tnn,:,,-: .: :.,- ::.,- :.:...,.,., :,:: *::. t't':tttn,.,.xg 5 A TYP. 3 1400KS @ +60" A.F.F. (TYP.) - EQ , 11-4" 3 A501 ?;y. ?\ fit \ \;' qM \ \vC- i,T \tit\t 10" co �y \4k` \ \ \ \\ \4tiC \:fit\ t \`\%� cO r H.C. WOOD FITTING ROOM BENCH AND CUSHION. PROVIDED BY TENANT INSTALLED BY TENANT GC � 3 HOOKS @ +48" A.F.F. 4' -8" 1 611 F. R.4 B 5' -0" CLR. 2 II 3' -3" 4 1/2 R.O. FITTING ROOM ALCOVE VOID SPACE 00 YP. 24 "x72" CLEAR MIRROR BY TENANT G.C.— '. i'.vv'i: _ :i:4 ivt? isi\. v ?.t�:.} ?.1::.�ti:;t:.t ?jp }.:}'• •5:;tiv �:4: ?: is ?i^ ?:}iii ..l •. •. . • \ \t�j4.ivi' ^v ?ii , J4 \:: vv:W'J:.t Cvi't .:.v.lt t t.t t :: v.:.vvpx.,'; : •, t :: v . :k. v: t. t.t. \.:;t.::...: ;.....:t yvvtt\l.. \ .\....:....\. >vt. iti1:::t ic: ::\ \......v.v ..: S:v.n.4.:.ttt to t...,, ,n,,, n�,n...nn..... ..,n ........:........v. :xln i• ^: • :i: tti:tgt•t:,•• :..0 :.. ttt •vtv�t:: t• t::t %.}:ib:vl�::tvtv:: \�ti n'- v::; }- u.v.: \. �: ?. \. \:l ::ivi �.:.t.tn..t tiv: vvvn - .- i.�nn... n.�::: }: \..n........... . m0 i A N 0 4 A501 INTERNATIONAL SYMBOL OF ACCESSIBILITY @ 60" A.F.F. CUSTOM MIRROR. CABINET BY TENANT MIRROR BY TENANT G.C. SEE DETAIL 9 ON THIS 51-IEET. I`yI I to:ttts.k 10 600, co r 'mot N SALES AREA m 0— b +v4i >J'.it� ... .. ..v.. ........v .t... �tiQ \i:. n�i:�v..,........, . ...............: n� ?lv' ?�..vu.:n .:.v.:.t.t.tt .t.t.t 600 2' -0" EQ. 1' -4" 11-4" EQ. 5 A501 YP. <si ... ...1 /4" 7' -4" 4 7/8 "-1 16" I 41 -8"6u ,4 7/8" �w.r�s.. �s •'mss., r` h r`�\ ..,.�\ •" "� ., o\ •.v .. \ ...... .......\ " \1 . .. ..:.....w �� ..:° �... °\ / ,1,6" X'' e� F\ w 0�� Rl. ., h s. F\ ems.. s a r •. \h. ^� , sh hl , h ...., \1 .•``. 5/8" TYPE "X" GYP. BD. OVER 3 5/8" X 20ga METAL STUDS @ 16" 0.C. TENANT G.C. TO PAINT P -5. FITTING ROOM BENCI -I AND CUSHION PROVIDED BY TENANT 3/4" F.R.T. PLYWOOD BLOCKING (TENANT G.C. SHALL USE 16ga. METAL BLOCKING IF LOCAL A.H.J. DOESN'T PERMIT WOOD BLOCKING) TENANT G.C. SHALL INSTALL IN -WALL BLOCKING AT SCREW LOCATIONS (VERIFY EXACT LOCATIONS OF FASTENERS WITH VENDORS INSTALLATION INSTRUCTIONS— 24" @ H.C. ROOM F li I I i�K ,s ZNI o I o :, LINE OF TENANT'S _ FINISHED FLOOR '' l HANDICAP FITTING ROOM BENCH 0 0— N X k\ CUSTOM CLEAR` _ MIRROR SECTION BY TENANT G.C,— INT'L SYMBOL OF ACCESS @ 60" A.F.F. CABINET BY FIXTURE MANUFACTURER - (6) 'G' LIGHT FIXTURES BEHIND MIRROR TR -1 SCALE 1 1/2 " =1' -0" 2 1 `1 I bil Nan kir Rir ikt:' IN `tea .im 4. Sollillb •,, IIII 2" X 6" WOOD BLOCKING IN WALL FOR ATTACHMENT OF HOOKS. BOBRICK #B -211 HEAVY DUTY HOOK X4. SCREW TO WALL WITH SUPPLIED FASTENERS. TYP. OF (3). s i a =c? ID y 5/8" TYPE "X" GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" 0.C. BY TENANT G.C. WITH P -5 FINISH. PLAN VIEW 7"? 16" 2" X 6" WOOD BLOCKING IN WALL FOR ATTACHMENT OF HOOKS. BOBRICK #B -211 HEAVY DUTY HOOK X4. SCREW TO WALL WITH SUPPLIED FASTENERS. ELEVATION VIEW HORIZONTAL HOOK DETAIL 2" X 6" WOOD BLOCKING IN WALL FOR ATTACHMENT OF HOOKS. BOBRICK #8 -211 HEAVY DUTY 1-I00K X4. SCREW TO WALL WITH SUPPLIED FASTENERS. TYP OF (3). fY z 5/8" TYPE "X" GYP. BD. OVER 3 -5/8" X 20ga METAL STUDS @ 16" O.C. BY TENANT L4 G.G. WITH P -5 FINISH. SECTION VIEW SCALE In FITTING ROOM ALCOVE ,.„ 4n, 1/2" TYPE "X" GYP BD OVER 3-5/8" x 20ga METAL STUDS BY TENANT GG. SEE ELEVATIONS FOR FINISH. FINISH ABOVE PASS- THROUGH4 SALES AREA lx6 WOOD TRIM (CUT TO FIT) SUPPLIED AND INSTALLED BY TENANT G.C. WITH P-1 FINIS1-1 1/2" TYPE "X" GYP BD OVER 3-5/8" x 20ga METAL STUDS BY TENANT GC. SEE ELEVATIONS FOR FINISH. F.R. PASS-THROUGH SCALE GYP. BD. WITH P-5 FINISH COVE DETAIL SCALE • Tr TR- I TYP TYP RECESSED WALL EXIT SIGN 6" ABOVE TOP OF DOOR FRAME EMPLOYEE'S ONLY SIGN- EXIT TR- I B -1 34" X 34" X 1/8" STAINLESS STEEL ARMOR KICK PLATE. FASTEN TO DOOR WITH SELF - THREADING SCREWS M �h. IF A (0) 0 in E E \5j 3 TENANT SUPPLIED 1-100KS @ 60" A.F.F.- T 1 iii \JI del • % 1•% Ili \+ �� li• i 'III- L E \ \. T i `. `A H.G. WOOD FITTING ROOM BENCH AND CUSHION. PROVIDED BY TENANT INSTALLED BY TENANT GC 1. ../ 5 ...� A501 r A501 CUSTOM CLEAR MIRROR SECTION BY TENANT G.C. CABINET BY FIXTURE MANUFACTURER (6) 'G' LIGI -IT FIXTURES BEHIND MIRROR �� \ 3 A501 EMERGENCY LIGHT MOUNTED 6" BELOW CEILING—\ /OPEN TO SALES AREA- MIRROR SECTION BY TENANT G.C. CABINET BY FIXTURE MANUFACTURER FIXTURES BEHIND MIRROR CUSTOM CLEAR MIRROR BY TENANT G.C. kl/ CABINET BY FIXTURE MANUFACTURER. (TYP. EACH FITTING ROOM). 5 A501 CUSTOM CLEAR MIRROR SECTION BY TENANT G.G. CABINET BY •.s1 FIXTURE MANUFACTURER FIXTURES BEHIND MIRROR -5 ell Ot ell CUSTOM CLEAR MIRROR BY TENANT G.C. WITH CABINET BY FIXTURE MANUFACTURER. I SCALE CUSTOM CLEAR MIRROR SECTION BY TENANT G.C. CABINET BY FIXTURE MANUFACTURER ( 5 )\ • FIXTURES SEHIND MIRROR SCALE t, CUSTOM CLEAR MIRROR BY TENANT G.G. WITH CABINET BY FIXTURE MANUFACTURER. (TYP. EACH FITTING ROOM). N 611 11 0 N 0 0 CUSTOM CLEAR MIRROR SECTION BY TENANT G.C. CABINET BY FIXTURE MANUFACTURER FIXTURES BEWIND MIRROR • =oil 24"x84" CLEAR TENANT G.C. TYP 3 TENANT SUPPLIED 2 I-I.C. WOOD FITTING ROOM BENCH AND CUSHION. PROVIDED BY TENANT INSTALLED BY TENANT GC REV].EWFD FOR A ICA h T E L 1; A 41_011 _ 31 011 GYP BD SOFFIT N (PAINT P -5) ' e TENANT G.G. SHALL PAINT THIS POCKET P -1 MIRROR BY TENANT G.C. 0 MIRROR FRAME r BEHIND GLASS BY FIXTURE MANUFACTURER 0 "M1" MIRROR Go TYPICAL 5' -2" I -2 " 4 GYP BD SOFFIT (PAINT P -5) TENANT G.G. SMALL PAINT THIS POCKET P -1 MIRROR BY TENANT G.C. MIRROR FRAME BEHIND GLASS BY FIXTURE MANUFACTURER N "M2" MIRROR 0 TYPICAL 0 GYP BD SOFFIT Ty TENANT G.C. SHALL PAINT TI-IIS POCKET P-1 MIRROR BY TENANT G.C. MIRROR FRAME -1 BEHIND GLASS BY FIXTURE MANUFACTURER "M3" MIRROR TYPICAL r-ENANT G.C. TO SUPPLY AND NSTALL ANTI GRAFFITI FILM FOR ALL FITTING ROOM MIRRORS. SECTION FITTING ROOM MIRRORS PROVIDED BY TENANT AND INSTALLED BY TENANT G.G. MIRROR DESIGN AND FABRICATION 15 BY TENANT'S VENDOR. VENDOR SI-IALL PROVIDE INSTALLATION MANUAL WITH TI-IE MIRROR TO TENANT G.C. INFORMATION REGARDING SPECIFICATIONS, QUANTITIES AND LOCATIONS OF FASTENERS SI-IALL BE PROVIDED IN VENDOR'S INSTALLATION MANUAL. TENANT'S VENDOR SHALL PROVIDE CLEATS TO HANG MIRROR, ALL INFORMATION REGARDING CLEATS AND INSTALLATION SI-4ALL BE INCLUDED IN VENDOR'S INSTALLATION MANUAL. TENANT G.C. SHALL ENSURE TI-IAT FASTENERS FOR CLEATS SI-IALL BE SECURED TO TI-4E WALL'S METAL STUDS. 'G' LIGHT FIXTURES STAGGERED BEHIND MIRROR (SEE SHEET E200) MIRROR BY TENANT G.C. FRENCH CLEATS, HARDWARE SUPPLIED BY MANUFACTURER PREFABRICATED WOOD BOX FLUORESCENT LIGHT FIXTURES STAGGERED, COVER WITH PROTECTIVE SLEEVE--- ell STUDS @ 12" 0.C. AT REAR WALL (TYPICAL AT ALL FITTING ROOM MIRROR LOCATIONS) RECEIVED JUL 08 2011 1‘.4 PERMIT CENTEF FRENCH CLEATS BY VENDOR 1/4" PLATE GLASS MIRROR (SUPPLIED BY TENANT GC) ADHERED ON 3/4" PLYWOOD HARDWOOD EDGE MILL) CLIP @ BOTTOM OF MIRROR - SUPPLIED BY TENANT PLAN VIEW ENLARGED FITTING R Iry M PLAN SCALE 1 /9 "_1,_n„ 1 FITTIN M MIRR R ETAIL SCALE 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c o_ o a) 0 8 (,) -5 CD 0 LO (1) (0 • • 1-4-C Lil Lll ce 2 (6 0 z 0 0 ct z > 17- L±1, w AAD:FITCH dba FITCH Nodh Rotted* Reed, 011101115 Scottsdale Arizona 85254 PHONE (4801 098-4200 FAX (4801 998-7228 wwaltbdacom KEVIN T. EVERNHAM STATE OF WASHINGTON 5/24/2011 SCALE: DRAWN ESY: AS NOTED A 5 0 1 c,_, PROJECT No.: 0 i co cv sic 11' -10" 4 -5" 3' -0" 4-5" CREDIT CARD SIGN 1-LC. ACCESSIBLE CASK WRAP STATION CASH WRA BACK WRAP O N N / N / N / x / N / N / N / \ \ O 1 1 I O O 1-LC. ACCESSIBLE CASK WRAP STATION CASH WRA BACK WRAP 2' -3 1/2" 7' —3" H-CREDIT GARD SIGN j, 21-3 1/2" EMPLOYEE SIDE OF CUSTOM BACK WRAP FIXTURE BY FIXTURE MANUFACTURER. O / 0 • 0 O 0 0 0 J 1 -Iii -1l 4 SCRIBE BASE TO FLOOR (TYP ENTIRE FIXTURE) EMPLOYEE SIDE OF CUSTOM CASH WRAP FIXTURE BY FIXTURE MANUFACTURER. • • CUSTOM CASH WRAP FIXTURE BY FIXTURE MANUFACTURER; SHOWN DASHED - COORDINATE WITH ELECTRICAL DRAWINGS —. di O'- 0" A.F.F. FINISH FLOOR CREDIR CARD SIGN (1/2" FROM TOP AND FROM EDGE) (SEE A100) 36" MIN. MAXIMUM SIDE REACH OVER OBSTRUCTIONS v- m CUSTOM BACK WRAP UNIT BY FIXTURE MANUFACTURER. A H A LA SCALE 1/2 " =1' -0" A A F- E E AI SCALE 1/2 " =1' -0" A A E E \f A • SCALE 1/2 " =1' -0" A A S P •1 SCALE 1/2 " =1' -0" S 1.7 SCALE 1/2 " =1' -0" S F SCALE 1/2 " :1' -0" �ll SCALE 1/2 " =1' -0" i )11 SCALE 1/2 " =1' -0" REV br.., tii a CODE OOP.9sNCE APPROV'n0 AUG 1 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER N!T USE SCALE 1/2 " =1' -0" T USE SCALE 1/2 " =1' -0" USE �1 I SCALE 11 1/2 " :1' -0" SE SCALE 1/2 " :1' -0" 12 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. is 'Q cT3 2 o a_ 0, o L-- -I-E° a) co ci) 0 U O u) O O LO U) CO F- Z 0 U W cf) Z Q Z � Q a" Z 0 O Q z> Q U W AAD:FITCH dba FITCH Kevin T Evemham RA AIA. 18435 Myth 8athdds Road, Stile 785 ecottedis Arbon. 85254 PHONE 1480) 998-4200 FAX 1480) 008 -7225 vwi 8lchccm KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A502 DRAWN BY: Cl-1 SHEET: PROJECT No.: PSN -10 -016 CREDIT CARD SIGN 1 I O O 2' -3 1/2" 7' —3" H-CREDIT GARD SIGN j, 21-3 1/2" EMPLOYEE SIDE OF CUSTOM BACK WRAP FIXTURE BY FIXTURE MANUFACTURER. O / 0 • 0 O 0 0 0 J 1 -Iii -1l 4 SCRIBE BASE TO FLOOR (TYP ENTIRE FIXTURE) EMPLOYEE SIDE OF CUSTOM CASH WRAP FIXTURE BY FIXTURE MANUFACTURER. • • CUSTOM CASH WRAP FIXTURE BY FIXTURE MANUFACTURER; SHOWN DASHED - COORDINATE WITH ELECTRICAL DRAWINGS —. di O'- 0" A.F.F. FINISH FLOOR CREDIR CARD SIGN (1/2" FROM TOP AND FROM EDGE) (SEE A100) 36" MIN. MAXIMUM SIDE REACH OVER OBSTRUCTIONS v- m CUSTOM BACK WRAP UNIT BY FIXTURE MANUFACTURER. A H A LA SCALE 1/2 " =1' -0" A A F- E E AI SCALE 1/2 " =1' -0" A A E E \f A • SCALE 1/2 " =1' -0" A A S P •1 SCALE 1/2 " =1' -0" S 1.7 SCALE 1/2 " =1' -0" S F SCALE 1/2 " :1' -0" �ll SCALE 1/2 " =1' -0" i )11 SCALE 1/2 " =1' -0" REV br.., tii a CODE OOP.9sNCE APPROV'n0 AUG 1 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 08 2011 PERMIT CENTER N!T USE SCALE 1/2 " =1' -0" T USE SCALE 1/2 " =1' -0" USE �1 I SCALE 11 1/2 " :1' -0" SE SCALE 1/2 " :1' -0" 12 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. is 'Q cT3 2 o a_ 0, o L-- -I-E° a) co ci) 0 U O u) O O LO U) CO F- Z 0 U W cf) Z Q Z � Q a" Z 0 O Q z> Q U W AAD:FITCH dba FITCH Kevin T Evemham RA AIA. 18435 Myth 8athdds Road, Stile 785 ecottedis Arbon. 85254 PHONE 1480) 998-4200 FAX 1480) 008 -7225 vwi 8lchccm KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A502 DRAWN BY: Cl-1 SHEET: PROJECT No.: PSN -10 -016 NTINUOUS 3 -5/8" x a TRACK WITH (1) SCREW INTO EACH ACK TRACK CONTINUOUS 3 -5/8" x 20ga TRACK WITH (2) #10 SCREW INTO EACH STUD IN EXISTIN DEMISING WALL. CONTINUE GYP BD TO TOP OF WALL CONTINUOUS 3 -5/8" x 20ga TOP TRACK WITH (1) #10 SCREW INTO EACH STUD IN EXISTING DEMISING WALL. ADDITIONAL 3 -5/8" x 20ga. CONTINUOUS STUD SECURED TO TOP TRACK AND EACH DEMISING WALL STUD AND TOP TRACK @ 16" O.C. CONTINUE 5/8" GYP SD TO TOP OF WALL. 3 -5/8" X 2 a STUDS ANC F BRACE TO S F ABOVE (NOT AT 48 "0.C.M DETAIL 9/A403 1X6 POPLAR EDGING (PROVIDED AND INSTALLED BY TEN G.C.) AT TOP OF WALL (PAINT P -1) WALL MOUNTED (BOTTOM @ 12' -6 G.C. TO PAINT TO SURROUNDING ARE MERGENCY LIGHT A.F.F.) TENANT MATCH WALL MOUNTED EMERGENCY LIGHT (BOTTOM @ 12' -6" A.F.F.) TENANT G.G. TO PAINT TO MATCH SURROUNDING AREA. 8" X 16ga. METAL JOISTS @ 16" O.G. SET DIRECTLY OVER WALL STUD (SEE A300 FOR JOIST DIRECTION) WITH 5/8" GYP. BD. EACH SIDE. TENANT G.C. SHALL PROVIDE AND INSTALL 3/4" F.R.T. PLYWOOD ON TOP SURFACE. 8" X 16ga. METAL JOISTS @ 16" O.C. SET DIRECTLY OVER WALL STUD (SEE A300 FOR JOIST DIRECTION) WITH 5/8" GYP. BD. EACH SIDE. TENANT G.C. SHALL PROVIDE AND INSTALL 3/4" F.R.T. PLYWOOD ON TOP SURFACE.—i 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" METAL STUDS @ 16" O.C. 8" X 16ga. METAL JOISTS @ 16" O.C. SET DIRECTLY OVER WALL STUD (SEE A300 FOR JOIST DIRECTION) WITH 5/8" GYP. BD. EACH SIDE. TENANT G.C. SHALL PROVIDE AND INSTALL 3/4" F.R.T. PLYWOOD ON TOP SURFACE.—i O 12' -0" A.F.F. TENANT G.C. SHALL PRO AND INSTALL SOUND ATTENUATION BATT INSUL IN STUD CAVITIES WHEN SP OPPOSITE DEMISING WALL I! OCCUPIED BY RETAIL TENAN DE ION CE TENANT G.G. SHALL PROVIDE AND INSTALL SOUND ATTENUATION BATT INSULATION IN STUD CAVITIES WHEN SPACE OPPOSITE DEMISING WALL 15 OCCUPIED BY RETAIL TENANT EXISTING DEMISING WALL RECESSED LL STAN�RD 10' -3" LONG, OVIDE TENANT, INS LED A SALES AR EXISTING WALL RECESSED WALL STANDARD 10' -3" LONG, PROVIDE BY TENANT, INSTALLED BY TEN G.C. SALES AREA TR -2 TRIM @ 12' -0" A: 1/2" TYPE 'X' GYP. BD STOCK NOTE: PER UL DESIGN 465 - (2) TWO LAYERS OF 5/8" GYP BD SHALL ACHIEVE A (1) HOUR FIRE RATING SEE A300 OSEE A300 EXISTING DEMISING WALL :..( SEE A300 (2) LAYERS CONTINUOUS 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X 20ga METAL FRAMING CONTINUOUS 3 -5/8" x 20ga TRACK WITH (2) #10 SCREW INTO EACH STUD 3 "x3" METAL CLIP AT EACH DOUBLE STUD (PROVIDED AND INSTALLED BY TENANT G.G.) TYPICAL OF (3) PER WALL STANDARD ASSEMBLY 5/8" TYPE 'X' GYP. BD ON 3 -5/8" METAL STUDS @ 16" O.0 - NON -SALES SIDE (TYPICAL / UNLESS NOTED OTHERWISE) 5/8" MOISTURE RESISTANT GYP. BD. IN TOILET ROOM AND AT ALL WALLS WITH PLUMBING FIXTURES 5/8" MOISTURE RESISTANT GYP. BD. IN TOILET ROOM AND AT ALL WALLS WITH PLUMBING FIXTURES CONTINUOUS 3 -5/8" x 20g TRACK WITH (2) #10 SC EACH DEMISING WALL S.- :W INTO D 1/2" GYP. BD. ON DO x 20ga METAL STUD (REFER TO DETAIL , LE 3 -5/8" 24" O.C. /A100) 1/2" GYP. D. ON DOUBLE 3 -5/8" x 20ga METAL STUD @ 24" O.C. (REFER TO DETAIL A /A100) RECESSED WALL STAN 101 -3" LONG, PROVIDE TENANT, INSTALLED is 90 MINUTE 'B' LABEL METAL DOOR AND WELDED METAL FRAME (PROVIDED AND INSTALLED BY TEN G.C. TOILET ROOM OR HALLWAY TOILET ROOM OR HALLWAY TOILET ROOM OR HALLWAY 3 -5/8" X 16ga METAL STUDS @ 16" O.C. (USE 6" STUDS @ WALLS WITH PLUMBING FIXTURES) STOCK ROOM Qlp SEE A300 5/8" MOISTURE RESISTANT GYP. BD. IN TOILET ROOM AND AT ALL WALLS WITH PLUMBING FIXTURES TOILET ROOM OR HALLWAY 3 -5/8" X 16ga METAL STUDS @ 16" O.C. (USE 6" STUDS @ WALLS WITH PLUMBING FIXTURES) 3 -5/8" X 16ga METAL STUDS @ 16" O.C. (USE 6" STUDS @ WALLS WITH PLUMBING FIXTURES) CONT. 20ga BOTTO WITH 'NILTI' DN 0 SHOT PIN INTO S, 24" O.C. (ICC 2 TRACK DS AB AT CONT. 20ga BOTTOM TRACK WITH 'NILTI' DN OR DS SNOT PIN INTO SLAB AT 24" O.G. (ICC 2269) CONT. 20ga BOTT , 'NILTI' DN OR D SLAB AT 24" 0. REAR SERVICE CORRIDOR HALLWAY CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269)- CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269)—\ B -1 BASE B -1 BASE B -2 BASE B -I BASE EXISTING CONCRETE SLAB (SEE A200 FOR FINISH) i B -2 OR 8 -4 BASE 8 -2 OR 5 -4 BASE B -2 BASE CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269) B -2 OR 5 -4 BASE 5-1 BASE SALES AREA FURRING WITH VOID SPACE AT EXISTING DEMISING WALL SALES AREA FURRING AT EXISTING DEMISING WALL SALES /NON -SALES WALL REAR SERVICE DOOR VESTIBULE TOILET ROOM /HALLWAY PARTITION TOILET ROOM /HALLWAY PLATFORM SEE A300 4 FITTING ROOM 3B TOILET ROOM /HALLWAY AT FITTING ROOM SCALE WALL E SCALE SCALE SCALE SEE A300$ SEE A300� SEE A300 . SEE A30 SEE A300 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" METAL STUDS @ 16" O.C. EXISTING DEMISING WALL. TENANT G.C. TO PATCH AND REPAIR (AFTER DEMOLITION) AS REQUIRED TO MAINTAIN (I) HOUR FIRE RATING 5/8" TYPE 'X' GYP. SD. OVER 3 -5/8" METAL STUDS @ 16" O.C. EXISTING DEMISING WALL. TENANT G.C. TO PATCH AND REPAIR (AFTER DEMOLITION) AS REQUIRED TO MAINTAIN (I) HOUR FIRE RATING 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" METAL STUDS @ 16" O.C. 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" METAL STUDS @ 16" O.C. OSEE A300 5/8" TYPE 'X' GYP. BD. OVER 3 -5/8" METAL STUDS @ 16" O.C. 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" X 20ga METAL STUDS @ 16" O.C. (TYPICAL UNLESS NOTED OTHERWISE) TOILET ROOM OR HALLWAY FITTING ROOM FITTING ROOM SALES AREA FITTING ROOM STOCK ROOM FITTING ROOM FITTING ROOM FITTING ROOM ALCOVE 5/8" MOISTURE RESISTANT GYP. BD. IN TOILET ROOM AND AT ALL WALLS WITH PLUMBING FIXTURES TENANT G.C. SHALL PROVIDE AND INSTALL SOUND ATTENUATION BATT INSULATION IN STUD CAVITIES WHEN SPACE OPPOSITE DEMISING WALL IS OCCUPIED BY RETAIL TENANT 5/8" TYPE 'X' GYI. BD 5/8" TYPE 'X' GYP. BD 5/8" TYPE 'X' GYP. BD 5/8" TYPE 'X' GYP. BD 3 5/8" X 16ga METAL STUDS @ 16" O.G. (USE 6" STUDS @ WALLS WITH PLUMBING FIXTURES) 3 5/8" X 16ga METAL STUDS @ 16" O.C. 3 -5/8" X 16ga METAL STUDS @ 16" O.C. 3 -5/8" X 16ga METAL STUDS @ 16" O.C. CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269) CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SWOT PIN INTO SLAB AT 24" O.C. (ICC 2269) CONT. 20ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269) CONT. 'NILTI' SLAB f 1 a BOTTOM TRACK WITH N OR DS SHOT PIN INTO T 24" O.C. (ICC 2269) —\ 5 -2 OR 5-4 BASE B -1 BASE B -I BASE CONT. 16ga BOTTOM TRACK WITH 'NILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.C. (ICC 2269)- 5 -1 BASE BASE TOILET ROOM /HALLWAY AT EXISTING DEMISING WALL A 3A 700 FITTING ROOM AT EXISTING DEMISING WALL FITTING ROOM AT STOCK ROOM FITTING ROOM PARTITION 1/2" GYP BD. ON 3 5/8" METAL FRAMING (PAINT P -4) ABOVE TRIM TR -2 TRIM BOTTOM @ 12' -0" A.F.F. (P -4) 1/2" GYP. BD. ON 3 5/8" METAL FRAMING (PAINT P -1) BELOW TRIM TR -1 TRIM S' -O" 4 in POPLAR BY G.C. (PAINT P -1) SALES AREA TR -I TRIM (BEYOND) LINE OF EXISTING CONCRETE SLAB 0' -0" TOP OF FINISHED FLOOR FITTING ROOM PASS - THROUGH 10( CODE CQ PLANCE APPROVED, AUG 1 2011 City ef BUILTING or ns o RECEIVED JUL 08 2011 PERMIT CENTER WALL SECTION I I 8 WALL SE TI ®N I 1 _1 0 SCALE WALL SE's TI ISCALE 1" =1' -0" ALL SE TI Ram WALL SECTI N SCALE 1 " -1' -0" WALL SE ISCALE 1 " -1' -0" 1 530 pAcsu11. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. .� 0 (i) i � L._ a) a) U -IE1 4-S U O (i) O 0 LO U) CO 1— 0 4-• co (%1 Z 0 Ow J AAD:FITCH dba F I TC H Kevin T Evernhem RA AIA 11485 North Scottsdale Rood, Sono 115 Scottsdale Arizona 85254 PHONE (480) 098 -4200 FAX (480) 008 -7228 wwn.Rtch.com KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A600 DRAWN SY: Cl-I SHEET: PROJECT No.: PSN -10 -016 0 0 1- w w w w N ei w 0 w 12" MIN 14 (SEE SHEET A100) I I L i F z ■ CORNER GUARD VENDOR: THE CORNER GUARD STORE I -800- 516 -4036 www.thecornerguardstore.com NOTE: COLUMN FINISH TO BE P -I TYP. (SEE SHEET A200, MATCH TO ADJACENT WALLS) 3 5/8" X 20ga METAL STUDS AS REQUIRED. 5/8" TYPE 'X' GYP BD. BELOW EXISTING STRUCTURAL COLUMN; NEW ENCLOSURE TO EXTEND TO CEILING OR 12' -4" A.F.F. AT OPEN CEILING. COLUMN TO BE EXPOSED ABOVE CEILING OR 12' -4" A.F.F. (CONTINUE ENCLOSURE AS REQUIRED FOR FIRE RATING) VOID SPACE (TYP) 48" x 1 1/2" x I 1/2" - 90 °, 16ga, TYPE 304, STAIN #4 FINISH, NSF CERTIFIED, STAINLESS STEEL CORNER GUARD WITH ROUNDED CORNERS. PROVIDED AND INSTALLED BY TENANT GC 2 (TYP OF (.4) PER COLUMN) A 700 CORNER GUARDS TO BE INSTALLED WITH LIQUID NAILS AND CAULKED AROUND ALL EDGES WITH CLEAR CAULK. TYPICAL COLUMN ENCLOSURE DETAIL SCALE 3 " =1' -0" 1 EXPOSED EXISTING STRUCTURAL COLUMN TO DECK ABOVE (EXCEPT AS REQUIRED) 12' -0" A.F.F. T.O. COLUMN ENCLOSURE CORNER GUARD VENDOR: THE CORNER GUARD STORE 1-800-516-4036 w w w . t hec ornerg uard store . corn CORNER GUARDS TO BE INSTALLED WITH LIQUID NAILS AND CAULKED AROUND ALL EDGES WITH CLEAR CAULK 48" x 1 1/2" x 1 1/2" - 90 °, I6ga, TYPE 304, STAIN #4 FINISH, NSF CERTIFIED, STAINLESS STEEL CORNER GUARD WITH ROUNDED CORNERS. PROVIDED AND INSTALLED BY TENANT GC (TYP OF (4) PER COLUMN) COLUMN ENCLOSURE OVER EXISTING STRUCTURAL COLUMN. TENANT GC SHALL PROVIDE AND INSTALL FRAMING AND GYP BD (IF NOT EXISTING) FROM FINISH FLOOR TIGHT TO CEILING ABOVE. IF NO CEILING IS SPECIFIED, COLUMN ENCLOSURE SHLL EXTEND TO 12' -4" A.F.F. IF STRUCTURAL COLUMNS SHALL BE FIRE RATED, THE FIRE PROTECTION SHALL EXTEND TIGHT TO DECK ABOVE. IF COLUMNS ARE NOT REQUIRED TO BE FIRE RATED THE COLUMN SHALL BE EXPOSED ABOVE 12' -4" REFER TO SHEET A100 FOR FIRE RATING OF COLUMN ENCLOSURE B 1 P 4 TYPICAL COLUMN ENCLOSURE DETAIL SCALE 9 CORNER GUARDS TO BE INSTALLED WITI -I LIQUID NAILS. CAULK AROUND ALL EDGES OF CORNER GUARD WITI -I CLEAR SILICONE (TYP.) 48" x 1 1/2" x 1 1/2" - 90 °, 16ga, TYPE 304, STAIN 144 FINISH, NSF CERTIFIED, STAINLESS STEEL CORNER GUARD NITH ROUNDED CORNERS. PROVIDED AND INSTALLED TENANT GC T LED BY TE T G (TYP OF (4) PER COLUMN) 1 1 /2" METAL CORNER GUAR DETAIL SCALE 1'- 0 " =1' -0" 2 ihth. ...nn1Ifl►M% SCREW LADDER HOOK INTO 2X4 POPLAR STRAPPING FULL DEPTH OF THREADS (PRE -DRILL HOLE); PAINT P -1 STANLEY 75 -1054 STEP LADDER HOOKS OR TENANT APPROVED EQUAL (TYPICAL OF 2 PER LADDER) LADDER HOOK DETAIL SCALE 1 1/2 " =1' -0" 6 EXISTING DEMISING WALL 5/8" TYPE 'X' GYP BD (1/2" GYP BD @ RECESSED STANDARDS) METAL STUDS BY TENANT G.G. SEE SHEET A600 FOR SIZE AND SPACING INSTALL SELF - TAPPING #10 TEK SCREWS EACH FLANGE OF STUD AT BOTTOM (AND TOP) TRACK AS ILLUSTRATED CONTINUOUS BOTTOM TRACK 'HILTI' DN OR DS SHOT PIN AT BOTTOM TRACK TO SECURE TRACK TO CONCRETE SLAB (INSTALL PER METAL FRAMING MANUFACTURER'S INSTALLATION MANUAL) C3A)WALL FURRING ROT I OM TRACK CONNECTION DETAIL SCALE 3 " -1' -0" 3 5/8" TYPE 'X' GYP BD FRP J -MOLD TRIM CONTINUOUS ACROSS TOP EDGE AND ANY EXPOSED VERTICAL EDGES 41-2" A.F.F. #8 x 1 1/4" OVAL PHILLIPS HEAD SELF DRILLING SCREW WITH INTEGRAL COUNTERSINK WASHER, ZINC FINISHED AT EACH METAL STUD OR FURRING (TYPICAL x 2 PER STUD /FURRING) 48" HIGH, 20ga GALVANIZED SHEET METAL PANELS TO BE INSTALLED PRIOR TO BASE; INSTALL PANELS WITH CONSTRUCTION ADHESIVE 0 I +1 N o� 0 N B -2 BUTT -JOINT HALLWAY GALVANIZED WALL PANEL DETAIL SCALE 1/2 " =1' -0" NOT USED SCALE 10 NOT USED SCALE raFraff En' 11 NOT USED SCALE 1 " :1' -0" NOT USED SCALE 1/2 " :1' -0" 8 D UU( \:(9w VA6 �i". F'. CO PP� An° , AUG 1 2011 City of Tukwila kw l BUILDING D?V SlON RECEIVED JUL 08 2011 PERMIT CENTER NOT USED SCALE iraMilEna 12 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. U1 J W D Z 0 U Z 0 U AAD:FITCH dba FITCH Kevin T Evernham RA AIA 16185 North Scottaddo Rood, 8o(b 165 8cothdds Arlmn. 85254 PHONE (480) 998 -4200 FAX 1480) 998 -7228 rwor.Rtchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A7 0 0 DRAWN BY: CI-1 SHEET: PROJECT No.: PSN -10 -016 I I ■ AAD:FITCH dba FITCH Kevin T Evernham RA AIA 16185 North Scottaddo Rood, 8o(b 165 8cothdds Arlmn. 85254 PHONE (480) 998 -4200 FAX 1480) 998 -7228 rwor.Rtchcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A7 0 0 DRAWN BY: CI-1 SHEET: PROJECT No.: PSN -10 -016 530 PRcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. io 'Q 2 o cp. o (1) (i) 'El 5, � U a, ±E. U O (f) O C/)(DF- AAD:FITCH dba FITCH Kevin T Evernham RA AIA 18435 North Soothed* Road Sub 195 8eokbdth Arizona 55254 PHONE 1480) 998 -4200 FAX 14801 998-7223 mntifRchoom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A7 0 1 DRAWN BY: Gl-I SHEET: PROJECT No.: PS N-10-016 k04 i II k04 I Ill SALES AREA I ENTRY SALES AREA HALLWAY POLISHED CONCRETE FLOOR WITH SEALER (G.C. SHALL INSTALL TOPPING TO SLOPE MALL TILE TO EXISTING SLAB, NOT TO EXCEED 1:20 SLOPE) DOOR IN CLOSED DOOR IN CLOSED F -3 POSITION a, POSITION F -1 T-1 F-1 1 410 1 �,,,,,,,,,,,,,,,,,,/ EXISTING CONCRETE SLAB r,,,,,,,,,,,,,,,,, 1/8" - 1/4" MAX EXISTING CONCRETE SLAB— RECESSED FLOOR STRIKE FLOOR TRANSITION MUST BE FLUSI -I. VINYL OR RUBBER REDUCER STRIPS NOT PERMITTED IN CUSTOMER AREAS. MAY USE METAL TERRAllO STRIPS. CONCRETE FLOOR TO V.C.T. .C.T. TRANSITION CALE CONCRETE TO MALL TRANSITION SCALE � ► T USE* SCALE • ► '•! T USED SCALE E ,f L� 6 „_1 »_0„ 6 „_1 „_0„ 6 " =1' -0” 6"=1'-0” 3 5/8” x •go METAL STUD • 16" OC. TOILET ROOM HALLWAY F.R.P. PANEL (SEE DETAIL 14/A702) 2" X I/2" MARBLE 611 WIDE X 20go MM) CONT. ` F.R.P. TRIM - DIVISION BAR (SILVER FINISH) "GREEN- MALL CORRIDOR / I / Ay I / / ���� / / / / 5 / HALLWAY - (.0359 S1 -IEET METAL BACKING ATTACHED FRAMING TO GYP SYSTM. I DOOR DOOR JAMB ® i SEE A300 :.:. •. BEHIND NDMALL LIG TE G TRACK FOR LENGTH OF TRACK) K GYP BD SOFFIT - s i DOOR IN CLOSED POSITION x _ F 4 = ao -L- T _ THRESHOLD PIECE STRIP CENTERED UNDER DOOR. _ F 3 THRESHOLD MOISTURE RESISTANT BOARD" SHALL BE USED AT TOILET ROOM WALLS CONTINUE SHEET VINYL FLOORING 6" UP WALL „ , , ` 5/8 TYPE 'X' GYP BD SOFFIT. SEE SHEET A300 ' 4 ' TRAC SYSTEM ATTACHED MAX. SLOPE 2 CAULK . TO CREATE WATERPROOF PAN. TENANT G. G SHALL INSTALL RUBBER "ICE GUARD" IN CORNERS PRIOR TO INSTALLING SHEET VINYL, THEN "WELD" VINYL CORNERS WITH ADHESIVE ON BOTH SIDES OF SURFACE TENANT G.G. SHALL INSTALL MORTER IN TO UNDERSIDE OF GYP BD CEILING WITH #8 SELF TAPPING SCREWS @ 24" OC. C' LIGHT FIXTURE, 2 2 4 ■- 1 1 i�irii�iiii�► X44.( ��� �������� / /��� �j j/ /z V ;�, • ∎ ∎ ∎ ∎ ∎� ° • . . 2 a° EXISTING CONCRETE SLAB SEE SHEET E300 . ° a g a� .• 8 ° a ° a - NOTE: THE FLOOR OF LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOOR - WAY. CHANGE IN LEVEL..-<:-<;<>, BETWEEN 1/4" AND I/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. ' BOTTOM CORNER TO ..<.. PRODUCE I" RADIUS COVE _ : >- :. ><< <:,:, >- <- <;-<,:< <: - >;-; /11141 SHEET VINYL TO .T. TRANSITION SCALE RRID; !T T. T A N S I T I N FLOOR SHEET VINYL COVE BASE DETAIL 1 SCALE ILING M' U TE® TRACK LIGHT -' €TAIL SCALE , 6"=1"-0" 0".1,-0" 3 " =1-O" ATTACHED TO SYSTEM. LIGHTING OF TRACK.) BD. GRID 'X' GYP. SHT. A300 B.D CEILING SCREWS @ SEE SHEET ACCESS PANEL FRAME, BY MFR. RUN FLEX CONDUIT TIGHT TO ROD, WHERE OCCURS (UP TO DECK ABOVE) 3/8" DIA THREADED ROD ; ,!__ ' �- UNISTRUT P2682 BEAM CLAMP °f WITH UNISTRUT P2677 HANGER Q HANGER WIRE (TYP.) X 20GA CONTINUO = 18" X 18" FIBERGLASS DROP -IN CONTINUOUS NI U STRUT - HANGER N - (TYP.) °/ �� DOOR PANEL 3 5/8 METAL STUD `� �, 6" 6" WIDE (.0359) METAL BACKING ATTACH TO SHEET MET G T T GYP BD. FRAMING SYSTEM. • ATE BEHIND ALL LIGHTING TR FOR LENGTH OF TRACK.) UNISTRUT P2679 -6 SNIVEL NUT P- 1000 -20GR 1-15 G1- IANNEL 2H 3/8 ETAL SHIM BD. FRAMING FRAMING ` ` r LIGHT TRACK, SEE SHEET E400 IIMI LOCATE BEHIND ALL �. TRACK FOR LENGTH RUN FLEX CONDUIT TIGHT TO ROD, HERE OCCURS , W Q 3/8" THREADED SUSPENDED DRY L GRID SYSTEM h LIVE END OF TRACK TO BE FLUSH WITN UNISTRUT. DIA. ROD @ 48" O.C. '� MAX. SECURE TO STRUCTURE ABOVE SUSPENDED GYP. S SYSTEM SEE A300 = �l a WITH ROD HANGERS ATTACH CHANNEL TO i , ` :...:� I JB SHEET METAL SCREW, 1' -6" ACCESS OPENING GYP. D. CEILIN 1� SUSPENDED 5/8" TYPE i BD. CEILING. SEE ' II ; • �_ _ 's i FIXTURE WITH 3/8" R.H. SCREWS WITH WASHERS AND HEX NUTS, TWO ATTACHMENTS _ w� • ' 300 �' i+ ` D. C� ING . •� _ 12 0 A.F.F. ____ PER PER 4' FIXTURE AT 24" O.G. 24" 24 ROUGH OPENING Nt D TYPE 'X' GYP. D. L . SEE SHT. A300 .4611111 RECESSED TRAC SYSTEM ATTACHED TO GYP. W /'I #8 SELF TAPPING 24 O.C. CONTINUOUS UNISTRUT P- 1000 -20GR TYP. CENTERLINE OF METAL FILL, TAPE AND SAND SMOOTH � STUD BLOCKING ABOVE, AT JOINT BETWEEN FRAME AND TYP. B.O. TRACK Q "-\,...,,,\...,,,,, .'- \...,,.\,.,.- \„....,,. \,�2 r t CHANNEL, 20' -0" LENGTHS MAX. (USE UNISTRUT P2900 CHANNEL JOINER TO JOIN CHANNEL ENDS) 'C' TRAC SYS ATTACHED TO UNDERSIDE 0 YP. B.D CEILING W/ #8 SELF TAP' G SCREWS @ 24" O.G. 'G' 'C' DRYWALL, TYP. LIGHT FIXTURE, SI/ E300 4 t-�. ;,,` l' EWE , O LIGHT FIXTURE, SEE ET ACCESS PANEL MANUFACTURED BY: INTEX FORMS INC 510 887 -8000 18 x 18 GFRG FIBERGLASS ACCESS PANEL 12 "X12" GFRG FIBERGLASS ACCESS PANEL r n�� q CODE OW l;JANCE APPROVED AUG 1 n 2011 E300 `♦ PAINT THREADED RODS CONDUIT AND VISIBLE � COMPONENTS TO MATCH CEILING (OR OPEN DECK) FINISH. LIGHT FIXTURE SEE SHEET A300. 1 2V NOTE: THIS ACCESS PANEL IS NOT TO BE USED IN FIRE -RATED LOCATIONS. City of Tiftwk ELUDING', DM& O N " CESSED TRACK LIGHT DETAIL SCALE `' SUSPENDED TRACK LIGHT DETAIL SCALE -ICING MOUNTED TRACK LIGHT DETAIL SCALE, CEILING ACCESS PANEL SCALE 112 3"=1"-0" „ „ „ 3.1 • 1.1 0 "U "BOLT 1/2" EMT. COMP. STRUT IGHT TO STRUCT. ABOVE. PESSION STRUT REQ'D. AT . • . SEISMIC RESTRAINT •�.G. ANCHOR TO -- STRUCTURE • %sVE. o 1 v d co d. ° (2) P2786 BEAM CLAMP INCLUDED " " ° EXISTING MALL STRUCTURE e. Li. ° • ° o , GOMPRE ° ° :. mow' "" ° ° a a °° ° ° ° = ON STRUTS @12' • n @12 • O.C. EA. WAY © P1579 - 90° FITTING ATT. TO EXISTING CONCRETE STRUCTURE W/ (3) 3/8" 4 2" LONG ADHESIVE ANCHOR (EPDXY SET) 4" P5500 I -5/8 X 2 -7/16 X 4 12 A. CHANNEL - 12' -O" EA. WAY. Q —� z 1 1/2" C.R. C1- IANNEL E 48" O.G. �. �� �� �� 5/8A TYPE X GYP. U r BOARD WITH TAPE JOINTS HANGER h>_h�r� ®�i� ® -TIE n n P1000 1 -5/8 X 1 -5/8 12 GA. CHANNEL B-B ■ ��� 5 GA. RTICAL WIR- @ 48" O.C. EA. WAY. � - Mr 3/8" MIN. CLEAR v CROSS RUNNER OR MAIN RUNNER _� �/ � EXISTING METAL DECKING CONNECT TO ANGLE FITTING W/ HTHR037 -- °-' ° �z PLAN ~� w lir �rl� 1� ��— 1r� 3/8" DIA. THREADED ROD, ATT. W/ (2) ` � ® SASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOCK NUT AFTER CEILING IS LEVELED �'�� mu HHXN037EG 3/8" HEX NUT, HFLW037EG 3/8" Al ' FLAT WASHER AND HLKW037EG 3/8' FOP- III EXISTING JOIST ■ SHAKERPROOF LOCK WASHER 'AT MI ■ rah ��� Era ■� �! �8" 41- 0 14� E® RECEIVED / P1000 I -5/8" X 1 -5/8" 12 GA. CHANNEL Ilk IIIII 9 GA. DI AG. WIRE BRACING W/ D� �i ► b ' ' I � ®� 3/4" EMT (4) 8 GA., 45° SPLAY WIRES 12' 0" O.C. EACH WAY. -.- MAX. ■ iMg — — IAIASH::7:L:/:0::X°:NIT 1. � WASHER AND WIRE ROPE CLIPS J .. ui� � ON EAA I _ 1 MI 45' ,' •�' PMIT CENTER P283 FLAT PLATE FITTING H ~ � " P263 FLAT PLATE FITTING �� • SU SP QED CEILING MIN. 8 GAUGE WIRES. P5500 I -5/8" X 2- 7/16" X 4" 12 GA. CHANNEL NOTE: DETAILS 17, 1q AND 20 GENERIC, REFER TO A502 FOR EXACT UNISTRUT AND THREADED ROD LOCATIONS �� @ 48" O.G. MAX. I HTHR037 3/8" DIA. THREADED ROD ATT. W/ (2) HHXN037EG 3/8" HEX NUT W/ HFLW037EG 3/8" FLAT HTHR037 3/8" DIA. THREADED ROD @ 48" O.C. MAX. ATT. W/ (2) HHXN037EG 3/8" HEX NUT W/ HFLW037EG 3/8" FLAT WASHER AND HLKW037EG 3/8" SHAKERPROOF LOCK WASHER �- WASHER AND HLKW037EG 3/8° SECTION A -A SECTION B-B NOTE: SHAKERPROOF LOCK WASHER ELEVATION h FINISH FLOOR . TE TIE 0 ADJACENT WALL ATTACH TO TOP JOISTS ONLY TYPICAL ATTACHMENT TO STEEL JOISTS TYPICAL ATTACHMENT TO CAST CONCRETE STRUCTURE SANDED SMOOT /i 7/8" HAT IANNELS ME L G1- AT ,6" O.G. -ERPENDIGULAR TO G.R. CPA LS. RUNNERS.G MAIN CROSS r) vk `• vo i • DETAILS 17, 19 AND 20 GENERIC, REFER TO A502 FOR EXACT UNISTRUT AND TREADED ROD LOCATIONS. • VERIFY THAT THE SHOWN METHOD OF ATTACHMENT 15 ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. STRUCTURAL ATTACHMENT DETAILS SCALE 114 RUT AT GYP BD CEILING DETAIL SCALE 1 SPENDER CEILING BRACING SCALE 3"=1"-0" N.T.S. 3"=1'-0" 530 PRcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. io 'Q 2 o cp. o (1) (i) 'El 5, � U a, ±E. U O (f) O C/)(DF- AAD:FITCH dba FITCH Kevin T Evernham RA AIA 18435 North Soothed* Road Sub 195 8eokbdth Arizona 55254 PHONE 1480) 998 -4200 FAX 14801 998-7223 mntifRchoom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A7 0 1 DRAWN BY: Gl-I SHEET: PROJECT No.: PS N-10-016 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work” under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Q O 0) o L .= a) (/) .5) Ci3 8 v+Ei U O � (1) O (/) CO Z O Q <Ui >o ELI z wQ w v� Qz �o Z w Z cn AAD:FITCH dba FITCH Kevin T Evernham RA AIA 74485 Nth acofadis Road Sono 145 Scottsdale Arizona 85254 PHONE 14801 098 -4200 FAX 14801 998 -7223 wawiltdLcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A 7 0 2 DRAWN BY: 0-1 SI -IEEr: PROJECT No.: PSN -10 -016 ' 19" MAX `- wh `v,.a• \a,.a...\,,.a..v� `.a..h�,,.a.. SEE A100 .. ry ,a.+v\,,.a..v SEE A100 v\,,N.,�,,a..h .v`,,.a.. `, ,... `,.•^ / I \ CALIFORNIA EXCEPTION: TOILET ROOM DOOR SYMBOL SIGNS ARE TO THE RIGHT OF THE DOOR IN CALIFORNIA. of sYM c. u 2 TENANT G.C. TO GUT CORNER OF SHELVES ABOVE AT 45 ON EXPOSED EDGE AND PAINT P -1.. ) i \ �iin }}�.•- vJi::'•: is •: :.� ..,t.. .v��;.ryv;. .: ....... is i- i'': ?: ?..v:.}•- vnt.:.v:.t.: in•.:vJi::i:•ivisi;J:t::tiit ?i s�j?<?± vt: Yi: ::':: ?i;:ii::i ?iJ`viv`:: ?v`;::: :.ii {iTiiiii >. iv?n:� ?:iOXi.�.:?:ji:i.:nid ? ? }: m:.v ?•.i:: ?.i ?.v'TiT : :::•: ii�:•:ixJ:i.:i >.i ;�J:t}i ?i? :::::: ::.... :..,.,. ?::::::. 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TOILET FIXTURE. SEE SHEET P100 FOR >:.i:.i: ? �J 15 I,. I \ - \I 1211... \ 3 �, r < r � 30" 48 X 30 LR FLR CLR t H.C. DRNIKING FOUNTAIN. SEE SHEET P100 FOR SPECIFICATIONS. < .... ..a.. ..a.. ..a. ..a. ..a, .a., ..aa. � ��wr_. I u 3 MIN' j z - 0 :.'T., \ -42" GRAB BAR • ;::;,i -6 ::, t �� '5 _ ?± y 1 < >: ?• :.t •• t > <:: '` " "``' ': �•� •� ..•.•? ; ><' >.' / TENANT G.C. TO PROVIDE AND INSTALL F.R.P. WAINSCOT 48" HIGH AT DRINKING FOUNTAIN SURROUND. SPECIFICATIONS. \ _? - >: @ 2 —9 A.F.F. - 0 .9 - 0 . — 5t _oil . 70 ' <� ' < G 01 X 4 E `' - tL 0 i— Q _ W - N J � U I – o GG 5 L W --1 m co co LL O r t{' '''''' MI=N WOMEN 4 > >�:> ' "'``' kv�}�v� > >y 'lam � Z � = 4 W U P„5N -I Si in LL 0 a- Z - __ O co m 00 DRINKING FOUNTAIN NOTE: \ CLR FL B MOP SIN SHEET SEES 100 FOR '— I FL OR DRAIN, SEE B /� I_ _ UNISEX 1 IEN WOMEN NOTE: GRADE 2 ACCESSIBILITY SYMBOL DOOR SYMBOL SHALL BE WHITE LETTERS WITH BRAILLE TO BE MOUNTED AT UNLESS REQUIRED OTHERWISE. LAVATORY ENTRANCE TO BE 1/4" THICK DOOR SYMBOLS DOOR SYMBOL DETAILS z - = �o HEAVY DUTY SURFACE MOUNTED STANDARDS AND SHELVING ABOVE. ��I y .` <:' i >.;. € :�;: <: :'' l' I 1. TOILET ROOM BLUE BACKROUND 2. ALL SIGNAGE TOILET ROOM _ J ` 5 SPECIFI TIONS. _ � L 5 < >.< >. AA A . 7p 1 SH ET P100 FOR SP IFICATIONS. I ,C 70 itt ><: "`" �SIM D _ 60 X 56 CLR FLR 11 �-36" @ GRAB BAR 2'-q' A.F.F. \ °' "° .. . : <o's ' <`U TEXAS EXCEPTION: e 8 ON 8 ON ,------N �� '' ;`• +�•``• <:``•ti is <' O �� m STRIKE SIDE STRIKE SIDE C F SYMBOL Q - H.C. LAVATORY FIXTURE WI H 18" 36" MI O T X RR R '' I 1 I I Q J �J " 30" 48 X 30 D -6 D -6 1' -4" 1' -5 5/8" 1' IF THE DRINKING FOUNTAIN IS LOCATED IN THE PATH OF -4" �� TRAVEL, A TEXTURED AREA I -0 AROUND THE FOUNTAIN, r r 6, V 6. N 0 6 ' - N q OF SYMBOL N N CLR FLR ABOVE. SEE SHEET P100 FOR SPECIFICATIONS. \ CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. BUBBLER _ o _ o _ 0 - z = o - W co \ [I] - \ Q �.- IS TO ACTIVATED A HAN ICA USH A ON ON T BY HANDICAP P BAR FRONT FACE OF UNIT DRINKING FOUNTAINS ARE TO BE LOCATED WITH ALCOVES AS NOT IN H CORRIDOR WA O S SO S O TO O DO T L VE T T BE THE RR R LK � t_ DRINKING FOUNTAINS MUST BE APPROACHED FROM THE FRONT. WATER COOLER SHALL CONFORM TO ACCESSIBILITY (p REQUIREMENTS. i:4: ': gm Vii;:::: ? ::::::::::::::::::::.v ; ... .a.. .... .aa, ..a. ..... .... UNISEX MEN WOMEN NOTE: N TOILET ROOM SYMBOLS TO BE INSTALLED BY TENANT G.C. PER DETAIL 4 ON THIS SHEET. 1. TOILET ROOM DOOR SYMBOL SHALL BE WHITE LETTERS WITH UNISEX MEN WOMEN — "` ?' \ I N 30" MIN. Jr BLUE BACKROUND UNLE:RI S REQUIRED OTHERWISE. ALL NOTE: BE WHITE REQUIRED 2. SIGNAGE TO BE /4" THICK 3. PROVIDE SIGN WITH AISED LETTERS (1/32 "), ACCOMPANIED I• TOILET ROOM DOOR SYMBOL SHALL BY GRADE 2 BRAILLE I COMPLIANCE WITH ADA AND ANSI A LETTERS WITH BLUE BACKROUND UNLESS OTHERWISE. 117.1 STANDARDS. 2. ALL SIGNAGE TO BE 1/4" THICK TOILET ROOM DOOR SYMBOLS DOOR SYMBOL DETAILS �,.. • �,.a.. ..a • �.a,.''\.aa, ..a.. .aa, `.... .aa. .aa. .... .... ..a, ..a...'..aa. .aa. .aa. .,a. �,... .a.. \.... •� `..a. ..a. .aa. •� �,a... .a.. .... HI /LOW DRINKING FOUNTAIN / \ ® 11:© (INSTALLATION CLEARANCE) — .,a., .... ,a.. .aa. _... .,a. _ .. DRINKING = FOUNTAIN DETAIL SCALE TOILET ROOM ENLARGED PLAN SCALE I 3 TOILET ROOM SYRUOL DETAILS SCALE I N.T.S. 1/2"=1'-0" N.T.S. 1 NOTE: BACKSIDE OF BIN MOUNTING FLUSH TO WALL: CHARACTER WIDTH HEIGHT Z\ \� TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING BUT NOT ( ) LIMITED TO THE FOLLOWING: SP -1 TOILET PAPR HOLDER: AS SELECTED BY TENANT G.C. AND APPROVED BY OWNER SP -2 NOT USED SP -3 MIRROR: AS SELECTED BY TENANT G.G. AND APPROVED BY OWNER SP -4 GRAB BARS: AS SELECTED BY TENANT G.C. AND APPROVED BY OWNER SP -5 PAPER TOWEL DISPENSER: AS SUPPLIED BY PACIFIC SUNWEAR, INSTALLED BY TENANT G•C. SP -6 TRASH CONTAINER: "RUBBERMAIN 2952, 8 1/2 QT. BEIGE VINYL CONTAINER. (BY TENANT) SP -7 TOILET ROOM SIGNAGE SUPPLIED AND INSTALLED BY TENANT G.C. SP -8 MOP SINK 2'X2' AND 6" DEEP r ill / I' I / ,, SCREW HORIZONTAL ALONG "\ BACKSIDE OF UNIT SECURELY TO WOOD FURRING OR WALL STUDS TOP AND MIDDLE OF UNIT 2 x 4 FIRE TREATED WOOD (T . R) YP EACH GORNE \ 'y - TENANT G.G. ki41 _ : __ -. MUST BE SCREWED WALL STUD ALONG (USE MIN. 2 SCREWS) ., ..- TO EACH AVAILABLE TOP EDGE OF UNIT -TD- RATIO BETWEEN 3:5 +I: 1:1 Et STROKE WIDTH TO HEIGHT RATIO OF A. WATER CLOSET SEAT HEIGHT - 17" TO 19" A.F.F B. CENTERLINE OF WATER CLOSET - 18" FROM 5IDEWALL. G. GRAB BAR BEHIND WATER CLOSET - 36" LONG - 33 -36" A.F.F. D. GRAB BAR DIAMETER - 111/2" E. GRAB BAR AT SIDE OF WATER CLOSET - 42" LONG 33" TO 36" A.F.F. F. SPACE BETWEEN GRAB BAR AND WALL - 1 -1/2" G. TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, 17 " -19" A.F.F. H. KNEE CLEARANCE AT LAVATORY - APRON 29" MIN. HT., 8" MIN. DEPTH. I. LAVATORY DEPTH - 17" MIN. J. LAVATORY DRAIN AND HOT WATER PIPES - INSULATED WHEN EXPOSED. K. LAVATORY RIM SURFACE - MAX. 34" A.F.F. L. MIRROR BOTTOM EDGE 40 A.F.F. MAX. M. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED ON THE LATCH SIDE O F THE TOILET ROOM DOOR. N. DOOR HARDWARE SHALL BE LEVER TYPE. BETWEEN 1:5 1:10. RAISED SANS SARIF UPPERCASE CHARACTERS RAISED A G A A S VERTICAL GR B B R SHALL BE INSTALLED WHEN 2003 ADA 15 ENFORCED OR WHEN LOCAL AUTHORITIES HAVING JURISDICTION ENFORCE INSTALLATION. 1 11 / J1 ' /I ► `� `I► - �t PARTIAL 3/4" MININIMUM OF 1/32". �� W ''._,, --� �- ° -- , "' -- "- ...,_:`;.::::.:.:: IIAI1II. -,`., i I ' ' I `rt ■ �. � $ E WEL R 0 U ° ° ° ° ° ° °° ° °° s° 0" °g ° ° g° _ ° ° °° °o ° ° ° 18" X 36" MIRROR. TENANT G.C. TO CAULK 54'I P -I '\ E „_ < ON ALL (4) SIDES. 'r MIN. 48" HIGH ♦ DISPENSER PAPER TOWEL DISPENSER 16 1 ! WHITE WAINSCOT WITH TRIM GAP (TYP 4 WALLS) _ o I 15 � \ 16 ia, \ • ' 1 t z � z CONTCTED GRADE 2 BRAILLE WITH D 0 - NON *II 1 ' r 4 PLYWOOD (FRONT) 7p 3q " -41° 70 - :: r ," _..- 12” MAX 4 N ,::' �' �' GLARE FINISH. CHARACTERS TO %40 "B CONTRAST WITH BACKGROUND, 0 I SP-3 II 36 ° MI j (��w ,: 'J GELL: RAISED AW INIMUM OF ITHER LIGHT CHARACTERS ON DARK C O A CHARACTERS KGROUND R D DARK IGHT BACKGROUND / ' ':•..:. 36" GRAB BAR � ° \ SP 4 -� �,.� --- :::::. .. ..... :.:..:...::•.:• >::;: ;:::' -. ,•.. �.. �. ::.::..:.:.. :.....:;:.':;.:.; .::X o l •70 RP\ D 6 `L •�O >.,; ., AGES TO LATCH OUTSIDE r :31-1 ENDOOR �JACENT WALL HT 60" RE ERA ON RIG OUNTING HEI HT IS F BLY G G N IN O SO OVE FINISHED FLO R E TER L E F SI N G CAN APPROACHED WITHIN 3 INCHES WITHOUT ENCOUNTERING - OTRUDING OBJECTS OR STANDING WITHIN SWING 'F A DOOR. k X - - � , � ::.�'.� :mot I � : :..::� `;. °,'. :';r.:. �.: = I N I N /2 :,;..:.:. ,. S 4 = i— r HARDWARE ' J\')> <1 ,,.,.:`.,; � �: m ~:,;.,•.._,� y ......:.....:..,j.. I ;.... FRP –1 N r---. , :`.:...�.:.., I— 71l_911,_ ALL EXPOSED SUPPLY _6Hi SP 1 B -4 B B -4 ii B C \ -4 48" NIGH WHITE WAINSCOT \ WITH TRIM CAP ,,•' (TYPICAL 4 WALLS)? �a.. '\\ . h.,,r haa.• h a.,r. ,. 'ACTILE EXIT SIGN .. DETAIL SCALE Z AND DRAIN PIPES ARE ;` TO BE INSULATED. B_4 / 5' -0 3/4" / A 36" MAX. 'F.R.P." D xv.. h,... °� . 11/4 NOTE: THIS UNIT IS PROVIDED BY NOTE: THIS UNIT IS PROVIDED BY TENANT, TENANT G.C. TO PAINT OUTSIDE P -1 AND INSTALL. D ST LL. TENANT, TENANT G.G. TO PAINT r OUTSIDE -1 AND INSTALL. T DE P \v.,.'• \ua- \ta, ham .. ♦v,.. \ a. \ ., \.a,. \ ... ha.. \,,.. h,.. h... \..a, ha. ,...v.. ha.. ,..,.- ha. hr \ ... �.v.. .v.,. / / \., h.,. h..• h.,. ha.. Aga.. ha,. .... \ \.,.. \w. hv.. . \.., ha,., r., * Iry a, �., 'via.. y.a,. \a., h..v \,r• \tea,. ha,....\\ ha „• \.,. wiAR BIN oI -ETAIL I • iN DETAIL % TOILET RBI, M ELEVATIONS ,�o” N.T.SE NCTSE N.T.S. LOOSE PVC GAP F.R.P. AND BOTTOM TENANT G.C. SHALL CLIP CORNERS AT ENDS OF „ METAL BACKING BY TENANT G.G. UPON COMPLETION OF PROJECT TENANT G.C. MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL, ELECTRICAL, ETC) AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER. TENANT G.G. MUST PROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: T1-11S TUBE CONTAINS STORE DRAWINGS AND 15 NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER. ENTIRE ASSEMBLY 15 CONSTRUCTED BY TENANT G.0 IN FIELD. "t TOILET ROOM AS INDICATED. I / BEHIND BOTH TUBE LOCATIONS 'X' LOOSE PVC CAP 00 PLAN AN VIEW OF SHELVING ENDS 5/8" TYPE GYP BD ` : _ :......:.' : . ' •:. .:. ...:: -. .. 4' -0" A �\ .sr \ SG PAN HEAD SCREWS TO .: ,.,.. ,,.:<.. I ; b" - 2' -0" MAX b" SECURE STRAP 3/4" x 2" POPLAR FIRE - TREAED N / C / 3" DIAMETER X 14" HIGH TUBE N______ PLYWOOD TRIM SCREWED TO 2 x 4 2 x 4 METAL STRAP (TYP OF 2) / \ / LABEL = m FIRE - TREATED PUNCH LIST TUBE WOOD HOLDER ::: i -LABEL MAX \ 16 MAX TENANT G.G. TO PROVIDE / INSTALL LIBERTY 1 1/4" STAIN NICKEL TRIANGLE BASE HANDLE ON THE TOP CAP _ `r ' " :. 8' -0" A.F.F. • TENANT G.C. TO PROVIDE / INSTALL LIBERTY 1 1/4" V ' ' EXTENT OF WOOD HOLDER 70 • 8' -0" A.F.F. TO 1 STAIN NICKEL TRIANGLE EASE THE REMOVING OF THE CAP. BASE HANDLE ON THE TOP PVC BOTTOM CAP GLUED IN `% GAP TO EASE THE EXTENT OF WOOD ' - O ii = r - _' 7 i ` - REMOVING OF THE CAP. 1/2" DIAMETER HOLE .. HOLDER PLACE, TENANT G.C. TO IN BOTTOM CAP ,��� DRILL 1/2" DIA. HOLE IN -�— - CENTER CAP OF BOTTOM 4' -0" HEAVY DUTY STANDARDS @ 24" O.C. MAX. CUT TO LENGTH - AS REQUIRED. -sr 6" DIAMETER TUBE \ • \ PUNCH LIST TUBE SECTION \ DRAWING TUBE SECTION 4-0" HEAVY DUTY STANDARDS @ 24" O.C. MAX. CUT TO LENGTH AS REQUIRED. .fl , I J- MOLD AT TOP OF F.R.P. I I" X 4" FIRE TREATED p� DRAWING / PUNCH LIST T U .. E DETAIL SCALE 1"=1"-0" HORIZONTAL WOOD FURRING .fl I STRIPS AT 24" O.C. 3/4" FIRE TREATED, 16" DEEP PARTICLE BOARD SHELVING ON HEAVY DUTY SHELF BRACKETS. O r 5/8" MOISTURE RESISTANT GYP. BD. F -\ r ::, iv 1 t•I 3/4" FIRE TREATED 16" r DEEP PARTICLE BOARD SHELVING ON HEAVY DUTY SHELF BRACKETS. , 1 FIRE TREATED HORIZONTAL WOOD FURRING STRIPS AT 24" O.C. METAL STUDS F.R.P. J -MOLD TRIM CONTINUOUS ACROSS TOP EDGE AND ANY EXPOSED : ��` sV i `i WI PER SHEET A100 5/8" TYPE "X" GYP. BD. OR CMU WALL I 4Sii �3B 48 HIGH WHITE FRP V�r 48 HIGH WHITE SURFACE. (VERIFY IN FIELD) VERTICAL EDGES 4' p" A F F FRP WAINSCOT WITH TRIM CAP OVER 5/8" MOISTURE RESISTANT GYP BD (TYPICAL ALL WALLS) WAINSCOT WITH TRIM CAP OVER 5/8" MOISTURE RESISTANT GYP BD (TYPICAL ALL WALLS) o " • •: ® _o +l _ �, E D D "' z� I P:i s v C APPROVED AUG 1 p 2011 35 i iL °ear hh ' HEAVY DUTY SINGLE SLOTTED SURFACE MTD. WALL STANDARD W/ BRUSHED ALUMINUM FINISH. SCREW TO FURRING B -2 AT HALLWAY (AT DRINKING FOUNTAIN) C- AT TO LET ROOM 6 NIGH B -4 BASE STRIPS W/ 2 2" LONGWOOD SCREWS 2" X 4" FIRE TREATED HORIZONTAL WOOD FURRING STRIP AT 24" O.C. SCREW THRU GYP. BD TO EA. STUD USE 2 " #10 TEK SCREWS. USE TAPCONS IF ATTACHING TO A CMU SURFACE 700 :a` �ygf1� �� •700 ! I G ri? ya'sS . ` F.R.P. PANELS TO BE INSTALLED PRIOR TO BASE; INSTALL PANELS BUTT -JOINT 6" HIGH 5 -4 BASE RECEIVED WITH CONSTRUCTION ADHESIVE ---'ib JUL 08 2011 ki..... PERMIT C €NTEF I I AL STOCK ROOM WALL STANDARD SCALE FRP WAINSCOTING L SCALE TOILET ROOM SHELVING TOILET ROOM SHELVING SECTION SCALE DETAIL 1 1/2 _ 1 ,_ O „13 DETAIL 1 21-o ELEVATION 14 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work” under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. Q O 0) o L .= a) (/) .5) Ci3 8 v+Ei U O � (1) O (/) CO Z O Q <Ui >o ELI z wQ w v� Qz �o Z w Z cn AAD:FITCH dba FITCH Kevin T Evernham RA AIA 74485 Nth acofadis Road Sono 145 Scottsdale Arizona 85254 PHONE 14801 098 -4200 FAX 14801 998 -7223 wawiltdLcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 SCALE: AS NOTED A 7 0 2 DRAWN BY: 0-1 SI -IEEr: PROJECT No.: PSN -10 -016 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. .c 7-6 0._ C O G 0) s (I) - (1) -la' U O 1113 MC (I) O cs CO OoH AAD:FITCH CO Z J O Q LIJ J � z (n a W (n J < 0 z OW Z CI) dba FITCH Kevin T Evernhem RA AIA 16485 North Scotbd,N Road 8dt. 195 Scottsdale Arizona 85254 PHONE 14801 998 -4200 FAX (480) 998 -7228 wattftchccm KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: S/24/2011 SCALE: AS NOTED DRAWN 13Y: A703 Cl-I PROJECT No.: PSN -10 -016 SEE SHEET A300 SEE SHEET A300 SEE SHEET A300 �" F NISHED CEILING OR OPEN TO DECK - � FINIS ED CEILING OR OPEN TO DECK �" FINISHED CEILING OR OPEN TO DECK 'V FINISI OR DECK -IED CEILING OPEN TO \ '" FINISHED OR DECK CEILING OPEN TO 13 \ \ a 7. ♦ k 4 i I" X 4" FIRE TREATED . ♦ 1 9 Q 9' -0" HEAVY DUTY WALL Q STANDARDS @ 24" O.G. � MAX. CUT TO LENGTH Q AS REQUIRED. H : 3 Q z 0 i rZ = of T I" X 4" FIRE TREATED POPLAR STRAPPING INSTALLED HORIZONTALLY BEHIND ALL WALL STANDARDS @ 24" 0.C. (SECURE TO NALL STUDS) POPLAR STRAPPING INSTALLED I- 10R IZONTALLY BEI -IIND ALL WALL STANDARDS @ 24" O.C. (SECURE TO WALL STUDS) °° , = `�/ NANGROD BRACKET WITI -I SADDLE END, HEAVY DUTY I- IANGROD, AND END CAPS. - T,f in 9' -0" I -IEAVY DUTY WALL STANDARDS @ 24" O.C. MAX. CUT TO LENGTH AS REQUIRED. 7' 0" HEAVY ♦ 0" HEAVY DUTY DUTY WALL STANDARDS @ 24" O.C. MAX. CUT TO LENGTH co AS REQUIRED. 9' WALL STANDARDS @ 24" O.C. MAX. CUT TO LENGTH AS REQUIRED. �� Q 1 Tv 9' -0" I -IEAVY DUTY WALL MAX. CUT TO LENGTH AS REQUIRED. p n r�i 3/4" X 16" WHITE I 3/4" X 16" DEEP WHITE MELAMINE SHELVING ON °D HEAVY DUTY SHELF BRACKETS. DEEP MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS. 70 I / \/ ` - ° _l 1" X 4" FIRE TREATED POPLAR STRAPPING p INSTALLED (V HORIZONTALLY BEHIND ALL WALL STANDARDS @ 24" O.C. SECURE TO WALL STUDS) 1" X 4" FIRE TREATED POPLAR STRAPPING INSTALLED - HORIZONTALLY BEHIND ALL WALL STANDARDS @ 24" O.C. (SECURE TO WALL STUDS ) 1" X 4" FIRE TREATED _ POPLAR STRAPPING �' 1 INSTALLED m HORIZONTALLY BEHIND ALL WALL STANDARDS @ 24" O.G. (SECURE TO WALL STUDS ) ELECTRICAL WORKBOXES (SEE ELECTRICAL SET) DRAWINGS THIS SET . - co ♦ o 1 N MANAGER'S PROVIDED AND INSTALLED BY TENANT G.G. iv - ' I4 4 Q Q 4 Q Q Q Q Q Q 4 4 4 m Q Q Q Q 4 Q 4 0 ♦ _ O s 1 ,8 4 Q Q 4 Q Q Q Q Q Q I � N 611 MAX / 2' -0" MAX (1' -911 AT END OF 1-IANGBAR RUN) 2' -0" MAX 21 -0j1 MAX (1' -9" AT END OF I- IANGBAR RUN) 6" MAX _ (V ,1 m B-2 411) / cV o 1 m B N iv n C 4 Q Q 4 Q Q Q Q 4 \ o 1 Tv B -2 -2 411) • ® STOCK ELEVATION 0 STR A P P I N SCAL HANGROD SECTION SCAL I A A E 9 S DESK SCALE I 3 SHELVING SECTION SCALE WALL STANDARD SCALE 1--1":1"-0" I 1"=1"-0" 1".1"-0" 1 " =1 " -0" 1 „_1 „_0„ TENANT G.C. CORNERS AT SHALL CLIP ENDS OF SHELVING BELOW 6' -6" A.F.F. AS INDICATED. SEE SWEET A300 ad% SEE SHEET A300 FINISHED OR DECK CEILING OPEN TO FINISHED CEILING OR OPEN TO DECK 4 ♦ PLAN VIEW OF SHELVING ENDS 1 :o \ ♦ - \ ` a N §. P....:1::. '' C KZ. G t 4 E- 9 R `' CODE CG -G IP DANCE PP'PVE 0 AUG 1p2O11 . 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SHALL INSTALL PEG BOARD AT BOTH ENDS OF ALL RACK SYSTEM UNITS. ♦ ROLLING RACK ELEVATIONS I SCALE SCALE ' SHELVING BAR BIN I SHELVING @ ®W SCALE I N T AT 197 - i'r_(1" BIN 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. .c 7-6 0._ C O G 0) s (I) - (1) -la' U O 1113 MC (I) O cs CO OoH AAD:FITCH CO Z J O Q LIJ J � z (n a W (n J < 0 z OW Z CI) dba FITCH Kevin T Evernhem RA AIA 16485 North Scotbd,N Road 8dt. 195 Scottsdale Arizona 85254 PHONE 14801 998 -4200 FAX (480) 998 -7228 wattftchccm KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: S/24/2011 SCALE: AS NOTED DRAWN 13Y: A703 Cl-I PROJECT No.: PSN -10 -016 SECURE AUDIO CABINET WITH FASTENERS SUPPLIED BY VENDOR PER VENDOR SUPPLIED INSTRUCTIONS N N AUDIO CABINET 7 ROLLING RACKS IN FOREGROUND BAR BIN BY TENANT G.G. REFER TO DETAIL 6/A702. (SCREW TO STRAPPING) HARDWARE BIN BY TENANT G.G. REFER TO DETAIL 7/A702 (SCREW TO STRAPPING) 5 -2 V.I.F. ob (B.O. DECK) 1" X 4" POPLAR STRAPPING INSTALLED HORIZONTALLY 24" O.G. (SECURE TO WALL STUDS) SEE DETAIL I/A703 FOR DIMENSIONS 4 3/4" x 16" DEEP WHITE MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS. 8' -0" HEAVY DUTY WALL STANDARDS @ 24" S O.C. MAX. CUT TO LENGTH AS REQUIRED. HEAVY DUTY HANGROD AND END CAPS ON HEAVY DUTY HANGROD 1 BRACKETS. s STOCK ROOM ELEVATION STEP LADDER HOOK EMPLOYEE LOCKERS SUPPLIED BY TENANT, ASSEMBLED AND SET IN PLACE BY TENANT G.G. MICROWAVE BY TENANT 11 11 Eli 7 1 FRIGERATOR ON FLOOR N N -2 TENANT G.C. SI -IALL CLIP CORNERS AT ENDS OF SHELVING BELOW 6' -6" A.F.F. AS INDICATED. PLAN VIEW OF SHELVING ENDS 3/4" x 16" DEEP WHITE MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS 1" X 4" POPLAR STRAPPING INSTALLED HORIZONTALLY 24" O.G. (SECURE TO WALL STUDS) SEE DETAIL I/A703 FOR DIMENSIONS 6' -0" HEAVY DUTY WALL STANDARDS @ 24" O.C. MAX. CUT TO LENGTH/ AS REQUIRED. HEAVY DUTY HANGROD AND END CAPS ON HEAVY DUTY HANGROD BRACKETS. TOI LET ROOM PLATFORM — OPEN ABOVE PLATFORM HALLWAY PLATFORM NON -SALES DOOR V.I.F. (B.O. DECK) 3/4" x 16" DEEP WHITE MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS. S SCALE 1/2 " =1 "_0" V.I.F. (B.O. DECK) 1" X 4" POPLAR STRAPPING INSTALLED HORIZONTALLY 24' O.C. (SECURE TO WALL STUDS) SEE DETAIL I/A703 FOR DIMENSIONS 3/4" x 16" DEEP WHITE MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS. 8' -OH HEAVY DUTY WALL STANDARDS @ 24" O.G. MAX. CUT TO LENGTH AS REQUIRED. 7 1 1ST•-CK RO1• -M ELEVATION 3/4" x 16" DEEP WHITE MELAMINE SHELVING ON HEAVY DUTY SHELF BRACKETS. 7' -0" HEAVY DUTY WALL STANDARDS @ 24" O.C. MAX. CUT TO LENGTH AS REQUIRED. SCALE 1/2"="1"-0" AUDIO CONTROLS N N DSL CABINET 7 V 3/4" PLYWOOD BLOCKING AS REQUIRED FOR TELEPHONE PANEL -(4) DRAWER FILE CABINET BY TENANT TELEPHONE AND POWER OUTLETS (SEE ELEC. DWGS) 1— SEE SHEET E300 FOR SPECIFIC ELECTRICAL PANEL ELEVATION. MANAGER DESK PROVIDED SAFE BY TENANT. / '—WALL MOUNTED CB -3) BY TENANT, INSTALLED TENANT G.C. TO DRAWING TUBE BY BY TENANT G.C. BOLT TO FLOOR. TENANT G.C. REFER TO DETAIL 6/A702. V.I.F. (13.0. DECK) 3/4" A/C PLYWOOD (PAINT P -1). G.C. SHALL SECURE TO WALL WITH CONSTRUCTION ADHESIVE r AND #10 TEK SCREW @ EACH STUD LOCATION ,r AND @ 12" ON CENTER �? (VERTICALLY). SECURE PLYWOOD TO WALL. ELECT. PANELS. SEE ELECT. DWGS. RE tEV ED FOR COCE COkIPLI ,NCE APOVED AUG 1: 2011 Cty r! # Tukwila m�pp, p. 1SLDING DIViSlON RECEIVED JUL 08 2011 PERMIT CENTER STOCK ROOM ELEVATION SCALE 1/7r, -1 „_ fl” 3 STOCK ROOM ELEVATION SCALE 1 /9"-1"-O" 530 PACSUI1 • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. is 'Q � o o L- _c w -- (1) a) co ci) U O (i) ."-§ O 0 LO COCOE- AAD:FITCH dba ITCH Kevin T Evernham RA AIA 10185 North Scot.dd. Road, Sub 195 8wN.dd. Arizona 85254 PHONE 14801 998 -4200 FAX (4801998 -7228 www.ffichcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 AS NOTED ik7 04 DRAWN BY: SWEET: PROJECT No.: PSN -10 -016 ssssss ./N 1— SEE SHEET E300 FOR SPECIFIC ELECTRICAL PANEL ELEVATION. MANAGER DESK PROVIDED SAFE BY TENANT. / '—WALL MOUNTED CB -3) BY TENANT, INSTALLED TENANT G.C. TO DRAWING TUBE BY BY TENANT G.C. BOLT TO FLOOR. TENANT G.C. REFER TO DETAIL 6/A702. V.I.F. (13.0. DECK) 3/4" A/C PLYWOOD (PAINT P -1). G.C. SHALL SECURE TO WALL WITH CONSTRUCTION ADHESIVE r AND #10 TEK SCREW @ EACH STUD LOCATION ,r AND @ 12" ON CENTER �? (VERTICALLY). SECURE PLYWOOD TO WALL. ELECT. PANELS. SEE ELECT. DWGS. RE tEV ED FOR COCE COkIPLI ,NCE APOVED AUG 1: 2011 Cty r! # Tukwila m�pp, p. 1SLDING DIViSlON RECEIVED JUL 08 2011 PERMIT CENTER STOCK ROOM ELEVATION SCALE 1/7r, -1 „_ fl” 3 STOCK ROOM ELEVATION SCALE 1 /9"-1"-O" 530 PACSUI1 • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. is 'Q � o o L- _c w -- (1) a) co ci) U O (i) ."-§ O 0 LO COCOE- AAD:FITCH dba ITCH Kevin T Evernham RA AIA 10185 North Scot.dd. Road, Sub 195 8wN.dd. Arizona 85254 PHONE 14801 998 -4200 FAX (4801998 -7228 www.ffichcom KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 5/24/2011 AS NOTED ik7 04 DRAWN BY: SWEET: PROJECT No.: PSN -10 -016 • • • • L -3q (TIE -IN) 17 ELECTRICAL POWER PLAN SEE CASWWRAP POWER DETAILS ON SWEET E101 ►D III L -10,12 L- 14,16 L SCALE: 1/4" = 1' -0" L-38,40,42 ELECTRICAL POWER PLAN (CONT.) • SCALE: 1/4" = 1' -0" btl( RECEIVED JUL 08 2011 PERMIT CENTER CR SHALL KEEP ALL M,P * E'S THE HALLWAY AND TOILET ROOM TFORM AS TIGHT TO THE SIDE NALL POSSIBLE. KEEP THE MAIN AREA OF TFORM CLEAR. CORE DRILLING FOR SALES AREA / ITTING ROOM FLOORING, KEEP CORING AS AS POSSIBLE WITH MINIMAL 2' -6' 1' -S 5/8' m • RACK BACKBOARD (3'-0' x 2' -6') RACK OPENING (14' X 14') BACKBOARD OPENING (14' X 10') (2) 20AMP DEDICATED CIRCUITS. L -33,35 (2) 4'x4' J -BOX FOR AUDIO CABLES. (1) SINGLE GANG J -BOX FOR TELECOM PLATE/JACK. Nom TENANT G.C. SHALL SUPPLY AND INSTALL AUDIO RACK PLYWOOD BACKING, INSTALL WITH STRUCTURAL RATED SCREWS OR LAGS. REFER TO SHEETS E600 AND E601 FOR COMPLETE INFORMATION AND DETAILS. �.................. I: POWER PLAN NOTES AUDIO SYST -M POWER ELEVATION SCALE B ELECTRICAL AT MGR'S DESK SCALE 16. STORE TELEPHONE JACK AT 46' A.F.F. AT STOCK ROOM DESK. RUN 3/4'C. 141114 PULLWIRE TO T.T.B. 17. G.F.I. CONVENIENCE OUTLET MOUNTED IN WALL AT + 52' A.F.F. AT TOILET ROOM. 18. J -80X FOR COMPLETE CONNECTION OF WATER HEATER. VERIFY EXACT LOCATION AND VOLTAGE WITH PLUMBING TRADE. 1q. 2' x 4' x 3/4' PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.). PROVIDE 1' E.G. TO TELEPHONE COMPANY POINT OF CONNECTION. VERIFY EXACT MOUNTING HEIGHT WITH OWNER. QUADRUPLEX OUTLET MOUNTED ON OR NEAR T.T.B. PROVIDE WITH STAINLESS STEEL COVER PLATE. 21. PUSH BUTTON MOUNTED AT +48' A.F.F. FOR CASH WRAP AREA BUZZER. 'EDWARDS' CAT. *1786 SERIES OR APPROVED EQUAL. 22. TIMECLOCK FOR STOREFRONT LIGHTS AND SIGN. MOUNT NEAR ELECTRICAL PANEL. SEE LIGHTING CONTROL DIAGRAM ON SHEET E300. 23. NEW PANEL 'L'. SEE SINGLE -LINE DIAGRAM ON SHEET E300. 24. NOT USED. 25. PROVIDE J -BOX FOR COMPLETE CONNECTION TO DUCT SMOKE DETECTOR. INTERLOCK WITH HVAC UNIT TO PROVIDE SYSTEM SHUTDOWN IF SMOKE IS DETECTED. PROVIDE LOW VOLTAGE TRANSFORMER SIZED AS REQUIRED. VERIFY EXACT LOCATION AND COMPLETE REQUREMENTS WITH MECHANICAL DRAWINGS. TIE -IN OR PROVIDE CONNECTION TO MALL'S FIRE ALARM SYSTEM AS REQUIRED. 26. NEW ROOF TOP CONDENSING UNIT (CU -1) AND AIR HANDLING UNIT (AHU -1). FLA- 41.3A, 208V, 3 -PHASE W/ 9.96104 HEATING ELEMENT AND SINGLE POINT OF CONNECTION. PROVIDE WITH 60A, 3P, 240V, NEMA 3R DISCONNECT SWITCH WITH FRN -R FUSES SIZED PER MFR. SPECIFICATION. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 27. J -BOX FOR COMPLETE CONNECTION TO MECHANICAL CONTRACTORS' PROVIDED MOTORIZED DAMPER L.V. TRANSFORMER. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 28. CEILING MOUNTED SMOKE DETECTOR. REFER TO TENANT CRITERIA FOR ADDITIONAL INFORMATIONS. SEE SHEET E300 FOR FIRE ALARM RISER DIAGRAM. 29. COMBINATION HORN AND STROBE. REFER TO TENANT CRITERIA FOR ADDITIONAL INFORMATIONS. SEE SHEET E300 FOR FIRE ALARM RISER DIAGRAM. 20. • 2. 3. 4. 5. 6. 7. S. q. 10. 11. 12. 13. 14. 15. J -BOX F.)12 STOREFRONT SIGN POWER TO BE INSTALLED IN SIGN TROUGH. PROVIDE DISCONNECTING MEANS AS REQUIRED BY N.E.C.VERIFY EXACT LOCATION IN FIELD. CONVENIENCE OUTLET MOUNTED IN WALL AT +18' A.F.F. WHITE WITH WHITE COVER PLATE. CENTER SALES AREA OUTLETS BETWEEN STANDARDS ELECTRIC BUZZER MOUNTED IN CASH WRAP, 'EDWARDS' CAT. NO.720 DIXIE BELL, AC. CONNECT TO PUSH BUTTON AT SERVICE DOOR. VERIFY EXACT LOCATION WITH CONSTRUCTION MANAGER. LOW VOLTAGE BELL WIRE IN 3/4' EMT CONDUIT BETWEEN PUSH BUTTON AT SERVICE DOOR AND BUZZER AT CASH WRAP AREA. DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT, WHITE WITH WHITE COVER PLATE. COORDINATE LOCATION WITH TRACK LIGHTS IN SOFFIT. DEDICATED DUPLEX OUTLET WITH DEDICATED GROUND MOUNTED ABOVE SOFFIT FOR SENSORMATIC ANTI -THEFT SYSTEM POWER. COORDINATE ADDITIONAL SYSTEM INSTALLATION REQUIREMENTS WITH TENANT GC. REFER TO SHEET E400 FOR ADDITIONAL DETAILS. NOT USED I ELECTRIC BUZZER MOUNTED ON WALL ABOVE STOCK ROOM DESK, 'EDWARDS' CAT. NO.720 DIXIE BELL, AC. Alp J -BOX ON WALL AT 88' A.F.F. IN STOCK ROOM FOR BUZZER. DEDICATED DUPLEX OUTLET (NOBEL OR EQUAL) WITH DEDICATED GROUND MOUNTED AT 46' A.F.F. AT STOO (f ROOM DESK. QUADRUPLEX OUTLET MOUNTED AT 46' A.F.F. AT STOCK ROOM DESK. CURRENT LIMITER SUB -PANEL 'CLS'. SEE SINGLE -LINE DIAGRAM ON SHEET E300. EQUIPMENT RACK LOCATION. SEE AUDIO POWER SYSTEM ELEVATION DETAIL ON THIS SHEET. REFER TO SHEET E600 4 E601 FOR COMPLETE AUDIO SYSTEM REQUIREMENTS. FIVE ( 5 ) GANG AND SINGLE GANG JUNCTION BOXES ON MANAGER'S DESK FOR AUDIO SYSTEM CONTROLLER. SEE ELEVATION DETAIL ON SWEET E102. REFER TO SHEET E601 FOR COMPLETE AUDIO SYSTEM REQUIREMENTS. TELEPHONE JACK AT 46' A.F.F. FOR COMPUTER SYSTEM CONNECTION AT STOCK ROOM DESK. RUN 3/4'C. WITH PULLWIRE TO T.T.B. 530 Pncsun. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. a zz 2 z z 0 En z 5 a_ a In ANDREW C. PANOPIO P.E. 4113 N. 15TH AVE PHOENIX, AZ 85015 (602) 283 -1539 PROJECT NO 1 1 .0 9 6.01 07 -01 -11 DATE: 5/24/2011 SCALE: 1/4'1' -O' DRAWN BY: STAFF PROJECT No.: I, 51 -IEET: E100 PSN -10 -016 • 00 �I (III e -�J R#! A-�- B--0- SECTION A C� 1 II II II 0 Si 0 SECTION B CASH WRAP SECTION C n SECTION D ENLARGED CASH WRAP DETAILS (LARGE CASH WRAP WITH 4` REGISTERS) 0 A 0 • SECTION A SECTION B CASHWRAP -'l SECTION C ENLARGED BACK WRAP DETAILS (LARGE CASH WRAP WITH 4 REGISTERS NOTE: CUT NO BIGGER THAN 6' WIDE MN MINIMAL OVER CUTS AND REPLACE REBARB ENLARGED CASH WRAP PLAN (LARGE CASH WRAP WITH 4 REGISTERS) ISCALE I N.T.S. WHEN TRENCHING FOR SALES AREA / FITTING ROOM FLOORING, KEEP TRANCH AtF NARROW AS POSSIBLE WITH MINIMAL OVERCUTS. CASH WRAP NOTES CASH WRAP POWER NOTES TELEPHONE AND DATA JACKS IN CASH WRAP COUNTER (RJ11 4 RJ45). RUN 3/4'C. WITH PULLWIRE TO T.T.B. VERIFY EXACT LOCATION WITH FIXTURE MANUFACTURER. QUADRUPLE( OUTLET MOUNTED IN CASH WRAP COUNTER. VERIFY LOCATION WITH FIXTURE MANUFACTURER. QUADRUPLEX OUTLET MOUNTED IN BACK WRAP COUNTER. VERIFY LOCATION WITH FIXTURE MANUFACTURER. PUSH BUTTON MOUNTED IN CASH WRAP COUNTER CONNECTED TO BUZZER NEAR STOCK ROOM DESK. VERIFY EXACT LOCATION WITH CONSTRUCTION MANAGER. RIGID CONDUITS STUB -UP 2' ABOVE SLAB FOR ALL CASH WRAP SYSTEMS, (ie, OUTLETS, TELJDATA AND LOW VOLTAGE SYSTEM). EXTEND TO THE DEVICES AS REQUIRED. GANG ALL CONDUITS TOGETHER AND RUN TO THE DEVICES. CONDUITS IN CASH WRAP SHALL BE CONCEALED FROM VIEW. PRIOR TO CORE DRILLING VERIFY EXACT LOCATION WITH ON SITE LANDLORD REP ANC X -RAY SLAB. RUN ALL ELECTRICAL, PHONES, AND LOW VOLTAGE SYSTEMS IN 3/4' RIGID CONDUITS TO STUB -UF AREA OF CASH WRAP. RUN UNDER SLAB FOR STUB -UPS IN CASH WRAP COUNTERS (BOTH SIDES). VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW CUTTING). X -RAY SLAB BEFORE DRILLING. COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCE THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALI. REGULATIONS. RUN CONDUITS TO NEAREST ADJACENT WALL OR COLUMN. (VERIFY). PULL BOXES 0 131-0' A.F.F. FOR CONNECTIONS TO ALL CASH WRAP STUB-UPS U 0 U 0 U 0 10 m m 0 0 20 El QUAD OUTLET TIGHT TO SIDE AND BACK OF CABINET 3/4' RIGID CONDUIT 3/4' FLEX CONDUIT 3/4' RIGID CONDUIT (BEYOND) 3/41 FLEX CONDUIT (BEYOND) 3/4' RIGID STUBS AT 2' AFF TELEPHONE JACK T -1 DATA JACKS/ TELEPHONE JACK CAT 5 PUSHBUTTON FOR STOCKROOM BUZZER. PRINTER HUB MODEM POWER PACK DOOR REMOVED FOR CLARRTY PRINTER REMOVED FOR CLARITY 530 PACSUI1. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 0_ is � G � &-- -c • CZ CD U O O LO C/oF- ANDREW C. PANOPIO P.E. 4115 N. 15TH AVE PHOENIX. AZ 85015 (802) 265 -1539 PROJECT NO. 11 .096.01 ISOLATED DEDICATED CIRCUT (ORGANGE) J -BOX FOR POWER LOW VOLTAGE POWER CONDUIT DATA CONDUIT TELEPHONE CONDUIT JUL 08 2C11 PERMIT CENTEF POWER/ISOLATED POWER CIRCUT CONDUIT SERVICE DOOR BUZZER. VERIFY LOCATION 07 -01 -11 DATE: SCALE: 5/24/2011 1/4'11 -0' DRAWN BY: STAFF PROJECT No.: SHEET: E101 PSN -10 -016 ____ : © 1 • • 1 17 II 19 1 i 22 i 1 21 .i ENLARGED CASH WRAP PLAN (LARGE CASH WRAP WITH 4 REGISTERS) ISCALE I N.T.S. WHEN TRENCHING FOR SALES AREA / FITTING ROOM FLOORING, KEEP TRANCH AtF NARROW AS POSSIBLE WITH MINIMAL OVERCUTS. CASH WRAP NOTES CASH WRAP POWER NOTES TELEPHONE AND DATA JACKS IN CASH WRAP COUNTER (RJ11 4 RJ45). RUN 3/4'C. WITH PULLWIRE TO T.T.B. VERIFY EXACT LOCATION WITH FIXTURE MANUFACTURER. QUADRUPLE( OUTLET MOUNTED IN CASH WRAP COUNTER. VERIFY LOCATION WITH FIXTURE MANUFACTURER. QUADRUPLEX OUTLET MOUNTED IN BACK WRAP COUNTER. VERIFY LOCATION WITH FIXTURE MANUFACTURER. PUSH BUTTON MOUNTED IN CASH WRAP COUNTER CONNECTED TO BUZZER NEAR STOCK ROOM DESK. VERIFY EXACT LOCATION WITH CONSTRUCTION MANAGER. RIGID CONDUITS STUB -UP 2' ABOVE SLAB FOR ALL CASH WRAP SYSTEMS, (ie, OUTLETS, TELJDATA AND LOW VOLTAGE SYSTEM). EXTEND TO THE DEVICES AS REQUIRED. GANG ALL CONDUITS TOGETHER AND RUN TO THE DEVICES. CONDUITS IN CASH WRAP SHALL BE CONCEALED FROM VIEW. PRIOR TO CORE DRILLING VERIFY EXACT LOCATION WITH ON SITE LANDLORD REP ANC X -RAY SLAB. RUN ALL ELECTRICAL, PHONES, AND LOW VOLTAGE SYSTEMS IN 3/4' RIGID CONDUITS TO STUB -UF AREA OF CASH WRAP. RUN UNDER SLAB FOR STUB -UPS IN CASH WRAP COUNTERS (BOTH SIDES). VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW CUTTING). X -RAY SLAB BEFORE DRILLING. COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCE THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALI. REGULATIONS. RUN CONDUITS TO NEAREST ADJACENT WALL OR COLUMN. (VERIFY). PULL BOXES 0 131-0' A.F.F. FOR CONNECTIONS TO ALL CASH WRAP STUB-UPS U 0 U 0 U 0 10 m m 0 0 20 El QUAD OUTLET TIGHT TO SIDE AND BACK OF CABINET 3/4' RIGID CONDUIT 3/4' FLEX CONDUIT 3/4' RIGID CONDUIT (BEYOND) 3/41 FLEX CONDUIT (BEYOND) 3/4' RIGID STUBS AT 2' AFF TELEPHONE JACK T -1 DATA JACKS/ TELEPHONE JACK CAT 5 PUSHBUTTON FOR STOCKROOM BUZZER. PRINTER HUB MODEM POWER PACK DOOR REMOVED FOR CLARRTY PRINTER REMOVED FOR CLARITY 530 PACSUI1. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 0_ is � G � &-- -c • CZ CD U O O LO C/oF- ANDREW C. PANOPIO P.E. 4115 N. 15TH AVE PHOENIX. AZ 85015 (802) 265 -1539 PROJECT NO. 11 .096.01 ISOLATED DEDICATED CIRCUT (ORGANGE) J -BOX FOR POWER LOW VOLTAGE POWER CONDUIT DATA CONDUIT TELEPHONE CONDUIT JUL 08 2C11 PERMIT CENTEF POWER/ISOLATED POWER CIRCUT CONDUIT SERVICE DOOR BUZZER. VERIFY LOCATION 07 -01 -11 DATE: SCALE: 5/24/2011 1/4'11 -0' DRAWN BY: STAFF PROJECT No.: SHEET: E101 PSN -10 -016 „. - - •-• - — %se,. - - - - • • , . .. .• • ■ • • • • • • •• •••, •,, NOTE: ALL SALES LIGHTING SHALL BE CONTROLLED TT-TRU THREE LIGHTING CONTACTORS (C-1,C-2,C-3) THE TENANT GC SHALL PROVIDE, INSTALL AND WIRE THESE CONTACTORS. SEE LIGHTING CONTROL DIAGRAM ON SHEET E300. • • • • u L-1 (TIE—IN) ...' . . i:.: : IJ ... NL ELECTRICAL LIGHTING PLAN / :-••••;,/' NOTE: T1-1E REQUIRED EMERGENCY LIGHTING INTENSITY SHALL 8E PER IBC 1006.4 AND SHALL BE INSTALLED ALONG THE MAIN EGRESS AISLE. GENERAL NOTES I. WIRIING IN OPEN CEILING SPACE SHALL BE IN EMT CONDUIT UNLESS FLEXIBLE CONDUIT IS REQUIRED. ONLY C.M. CAN APPROVED USE OF FLEXIBLE CONDUIT. EMERGENCY LIGHTS IN SALES AREA ARE TO HE PAINTED TO MATO4 SURROUNDING COLOR. 2. ALL ELECTRICAL CONDUITS ARE TO BE MOUNTED AS HIGH AS POSSIBLE OR HIDDEN, CONTACT C.M. IF QUESTIONABLE. 3. CONTRACTOR SHALL KEEP ALL M,P *E'S OVER THE FITTING ROOM, HALLWAY AND TOILET ROOM PLATFORM AS TIGHT TO THE SIDE WALLS AS POSSIBLE. KEEP THE MAIN AREA OF THE PLATFORM CLEAR. 4. SEE SHEET E300 FOR LIGHT FIXTURE SCHEDULE. 5. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL. CONTROLS SHALL 14AVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15' ABOVE FINISHED FLOOR. IF THE REACH 15 OVER AN OBSTRUCTION BETWEEN 20' AND 25' IN DEPTH, THE MAXIMUM HEIGHT IS REDUCTED TO 44' FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION 15 NO MORE THAN 241 IN DEPT14. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL. 6. PLACEMENT OF SPEAKERS AND AUDIO EQUIPMENT TO SE BY 'AUDIO VENDOR'. SEE SHEETS E600 AND E601 FOR EXACT PLACEMENT AND COMPLETE REQUIREMENTS. 7. ALL LOW VOLTAGE WIRING INCLUDING SPEAKER WIRING SHALL BE RUN IN CONDUIT. 8. ALL ELECTRICAL CONDUIT ARE TO BE MOUNTED AS HIGH AS POSSIBLE OR MIDDEN. 9. ALL UTILITIES INSTALLED VERTICALLY NEED TO BE RAN TIGHT TO WALLS. REFER TO ARCHITECTURALS. .:. io. ALL SIJSP ENDED TRACK- LlaHTING TO. ? INSTALLED PER DETAIL 10/A701. :. • 11. TOILET ROOM MOTION SENSOR TO BE .: ...' INSTALLED WITHIN A 48" HEIGHT. , • • ---- --.-. - - --.. - -. - , , , ..-.. .. , .,.. .., .., ,,_,... „ 121-*• L-1113 13 • L-15 17 oc o4 15 0 NL 19 21 -III1. L-19121 12•• • - • C■F ■■■• MOM •■■ ■■• ■•1•■■■ =•■. .■■ .■010.11■ la■ •MM ■■• .■••••■. omm •■. ■■•M ■■• •■• .■•■■ ■■• 1■■ mME =ME 1■1.■ mma ••■•■•• MEM EMM • , ......... • SCALE: 1/4” lo 1'—O" •:, I 3 ::: Lli ...: • .. :: 3 : u NL ELECTRICAL LIGHTING PLAN (CONT.) 1.1 (TIE—IN) SCALE: 1/4" El 1'-0" btt.%-1(.0( RECEIVED JUL 08 2011 PERMIT CENTER LIGHT FIXTURES BEHIND MIRROR RECESSED DUPLEX OUTLET MOUNTED CN CENTER BEHIND MIRROR FOR MIRROR LIGHTS 'PLUG-IN' POWER. REFER TO 5I4En E100. 96• EQ. EQ. ELECTRICAL LIGHTING PLAN NOTES MIRROR ELEVATION I SCALE I N.T.S. EXIT LIGHT WITH SELF—CONTAINED BATTERY BACK—UP, CONNECT AHEAD OF ANY SWITCHING DEVICES. (MINIMUM 90 MIN. ILLUMINATION UPON LOSS OF AC POWER). EMERGENCY LIGHT WITH SELF—CONTAINED BATTERY BACK—UP. CONNECT MEAD OF ANY SWITCHING DEVICES. (MINIMUM OF 90 MINUTES ILLUMINATION UPON LOSS OF AC POWER.) NIGHTLIGHT (NL) CONNECT AHEAD OF ANY SWITCHING DEVICES (TYPICAL). (UNSWITC14ED) REFER TO DETAIL A FOR MIRROR ELEVATION, THIS 51-IEET. WALL SWITCH SENSOR (PIR). 1-1UBBEL "LIGHT14AWKI CAT. NO. 1.14— I R—S I -H 530 PACSUr• COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. .c 0 " _c CD A■0 cu a) o CS 0 LO (i)cOF- z w w 0 w ra 2 0 Lu5 1 0_ 5 ANDREW C. PANOPIO P.E. 4113 N. 13TH AVE PHOENIX. AZ 85013 (602) 265-1559 PROJECT NO. 11.096.01 CEILING MOUNTED SENSOR (MULTI—TECHNOLOGY) AT 12'—. HUBBEL ILIGHTOIAILI CAT. NO. LO—DT-41 MP SERIES POWER PACK. 14UBBEL SERIES CAT. NO. MP-120A, VERIFY LOCATION IN FIELD. SPST 20 A, 120V OVERRIDE SWITCH WIT1-1 WHITE COVER PLATE. 07-01-11 DATE: SCALE: 5/24/2011 1/4"•11•-0" DRAWN BY: STAFF PROJECT No.: SWEET: E200 PSN-10-016 SINGLE —LINE DIAGRAMI.T.S. L LIGHT FIXTURE SCHEDULE P PANEL SCHEDULES / LOAD CALCULATIONS _ _ SERIES RATED 51 IMPORTANT NOTE: _ EXISTING LANDLORD'S DISTRIBUTION SWITCHBOARD � MARK S SYMBOL M MFGR. I DESCRIPTION R RESP L LAMPS P e 1 PANELBOARD SCHEDULE L INFORMATION SHOWN ON ONE -LINE DIAGRAM IS M 120 / 208 VOLTS I 3 PHASE I 4 WIRE S SURFACE MOUNTED 2 200A MCB MAINS I BOLT-ON TYPE C A 'JUNO' LINE VOLTAGE TRACK, T4375L SILVER WITH SLACK ADJUSTING C Al I C1) 60W 1'A►R38 CAP NOTE U WIRE C USE AND / OR AREA SERVED C C / B C CKT L LOADS C CKT W C ! B U USE AND / OR AREA SERVED N WIRE NOTE NO P Ph A P Ph B I Ph C N NO S 1 1 12 L LIGHTS - STOCKRM /HALLWAY/TOILET /EM /IX 2 20/1 3 , 1 1040 e 20/1 R RECEPT - CM/ DEDICATED QUAD 1 12 3 3 360 2 2 2 120/208V 3PN 4W � Cl p p, B 'JUNG' LINE VOLTAGE TRACK, T4375L SILVER WITH BLACK ADJUSTING ( A L (1) 10W PAR38 1 /\ 1 1,2 1 12 L LIGHTS - STOREFRONT (CLS #1) 2 20/1 3 3 2 20/1 R RECEPT - C/W PRINTER 1 12 3 3 ' ' ' 500 4 4 1,2 1 1 L LIGHTS - STOREFRONT (CLS #2) 2 20/1 3 2 263 20/1 R RECEPT - CASH WRAP QUAD 1 12 3 3 NOTES L I 1 CURRENT LIMITER SUB -PANEL "CLS" #T24 -12 -SM v 360 6 6 2 D ' 'JUNG' 6" RECESSED DOWNLIGHTS, HOUSING- SP696NTC, TRIM- SP696THZWW A A S (1) 50W PAR LAMP 1 1,5 1 12 L v.,� w�. _ 20/1 7 7 1 1225 2 20/1 R RECEPT - BACK WRAP QUADS 1 12 3 3 1. THE ELECTRICAL CONTRACTOR SHALL FIELD ( 720 8 8 Breaker L Line L Limit / 1,5 1 12 L LIGHTS- FITTING ROOMS DN. LTS /EIN /EXIT 2 20/1 9 9 1 20/1 R RECEPT - SHOW WINDOW 1 12 180 1 10 2 G 1 L s — — — ' ' 'LITHONIA LIGHTING' #SS -1 -17- MVOLT- GE81ORS' MIRROR COVE LIGHTING ( A 1 (1) 17W / 120V 1 1,5 1 12 L LIGHTS - TRACK LIGHTS (CLS #3) 2 20/1 1 11 1 1125 2 20/1 R RECEPT - SHOW WINDOW 1 12 1 L L -3 s 180 1 12 2 L L -5 S 1,5 1 12 L LIGHTS - TRACK LIGHTS (CLS #4) 2 20/1 1 13 1 1125 20/1 R RECEPT - SHOW WINDOW 1 12 3 L L -11 1 180 1 14 2 G2 L Ls = _ _ 3� L LITHONIA LIGHTING' #55- 1- 25- MVOLT- GEBIOR$ MIRROR COVE LIGHTING A A O 1 25W / 120V 1 1 5 1 12 L LIGHTS -TRACK LIGHTS (CLS #5) 2 20/1 1 15 1 1125 2 20/1 R RECEPT - SHOW WINDOW 1 12 4 L L -13 1 180 1 18 5 L L -15 S 15 1 1 L LIGHTS -TRACK LIGHTS (CLS #6) 2 20/1 1 17 1 1200 3 30/1 W WATER HEATER 1 10 4 4 LANDLORD SPACE _ 6 L L -17 1 ` , 2400 1 18 U ' ' ' 'LITHONIA LIGHTING' #C 1 32 120 GEB 3 A ( (1) F32 TES 20V. / 1 7 L L -19 A 1,5 1 12 L LIGHTS - TRACK LIGHTS (CLS #7) 2 20/1 2 19 1 1125 30/1 W WATER HEATER 1 10 4 4 _ _ � _ _ — — ` 2400 2 20 3 8 L L -21 ; ; 1 U ' ' 1,5 1 12 L LIGHTS - TRACK LIGHTS (CLS #8) 2 20/1 2 21 1 1125 2 20/1 R RECEPT -SALES ARE (WALL) 1 12 9 S SPACE - - 1 22 2 X N 'JUNO' #NXPB3R1,11-1 ILLUM. EXIT SIGN W/. SEALED, MAINTENANCE -FREE A A 1 120V / 277 VAC 1 10 S SPACE - - ' 1,3 1 12 L LIGHTS - EXIT/EM/NL 2 20/1 2 23 8 800 2 20/1 S STOREFRONT SIGNAGE 1 12 1 1,2 11 S SPACE - - X — 1 1500 2 24 12 S SPACE - - 2 SPARE 2 20/1 1 25 0 0 20/1 R RECEPT - Dm. DUPLEX (STOCK RM. DESK) 1 12 180 2 26 TO NEW PANEL ' X1 M 'JUNO' #NXESB1RAA ILLUMINATED EXIT SIGN W/ SEALED, A A 1 120V /277 VAC 0 SPARE 2 20/1 — 27 3 0 20/1 R RECEPT - QUAD (STOCK RM. DESK) 1 12 LOCATION. (VERIFY W WM X — 2 360 2 28 2 SPARE 2 20/1 3 0 20/1 R RECEPT - T.T.B. 1 12 U 2 360 3 30 X2 M 'JUNO' #NXFSB2RAA ILLUMINATED EXIT SIGN W/ SEALED, A A 1 120V / 2T7 VAC S SPARE 2 20/1 2 31 U 20/1 T TIMECLOCIVCONTACTOR 1 12 3 3 200 3 32 2 12 R RECEPT - STEREO SYSTEM 2 20/1 — 33 500 1 20/1 D DUCT SMOKE DETECTOR 1 12 3 3 — 2 200 3 34 2 Y B SURFACE MOUNTED DUAL HEAD EMERGENCY LIGHT UNIT W/ COMPACT A A 1 120V / 277 VAC 1 1 R RECEPT - STEREO SYSTEM 2 20/1 3 35 5 500 2 20/1 M MOTORIZED DAMPERS 1 12 200 3 36 CURRENT a 1) NEW 200A 3 3 1 12 R RECEPT - ANTI-THEFT SYSTEM 2 20/1 3 37 5 500 6 60/3 C CU-1/AHU-1 (NON - COINCIDENTAL LOAD) 4 4 TO C aw 1 4956 3 38 LIGHTS S 3P „1� 4 12 R RECEPT - STOCK RM /TOILETS /REF. 2 20/1 9 9 4 •• F FLA=41.3 (CLG) / 12.1 KW (HTG) 4 4 4956 4 40 • 12 R RECEPT - EDF (HALLWAY) 2 20/1 4 41 4 .. . .. 4 4 4956 4 42 . 'TOTAL L LOAD PER PHASE 1 14011 1 12836 1 14344 1 14344 VA / 120 V = 120 AMPS MINIMUM 28 CODUIT.— ( PANEL ■L■ _ _ (NEW) PANELBOARD SCHEDULE NOTES: 1 - CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125 %. 5 - THRU LIGHTING CONTACTORS (REFER TO LTG. CONTROL DIAGRAM) 2 - THRU 24/7 DIAL TIMECLOCK 6 - NOT USED (REFER TO LTG. CONTROL DIAGRAM) 3 - CIRCUIT BREAKER WITH LOCK -ON DEVICE 7 - NON- COINCIDENTAL LOAD (LARGEST OF CLG/HTG LOAD USED-) 4 - CIRCUIT BREAKER CAPABLE OF BEING LOCK IN THE OPEN POSITION NOTE-: EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS L LOAD CALCULATIONS A RESPONSIBILITY CODE: A FURNISHED BY PACIFIC SUNWEAR INSTALLED BY TEN. G.G. O ELECTRICAL EQUIPMENT ELEVATION 8 NOTE: IN ORDER TO INSURE PROMPT DELIVERY OF THE LIGHT FIXTURES, PACIFIC SUNWEAR HAS PRE - ORDERED ALL H LANDLORD SPACE TENANT SPACE P TOTAL DEMAND LOAD - 41,309 VA TO L.L. ELEC. RM. P 1 / \ T , RESPONSIBILITY SCHEDULE T * NON - COINCIDENTAL LOAD TIMECLOCK I 36■ , I ; MAX . 6' -6■ I FURNISHED : INSTALLED DEMOLITION EXIST. P PNL = = F ; >;: ; E PNL z ;: : o I- I lY ' D I D_ w z w w O z { � L T T C C L T T C C LANDLORD DISTRIBUTION PANEL S .. _ ,. _.._ ` _._.._........,...,.....,...... _..,.,,,.,..,.,..,.,.,, h S S . • S ' ' VERIFY AVAILABILITY FOR LOAD DEMAND I 1 _ -._... A NOTES • 1 ICA AN ELECTRICAL P ELSOARD LIGHTING CONTROL DIAGRAM M L N N E FIRE ALARM RISER DIAGRAM F FAULT CURRENT CALCULATIONS F.A. J - FAULT CURRENT CALCULATIONS (THREE PHASE) EXISTING F MARK F FAULT C POINT OF F FAULT @ L LINE W c = WIRE N WIRE S NO OF C "C" F FACTOR F FACTOR A CALCULATED I— ��INTERMATIC #T74018, 4PST, 120V A AJ FIRE ALARM PANEL A Fl S S.E.S. P PANEL 'L' 6 65,000 2 208 1 1 2 200 4 4/0 1 1 1 15082 7 7.17 0 0.12 7 7,957 • + SERIES RATING NOTES: IL + I I • I I . F . . 1 1. PROVIDE ENGRAVED NAMEPLATES TO COMPLY WITH NEC 110.22 AS FOLLOWS • • I I I AND SIGNS 1 L SMOKE DETECT' A F F A REPLACEMENT COMPONENTS REQUIRED. L R I I • S _ S (TYP.) R V O) (TYP.) V REPLACEMENT COMPONENTS REQUIRED. NOTES: * j N 1. ELECTRICAL CONTRACTOR SHALL CONFIRM COMPLETE FIRE ALARM SYSTEM REQUIREMENTS WITH FIRE MARSHALL OR ANY LOCAL AGENCIES HAVING JURISDICTIONS. A COMPLETE OPERATIONAL AND APPROVED FIRE ALARM SYSTEM FOR THIS PROJECT IS DEEMED PART OF THE ELEC. CONTRACTOR'S 4 ■ N Cl T TRACK LIGHTS N • o T ■L " PERIMETER WALL' 1 • ° O LIGHTING CONTROL KEYED NOTES 2 C2 T TRACK LIGHTS• O °o C SALES FLOOR 1 530 PAcsun. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. cx o a) 'E‘ L. a) a) -1-E1 U = O LO (/) CO W 0 Z IY W 2 z z 0 W IL ANDREW C. PANOPIO P.E. 4115 N. 13TH AVE PHOENIX. AZ 83015 (602) 265 -1559 PROJECT NO. 1 1.09 6.01 DATE: SCALE: 5/24/2011 1/4114-0" DRAWN BY: STAFF PROJECT No.: Si-IEET: E300 PSN -10 -016 NOTES ELECTRICAL SYMBOLS LIST GENERAL ELECTRICAL NOTES ANTI -TH EFT SYSTEM DETAIL 2. 3. 5. PROVIDE ENGRAVED NAMEPLATES ON PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS, ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED) AND VOLTAGE. VERIFY LOCATION OF ALL. FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH -IN. DATA, TELEPHONE AND TELEVISION CONDUIT SHALL BE MINIMUM 3/4' UNLESS OTHERWISE NOTED ON DRAWINGS. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY • SUPPLIED. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULL.WIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG 7. SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. 5. a. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. EXAMINATION OF BIDDING DOCUMENTS: EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR THEREIN WHICH HE MAY DISCOVER. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR ARE NOT COVERED BY b. ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR, MATERIALS, AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE IN BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. g. THE PERSON SUBMITTING THE REQUEST WILL. BE RESPONSIBLE FOR ITS PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY. THE SIGNING OF THE CONTRACT 10• WILL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT 11. AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. 12. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE 13. IN HIS BID, COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 14. WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM OT THE LATEST EDITIONS OF LOCAL STATE, AND NATIONAL CODES AND ORDINANCES. 15. PROVIDE PERMITS AND INSPECTIONS REQUIRED. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND 16. WORKMANSHIP WHICH MAY OCCUR UNDER USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 17. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH -IN. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS 18. SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO THE OWNER. CONTRACTOR SHALL BE REPSONSIBLE FOR REPLACING EQUIPMENT 19• WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY WIRING IN EQUIPMENT PROVIDED BY THIS CONTRACTOR. 1. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND /OR EQUIPMENT WILL NO BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC, SHALL BE CONNECTED AND OPERABLE. • PANEL DIRECTORIES SHALL. BE REMOVABLE. SUBMIT PROPOSED SCHEDULE OF DIRECTORIES TO OWNER FOR APPOVAL. ROOM NAMES AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. PROVIDE SELF ADHESIVE INDENTIFICATION INSIDE COVER OF EACH • FUSIBLE SWITCH, INDICATING SIZE AND TYPE OF FUSES PROVIDED. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB -ON -GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. JACKET OR PREMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. ALL BRANCH CIRCUIT AND FEEDER CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. FIRE ALARM, SOUND, TELEPHONE, DATA, AND SIMILAR SYSTEMS CONDUITS LARGER THAN II SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL OR OTHER RECOGNIZED TESTING FACILITY. LIGHTING: RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL RECESSED LIGHT FIXTURES. INSTALLATION OF LIGHT FIXTURES SHALL COMPLY WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. MOTORS: VERIFY LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGH -IN. SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. FIRE ALARM: CONTRACTOR SHALL PROVIDE DEVICES, CONDUIT, WIRES, AND CABLE AS DIRECTED BY EQUIPMENT MANUFACTURER. MATEIRALS, EQUIPMENT, AND WORKMANSHIP SHALL MEET PREVAILING CODES. THE SYSTEM SHALL BE COMPLETE AND OPERABLE IN EVERY RESPECT. THE LANDLORDS FIRE ALARM CONTRACTOR SHALL PERFORM ALL SYSTEMS CONNECTIONS AND DEVICE INSTALLATION WORK AT TENANTS EXPENSE. COMMUNICATIONS: SOUND SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, J -BOXES FOR SOUND SYSTEM COMPLETE RACEWAY SYSTEM. CONDUIT SHALL BE A MINIMUM OF 3/4' UNLESS NOTED. SOUND SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL SPEAKER WIRE, VOLUME CONTROLS, MICROPHONES, AMPLIFIERS, SPUTTERS, ETC. RECESSED FLOURESCENT LIGHT FIXTURE I- - - -I FLUORESCENT STRIP LIGHT FIXTURE LIGHT TRACK a WALL MOUNTED LIGHT FIXTURE x 2x4 RECESSED FLOURESCENT FIXTURE EMERGENCY WALL LIGHTING UNIT WITH BATTERY PACK • DUPLEX CONVENIENCE OUTLET • +15' A.F.F. U.N.O. th DUPLEX CONVENIENCE OUTLET, SPLIT WIRED, e +181 A.F.F. U.N.O. tiDEDICATED DUPLEX CONVENIENCE OUTLET • +18' A.F.F. U.N.O. • DUPLEX CONVENIENCE OUTLET • +421 A.F.F. U.N.D. :r. FOURPLEX RECEPTACLE O FLOOR OUTLET, HUBELL #5F3g25 BRASS OR APPROVED EQUAL © SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH EQUIPMENT © JUNCTION BOX, IN ACCESSIBLE LOCATION JUNCTION BOX IN ACCESSIBLE LOCATION WITH FLEXIBLE CONDUIT CONNECTION TO LIGHTING FIXTURE OR EQUIPMENT AS NOTED TELEPHONE OUTLET (WITH 3/41 C. STUBBED ABOVE • CEILING U.N.O.) • +16' A.F.F. ®TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4' E.C. ABOVE ACCESSIBLE CEILING V INTO ACCESSIBLE CEILING SPACE. INDICATES CIRCUIT IN CONDUIT CONCEALED IN OR UNDER FLOOR CONSTRUCTION OR BELOW GRADE INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL OR CEILING SPACE INDICATES HOMERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. NO HASH MARKS INDICATES 2 #I2 AWG, 1 #12 BOND, 1/2' CONDUIT PANELBOARD DISCONNECT SWITCH - SIZE AND FUSES PER F-1 MANUFACTURER'S RECOMMENDATIONS (WEATHER- PROOF WHERE OUTSIDE). THERMOSTAT OUTLET, +48' A.F.F. WITH 45 BOX AND PLASTER RING. /0/ MOTOR - SIZE AS INDICATED IN DRAWINGS SINGLE POLE SWITCH H.P. RATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION. (WEATHERPROOF WHERE OUTSIDE) 0 SMOKE DETECTOR (MATCH EXISTING) DUCT SMOKE DETECTOR (MATCH EXISTING) 1TC TIMECLOCK 'INTERMATIC, 114015. IIDD, PUSH BUTTON II BUZZER A.F.F. ABOVE FINISHED FLOOR A.D.A. AMERICAN WITH DISABILITIES ACT C. CONDUIT C/5 CIRCUIT BREAKER E.C. EMPTY CONDUIT WITH PULL CORD. E.D.F. ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH -IN REQUIREMENTS) EF EXHAUST FAN F.B.O. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT - INTERRUPTER GND GROUND 150 ISOLATED IG ISOLATED GROUND NL NIGHT LIGHT REC RECEPTACLE S.E.S. SERVICE ENTRANCE SECTION T.M.B. TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3 /4'D PLYWOOD WITH #6 CU. GROUND WIRE TO APPROVED GROUND. T.T.C. TELEPHONE TERMINAL CABINET. 30'Wx361Hx6'D 16 GA. WEATHERPROOF E/W HINGED LOCKABLE COVER 5/8' PLYWOOD BACKBOARD, PROVIDE A #6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. U.N.O. UNLESS NOTED OTHERWISE U/C UNDER COUNTER WN WATER HEATER WP WEATHERPROOF (RAINTIGHT) XFMR TRANSFORMER ADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 46' AND NO LOWER THAN 15' ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20' AND 25' IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FOR FORWARD APPROACH OR 46' FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24' IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL BENEATH A CONTROL. 1. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. 2. INFORMATION SHOWN ON PLANS AS EXISTING SHALL BE FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. 3. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED NATIONAL ELECTRICAL CODES AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 4. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELECTRICAL. REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLU- DING BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER OF ANY DISCREPANCY PRIOR TO ROUGH -IN AND WIRING OF EQUIPMENT. 5. ALL WIRING /CONDUCTORS SHALL BE COPPER, THHN/THWN OR XHNW INSULATED MINIMUM SIZE #12 INSTALLED IN METAL CONDUIT. MINIMUM CONDUIT SIZE TO BE 3/4'. PROVIDE INSULATED COPPER BOND WIRE ON ALL RACEWAYS SIZED PER N.E.G. ART 250. 6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING HARDWARE TO ACCONIODATE LIGHT FIXTURES USED. PROVIDE SLOPE CEILING ADAPTERS WHERE REQUIRED. 7. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. Premiere Guard with Floor Panel Electrical 24 VAC Power Supply FLC'J T> X BD+2`rd' AssernbIv an Conduit Requirements 24 hour ,Fiedicated NoriSliiilt ult. 2, 120 VAC. '. 3. 3 write tra-m:out let to P elan. De not ;:sh. re:.tleutral c- r:grourid Id until terrain ltici-n It the. parie:l._: 5 ".. less: than .5. . between neutral and, ground. di rcuit.bre k r labee led EA.5 system. i�r s .r:..r r r''..a ■ rr 4s* ■ r>si�rr t ar iif a ■ ra.fr ■.r si>. : -s ■a ■ rs rr>t f.'rfa ■.a i.a a a ._ .. . .: - . 1 r r a Rent to 2 1 arrrl r; In si It st1 re boll. l Ceiling Line Ire I:de 5torc • s • • • • .` a e a 8 .. • • .: a • 1 • i, • .. 1'. a: • Qor ntenrra. '} 5� r €:2 '8r' I1..:1' iulti ►Ie antenna r�tay h secfor larger entrar ces,: T end ap±er lrrg " #" € F ria ' t# rl ranc I " Ire fro e thr hold: or each �n n i i ing l nsta11 of 3r' n 'iwf ffIocil� i gf in.gt 1 e built upE prior tire:nchiir g S colt frorrt trench t >v rt i al lath ". Irl tall ' c' r LIi .: .1 • nip vs. isa e: � '. • Control Cab' i 25 ft nnax I eng h 1 (0 IVED • JUL 08 2011 PERMIT RECE CENTER 530 Pocsun. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. Ca 0.) 0 L.- 03) C :5 U O ...0 (/) 5 O U) CO H z o- 0- a s a ANDREW C. PANOPIO P.E. 4113 N. 13TH AVE PHOENIX. AZ 65015 (802) 265 -1559 PROJECT NO. 11.096.01 07 -01 -11 DATE: 5/24/2011 SCALE: DRAWN 8 SWEET: 1/4' -1' -O' E 4 0 0 Y ` STAFF PROJECT No.: PSN -10 -016 - A DETAIL 3 DETAIL 5 (TYP) EC; Et2 DETAIL 3.5 TM' BOSE DETAIL 1 DETAIL 3.5 DETAIL 4 DETAIL 4 TO DMX HEADEND Tll 1'l1 I \/ HEADEND TO DMX BOSE CCS4 DETAIL 2 \. IPOD INPUT DI- TA L 5 CAT5 2SH 3/4" CONDUIT CONDUIT STUBBED TO 4x4 J -BOX. MUST SUPPORT DS100SE WEIGHT (13 Ibs) ACCORDING TO LOCAL CODES. (CONDUIT SUPPLIED BY G.C.) DOUBLE GANG (RACO #231 OR EQ) JUNCTION BOX AND /OR PLATE IS REQUIRED TO ATTACH DS100SE BRACKET. ALL HARDWARE PROVIDED BY GC. BOX ASSEMBLY TO SUPPORT DS100SE WEIGHT (13 Ibs) ACCORDING TO LOCAL CODES. SUPPORT AS NECESSARY. BOSE SPEAKER TO BE INSTALLED USING APPROVED MOUNTING METHODS. SEE EQUIPMENT MANUAL FOR FURTHER DETAILS. PITCH SPEAKER 15° DOWNWARD. BOSI- 9S100SE I • TO DMX HEADEND DETAIL 5 (TYP) TO DMX HEADEND DETAIL 3 DETAIL 4 TO DMX DETAIL 3.5 I Agg TO DMX TO DMX HEADEND DETAIL 3.5 TM 00 T A 100W e0 0000 I TO DMX HEADEND ,,,\:. .•\ u.. TO DMX ETAIL 4 - DETAIL 3 Weight of fully equipped rack is approx. 225 Ibs. Support wall according to local codes. Use back board. Refer to rack's installation instructions. Rack Backboard BOTTOM OF RACK TO BE 7' -6" AFF. NOTE: G.C. TO VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS. 23.40 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 12.5 511 2I�2, II QgQ SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIII DETAIL 1 D IIIIIIIIIILLE v x Rack opening (12.5" x 12.5 ") 30.00 0 0 12.5 0 0 (2) 20 Amp dedicated circuits in a quad box. Installed by EC. (2) 4 "x4" J —Box for Audio Cables. Installed by EC. (1) Single gang J —box for telecom plate /jack. Installed by EC. EADE \D -Q, IPVE \T 5 —gcng J —box with Bose CC64 Controller DLTA 11 : °:I: °:1:0:1:0: B n B Singe gcng J —box with RCX —J2\ DJ plcte CO\ ROL \N Rack Backboard \OTE: Refer to cetc A/A704 for control plcte location. PLC. it Drop Down Cei in Rougm- Pcn n DI- TAIL 5 — BOS —16 \STALLATI0\ Singcgcng Jbox wits sg . \L4 co-ncctor pctc. A \ 4 P A Single—gcng J box with \L4 connector plcte cen terec between stcnccrcs. See c e tc i s 5& 6 o A503 per subs locctec in bccK of pilcsters A 5. \L4P ATH n DETAIL 5 (TYP) TERMINATE CONNECTING CABLE USING TERMINAL STRIP. MAKE SURE TO RUN CABLE TIGHTLY SECURED AT BACK POINT OF STACKS. WMB2— MA12EX PITCH LOCK UPPER BRACKET. PITCH STACKS 3° TO BOSE SPEAKER TO BE INSTALLED USING APPROVED MOUNTING METHODS. SEE EQUIPMENT MANUAL FOR FURTHER DETAILS. WMB— MA12EX BI— PIVOT BRACKET CONDUIT STUBBED TO SGL. GANG J —BOX SUPPLIED BY G.C. MOUNT J —BOX AT 1' -8" AFF. • r SYMBOL N DESCRIPTION BOSE DS100SE LOUDSPEAKER. CD-° TAP AT 100W BOSE DS100SE BOSE MA12 STACKS SPEAKER. 0 BOSE B1 BASS MODULE. II TAP AT 8 OHM 080SEDS1BF BOSE FREESPACE DS 16F FLUSH MOUNT LOUDSPEAKER. DMX WALL MOUNT EQUIPMENT RACK. > Q BOSE CC64 CONTROL CE \TER. C BOSE CC64 1 RDL RCX —J2N PLATE. IPOD INPUT 1 NL4 NL4 DMX NL4 SPEAKON PLATE. P P1 1 1 1 16/2 CABLE TYPE NUMBER OF CABLE RUN 1 \STALL WALL V STAC ,<S SP- PLACE B1 SP- A FR O\ T OP CO\ DI- TA L 3.5 \STALL WALL V(i)� RAC< \ STOCK ROO INSTALL RCX —J2\ \ PC \STALL- D OJ \TI- D BOSE v Al2 ER. SF- E DETAIL 4. R \ COLLV\ \ \ -CTOR J —BOX. SI-- \TFD QRV 'V. SF1- DF AT SWITCH F J —BOX. SEE D T E A \T L 1. GI IT - TA L 5. I\ STALL CC64 AT SW TC11 11 - G IT - C \ STALL- D 5 GA\ G J BOX. SE 3-TAIL 2. LSE ALL IV F-A\ S \ ECF-SSAR Y TO I- \SJRF \0 CAL- S AR1- V SIBL ° SOLD -R THE SPEAK -R WIR -S TO CO \ \I- CTORS 0\ T1 F BACK OF T \L4 P A TI- .D 0\ O T C R V P T TO THE Co\ \ PCTOR S. DI- TAIL 4 Bo P.AA17 STAC KS E WR -S Is RECEIVED JUL 08 2011 PERMIT CENTER 530 Pncsu11. • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. co Too o L a) (1) 4a. L. a) a) U U O -§ O cs (0(0 I- 0 LE 0 Z 0 2 I— Z H O � Q (n W Z ow (/) F R REFERENCE )1/4 /7* ONLY tai DATE: SCALE: 5/24/2011 N.T.S. DRAWN BY: ZAK PROJECT No.: SWEET: E600 PSN -10 -016 TO AV EQUIPMENT TO AV EQUIPMENT TO AV EQUIPMENT < �IJ I I I0._AV_EQUIPMEI�T� SEE NOTE 0 • AV EQUIPMENT SEE NOTE 3 Iv TO AV EQUIPMENT` � ..:.:. :. 1 I SEE NOTE 6 I SEE NOTE 4 I I SEE NOTE 4 rt. z z z r SYvBOL DESCR PTIO\ 1 SI \GL- GA\G STA \DARD DFPT I J -BOX WIT- PLASTFR RI \G. 1 1 4" SQ ,JARF TILITY BOX FLJSH VOJ \T \ WALL AS \OTED. 2 S \G F GA \G STA \DARD DEPT J BOX \STALLED ABOV- FI\ SI IFD CE LI \G. 3 4 EVE GA \G J -BOX I \STALL - D AT SW TC- -E G -T W TI I 3/4" C0\ D , I T TO 1\11- RFACF BOX ABOVE FI \ SH CE LI \ G. 3/4" DAVETER COND,1T. .......... H OC /!O , O!ND N ® =!S I . NSA P OOD EAK BOARD TO SUPPORT AUDIO RACK. INS =A (2) 4" sOUA - U=1,1 T sox -s =O AUDIO cAs, =s A _ ° E,D CONDUITS =!RM NAT!D A= THIS ,OCAT I ON. 1NSTA,, () S I N, =OANO J---=50X 51,0A AUDIO 50X-ES I TH 3/4" CONDUIT =ROM = ,E0OM 50AWW . NSTA (2) 120VAC, 20 AMP DES 0A =Z-D CIRCUITS I N A OUAD OUT,!T. RE'ER TO DMX =AV I.O 1 =OR D _A 1, . 2. NSTA A 5 =6AN6 =5OX AT S _CH H! OHT A171-1 A S 1 N6,! 6AN6 J =BOX A-- SA1 TC-E H -1 OHT 2' =H RIGHT. USE /4" CONDUIT =O OONN!C= THE TAO =EOX!S AND THEN A S NO,! 5/4" HOME- RUN TO THE -OU I PMENS RACK. RE=ER TO DMX=AV .01 =O _ . 3. AA MOUNTED S. 6AN6 J =5OX AT 11=5" A _. _. fiH DA V( aHAIN!D CONDO _ AS SHOINN ON THIS ,A r'OUT. - ! O DMVAV1.01 =OR DETA I , . . AA „_ MOUNTED SI NO,- OANO ® =5OX A_ 5” A. =. =. AIT-H DA15 CHAINED CONDU = AS SHORN ON THIS ,/A 'OUT. RE =ER TO DMX =AV .01 =OR D -TAI, . 5. 56, . OANO =ECX MOON =-ED A OV! = I N I SH OE I , I NO . 6. A MOUNTED DO,. OANO ,J=SOX AEO \! STANDARDS NTH DA 1 S'T' CHAINED COND./ 1 fi AS SHORN ON -H S ,A 'OU=. GE\ ER AL \OTES: - GC /FC RFSPO \SIBLI- FOR PROVID \G A \D \STALL \G ALL C0\9, 1T, J BOX - S, I- LF-- CTRICAL O,TLFTS, „\ STRJT, A \D PLYWOOD BAC< NG. - ALL , TILITY BOXES SHALL BE PROV D- D WITH SIR- L COV1- RS. ALL CO \D, T DIAV - T- RS S -ALL BF 3/4" „ \L- SS OT - RW S1- SP- C E ED. ALL CO \D,.,IT TO BF PROVIDED WIT- Pal STR \ GS. - ALL FXPOSED J -BOX - S A\3 CO\ D, I T TO BE PAI \ T- D WHITE. tH(91 4 49 RECEIVED JUL 08 2011 PERMIT CENTER 530 PACSUIT COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. REMENTS FOR REFERENCE ONLY DATE: SCALE: 5/24/2011 N.T.S. DRAWN BY: ZAK PROJECT No.: SHEET: E601 PSN -10 -016 25' -0" NOTE: MOUNT ALL DIFFUSERS IN SALES AREA AT 12' -6" A.F.F. vv -;..: n..•• v:•. 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MECHANICAL FLOOR PLAN NOTE: (EX) = EXISTING -X —X-- = EXISTING TO BE REMOVED I NOTE: THE RENOVATED OR REPAIRED ASPECTS OF THE EXISTING SYSTEM SHALL CONFORM TO THE SAME MANNER AND ARRANGEMENT AS WAS IN THE EXISTING SYSTEM, AND SHALL NOT CAUSE THE EXISTING SYSTEM TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. ' NOTE: ■CONTRACTOR SHALL KEEP ALL MECHANICAL, PLUMBING AND ELECTRICAL ITEMS OVER THE FITTING ROOMS, HALLWAY AND TOILET ROOM AND PLATFORM AS TIGHT TO THE SIDE WALLS AS POSSIBLE. KEEP THE MAIN AREA OF THE PLATFORM CLEAR. LANDLORD NOTES KEYED NOTES 1. ALL EQUIPMENT, DUCTWORK, CONTROLS ETC. NOT BEING REUSED SHALL BE REMOVED. DO NOT JUST ABANDON. 0 27 "0, 12 "0 NECK CD -1. BALANCE TO CFM NOTED. 2. CONTRACTOR SHALL FIELD CONDITIONS VERIFY EXISTING C 2 13.5 1) 0 6 If 0 NECK CD -2. BALANCE TO CFM NOTED. ) AND ESTABLISH A DISCREPANCY RESOLUTION PROCEDURE. 0 15x15, 12 "0 NECK CD -3. BALANCE TO CFM NOTED. 3. ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. 0 12x12, 8 "0 NECK CD -4. BALANCE TO CFM NOTED. 4. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD'S 0 32x26, 30x24 NECK RG -1. MOUNT AS HIGH AS POSSIBLE. COORDIANTE DESIGNATED ROOFER. EXACT PLACEMENT WITH PAC SUN CONSTRUCTION MANAGER. 5. ALL WORK SHALL BE SCHEDULE WITH LANDLORD'S FIELD 0 18x18, 16x16 NECK RG -2. REPRESENTATIVE. 0 24V. DUCT SMOKE DETECTOR TO SHUTDOWN UNIT WITHOUT DELAY. 0 3/4" CONDENSATE DRAIN LINE DOWN IN WALL TO DISCHARGE INTO MOP SINK. TURN PIPE IN A DOWNWARD POSITION. 0 PROGRAMMABLE T —STAT W/ REMOTE TEMPERATURE SENSOR. T —STAT 1 SHALL BE LOCATED IN METAL LOCKING ENCLOSURE. OUTSIDE AIR CALCULATION 10 TEMPERATURE ARCHITECT'S INTERIOR ERIOR ELEVATION. EXACT LOCATION WITH SENSOR SHALL BELO LOCATED IN A CLEAR PLASTIC LOCKING COVER. SALES: AREA = 2951 SF 11 8 "0 TOILET EXHAUST DUCT UP THROUGH ROOF TO CAP. LOCATE CAP. REQUIRED VENTILATION RATE = 0.30 CFM /SF MINIMUM 10' -0" AWAY FROM ANY FRESH AIR INTAKES. FIELD VERIFY. CFM = 2951 SF x 0.30 CFM /SF 12 3/4" SECONDARY CONDENSATE DRAIN LINE DOWN THRU CEILING TO CFM = 885 DISCHARGE OVER LAVATORY. EXTEND PIPE 1" BELOW CEILING AND FITTING ROOMS: PROVIDE ESCUCHEON PLATE TO MATCH CEILING. AREA = 263 SF REQUIRED VENTILATION RATE = 0.20 CFM /SF @ SECONDARY DRAIN PAN, 16 GA. GALV. STEEL WITH 3/4" DRAIN LINE. CFM = 263 SF x 0.20 CFM /SF 14 26x24 OUTSIDE AIR DUCT UP THRU ROOF TO ROOF CAP. CAP SHALL "GREENHECK" CFM = 53 BE EQUAL TO FABRAHOOD. @ 26x24 RELIEF AIR DUCT UP THRU ROOF TO ROOF CAP. CAP SHALL STOCK /BACK AREA: BE EQUAL TO "GREENHECK" FABRAHOOD. AREA = 859 SF REQUIRED VENTILATION RATE = 0.15 CFM /SF 16 MOTORIZED OUTSIDE AIR DAMPER WITH 24V., NORMALLY CLOSED ACTUATOR. MECHANICAL CONTRACTOR SHALL PROVIDE TRANSFORMER. CFM = 859 SF x 0.15 CFM /SF CFM = 129 17 MOTORIZED RETURN AIR DAMPER WITH 24V., NORMALLY OPEN ACTUATOR. MECHANICAL CONTRACTOR SHALL PROVIDE TRANSFORMER. TOTAL CFM REQUIRED = 1067 TOTAL CFM PROVIDED = 1070 18 MOTORIZED RELIEF AIR DAMPER WITH 24V., NORMALLY OPEN ACTUATOR. CALCULATED AS PER I.M.C. SECTION 403, TABLE 403.3. MECHANICAL CONTRACTOR SHALL PROVIDE TRANSFORMER. 19 NEW ROOF MOUNTED CONDENSING UNIT TO REPLACE EXISTING CONDENSING UNIT. FIELD VERIFY. 20 NEW AIR HANDLING UNIT TO REPLACE EXISTING AIR HANDLING UNIT. FIELD VERIFY. 0 EXISTING FIRE SPRINKLER LINE TO REMAIN AS IS. FIELD VERIFY. 22 18x18, 16x16 NECK RG -3. SCALE: 1/4" = 1' -0" CD S 3/4" CD< S 3/.4 "..:: ti. 12 "0 0 0 12 "0 MECHANICAL FLOOR PLAN - CONTINUED SCALE: 1/4" = 1' -0" ,z1,4;;;S/ RECEIVED JUL 08 2011 PERMIT CENTER 530 pocsuri• • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act 17 u.S.C. As amended January 2003. The rY protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 2 W A 5 A 5 Forl NP MECHANICAL, INC. ao 6UL WING ENGIP®tS 1717 W. NORIH91N AVE. SUITE 116 PHOEPEk ARIZONA BS021 (602) 24946311 PROJECT NO. 11089 • EXPIRES 08/12/12 DATE: SCALE: SHEET: 5/24/2011 AS NOTED M 0 0 DRAWN 5T: AR PROJECT No. PSN -10 -016 G 1, TRANE HVAC EQUIPMENT PACKAGE HEAT LOSS CALCULATION SPLIT SYSTEM HEAT PUMP UNIT MECHANICAL GENERAL NOTES EQUIPMENT PAaCAGE INCLUDES ALL TRANE HVAC EQUIPMENT AND RELATED ACCESSORIES SUCH AS CURBS, THERMOSTATS, HEATERS, ETC., AS SPECIFIED ON THE PLANS AND SPECIFICATIONS FOR PACIFIC SUNWEAR. FOR COMPLETE INFORMATION ON THE PACIFIC SUNWEAR EQUIPMENT PACKAGE CONTACT THE NATIONAL ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS: PATRICK BRONSON TRANE NATIONAL ACCOUNTS 17760 ROWLAND STREET CITY OF INDUSTRY, CA 91748 PHONE: 866 882 -1611 TOLL FREE PHONE: (626 ) 435 -1176 - DIRECT LINE FAX: (626) 913 -2489 EMAIL: pbronson@trane.com TOM CALLAGHAN TRANE NATIONAL ACCOUNTS 17760 ROWLAND STREET CITY OF INDUSTRY, CA 91748 PHONE: (866) 882 -1611 - TOLL FREE PHONE: (626) 435 -1181 - DIRECT LINE FAX: (626) 913 -2489 EMAIL: tcallaghan©trane.com ANY CHANGES OR VARIATIONS TO THE ORIGINAL EQUIPMENT PACKAGE THAT WOULD AFFECT THE HVAC EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OF THE ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS. NOTE: ORDERING PROCEDURES HVAC PACKAGE IS PROVIDED BY PACSUN AND INSTALLED BY G.C. G.C. SHALL CONTACT TRANE PRIOR TO BID SUBMITTAL TO RECEIVE UST OF ADDITIONAL MATERIALS/LABOR REQUIREMENTS THAT ARE TO BE INCLUDED IN THEIR BID DOCUMENTS. PARTS WARRANTIES TRANE WARRANTIES ALL PARTS FOR A PERIOD OF ONE (1) YEAR FROM INITIAL STARTUP OR 18 MONTHS FROM DATE OF SHIPMENT, WHICHEVER OCCURS FIRST. CERTAIN EQUIPMENT HAVE COMPONENTS NAT INCLUDE AND EXTENDED WARRANTY LONGER THAN ONE (1) YEAR. TRANE PARTS WARRANTIES BELONG TO THE EQUIPMENT OWNER. THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR FIRST YEAR LABOR WARRANTY, DEUVERY COORDINATION, RECEIVING AND INSTALLATION AS DESCRIBED IN THE SPECIFICATIONS. ROOF (AREA IN SQ. FT.) 4373 x 46.84 x 0.121 OUTSIDE WALL (AREA IN SQ. FT.) 0 0 OUTSIDE AIR (0.25 CFM /SF) (CFM) 1070 x 45.88 x 1.085 ADD ANY SPECIAL LOADS SUCH AS EXTERIOR GLASS, CUSTOMER ENTRANCES IN EXTERIOR WALLS, ETC. TOTAL HEAT LOSS (BTUH) INDOOR UNIT OUTDOOR UNIT MARK MODEL CFM E.S.P. "WP HP WEIGHT (LB) AUX. HEAT (KW) MARK MODEL COOLING CAPACITY (MBH) SENSIBLE TOTAL ENT. AIR ('F) DB WB HEATING CAP. (MBH) WEIGHT (LB) AHU -1 TWE120 4000 0.5 2 444 9.96 CU -1 TWA120 123.4 129.45 85 63 64.3 438 HEAT GAIN CALCULATION TRANE HVAC EQUIPMENT PACKAGE ROOF (AREA IN SQ. FT.) 4373 x 49.32 x 0.121 OUTSIDE WALL (AREA IN SQ. FT.) 0 0 LIGHTING ( WATTS) 9270 x 3.412 = 31629 PEOPLE ( #) 83x 245 20335 OUTSIDE AIR (SAME AS FOR HEATING) (CFM) 1070 x 8.74 x 1.095 EQUIPMENT OR OTHER SPECIAL LOADS AS APPLICABLE 9463 TOTAL SENSIBLE HEAT PEOPLE ( #) x 205 OUTSIDE AIR LATENT HEAT OTHER SPECIAL LOADS AS APPLICABLE 17015 _ -3500 0 TOTAL LATENT HEAT 13515 GRAND TOTAL NOTES: 1. UNITS SHALL BE AS MANUFACTURED BY: TRANE. 2. UNITS ARE SIZED FOR 857 SUMMER AMBIENT TEMPERATURE, 23'F WINTER TEMPERATURE. 3. COOLING CAPACITY, MINIMUM HEAT CAPACITY AND CFM ARE MINIMUM OUTPUT REQUIRED. ALL UNITS SHALL HAVE NO LESS THAN 98% OF THESE CAPACITIES. COOLING CAPACITY IS GROSS COIL CAPACITY REQUIRED (FAN HEAT NOT DEDUCTED). 4. PROVIDE FAN COIL UNIT WITH FILTERS AND FILTER RACK SIZED AT 500 FPM VELOCITY. 5. PROVIDE WITH PROGRAMMABLE THERMOSTAT: TRANE BAYSTAT052A AND THE REMOTE SENSOR IS A BAYSTAT060A. 6. PROVIDE WITH LOW AMBIENT OPERATION TO: 23 F. 7. UNITS VOLTAGE: 208V /3PH 8. PROVIDE CONDENSING UNITS WITH HAILGUARDS. NOTE: ALL DX SPLIT SYSTEM FAN COIL WITH REMOTE CONDENSING UNIT WITH REFRIG. LINES EXTENDING OVER "50" FT. IN LENGTH TO HAVE HARD START KIT, CRANK CASE HEATER, TIME GUARD, AND LIQUID SOLENOID VALVE AT CONDENSER. INSTALL AND ADJUST REFRIG. AND OIL CHARGE PER MFR'S RECOMMENDATIONS. NEW EXHAUST FAN SCHEDULE DAMPER OPERATOR ADJUST FROM FACE SIDE OF DIFFUSER. OPENING B OPPOSED BLADE DAMPER "TITUS" # D -75 MOUNT DIRECTLY TO DIFFUSER PRIOR TO INSTALLATION. MOUNT TIGHT TO GYP BOARD CEILING REMOVABLE INNER CORE ASSEMBLY. SPIRAL ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. FASTEN ROUND DIFFUSER TO ROUND DUCT FROM INSIDE VARIES S.A. DIFFUSER BALANCE TO CFM NOTED ON PLAN. NOMINAL ROUND DUCT SIZE D B 6 12 8 16 10 20 12 24 N.T.S. MEP LOAD DATA TABULATION MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. ( "W.C.) MOTOR HP V /PH BAROMETRIC DAMPER DRIVE SPACE # : 208 EF -1 TOILET ROOM BROAN 684 80 0.125 FRAC. 120/1 YES DIRECT NAME OF TENANT: PAC SUN EF -2 TOILET ROOM BROAN 684 80 0.125 FRAC. 120/1 YES DIRECT GROSS LEASED AREA IN SQ. FT. CALCULATED DESIGN HEATING LOAD CALCULATED DESIGN COOLING LOAD LANDLORD ALLOCATED AIR SUPPLY CALCULATED AIR SUPPLY 4373 MECHANICAL MAKE -UP AIR SYSTEMS(S)(IF APPLICABLE) TOTAL AIR SUPPLY TOILET EXHAUST SPECIAL EXHAUST TOTAL EXHAUST MBH 78.05 MBH 111.6 MBH N/A CFM 4000 CFM N/A CFM 4000 CFM+ 160 CFM 0 NEGATIVE /POSITIVE PRESSURE (AIR SUPPLY - EXHAUST) CALCULATED LOSS IN DUCTWORK CFM+ 3840 0.35 CALCULATED S.P. LOSS IN DIFFUSERS AND DAMPERS ETC. TOTAL EXTERNAL STATIC PRESSURE IN WATER COLUMN ROUND SUPPLY AIR DIFFUSER DETAIL 0.15 0.5 PLUMBING (EXISTING) SPIRAL ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. MANUAL BALANCING DAMPER. TRANSITION S.A. DUCTWORK TO 12 "0 TO FIT 12 "0 NECK OF DIFFUSER. 12' -6" A.F.F. S.A. DIFFUSER WITH 12 "0 NECK & 27 "0 TOTAL OUTSIDE DIAMETER. BALANCE TO CFM NOTED ON PLAN. N.T.S. DOMESTIC H.W. HEATERS STORAGE NUMBER OF W.C. FIXTURE UNITS GALLONS 0 10 F.U. NUMBER OF LAVATORIES FIXTURES UNITS NUMBER OF COMMERCIAL SINKS OTHER EQUIPMENT USAGE 4 F.U. 0 GPM 0.5 NEW GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE BACK PAN/ NECK SIZE BORDER TYPE FRONT BLADES DAMPER CD -1 CEILING DIFFUSER TITUS TMRA -AA ALUMINUM 27 "0 12 "0 ROUND FIXED CONE OPPOSED BLADE CD -2 CEILING DIFFUSER TITUS TMRA STEEL 13.5 "0 6 "0 ROUND FIXED CONE OPPOSED BLADE CD -3 CEILING DIFFUSER TITUS TDC -AA ALUMINUM 15x15 SEE PLAN TYPE -1 FLANGE 4 -WAY FIXED OPPOSED BLADE CD -4 CEILING DIFFUSER TITUS TDC STEEL 12x12 SEE PLAN TYPE -1 FLANGE 4 -WAY FIXED OPPOSED BLADE RG -1 RETURN GRILLE TITUS 3F ALUMINUM 32 "x26" 30 "x24" TYPE -1 SURFACE LONG NONE 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPUCATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, UCENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK AS REQUIRED. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPUTTER DAMPERS, AIR EQUAUZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. DUCTWORK SHALL BE SPIRAL ROUND GALVANIZED SHEET METAL OF LOCK FORMING QUAUT', ALL JOINTS AND SEAMS SHALL BE SEALED IN A MANNER TO PROVIDE A COMPLETE VAPORIIGHT ENCLOSURE. 24ga: UP TO 36 "0, 22ga: 36 "0 AND OVER. FIRST 15 FEET OF DUCT FROM EQUIPMENT SHALL BE UNED 1" HEAVY DENSITY ACOUSTICAL INSULATION. 7. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTERNAL INSULATION FINISHED WITH A VAPOR BARRIER, UL AND 90A USTED, SHALL BE EQUIPPED WITH DAMPER- EXTRACTOR AT THE SHEET METAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. NO FLEX DUCT SHALL BE USED IN "OPEN" CEIUNG AREA$. 8. FLEXIBLE DUCTWORK SHALL NOT EXCEED 4 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS - SECTIONAL AREA OF THE DUCT, AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. NO FLEX DUCT SHALL BE USED IN "OPEN" CEIUNG AREAS, 9. ALL WORK SHALL BE LOCATED TO AVOID CONFUCTS WITH OTHER TRADES, PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 10. PROVIDE A READY - TO-USE SYSTEM WITH ALL WORK GUARANTEED IN WITTING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO TENANT. 11. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR UNES 1' AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1 -1/4' AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR UNES 1 -1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 12. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0." DUCTWORK MATERIALS SHALL BE PER APPUCABLE MECHANICAL CODE. 13. PROVIDE DUCT SMOKE DETECTORS IN SA DUCTS, TO OVERRIDE UNIT AND PROVIDE SHUTDOWN UPON DETECTION OF SMOKE AS REQUIRED. THE DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM IF REQUIRED. THE ACTUATION OF THE SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. 14. PROVIDE, AS PART OF THE MECHANICAL CONTRACT, SERVICES OF AN INDEPENDENT AIR/WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL SUBMIT (3) COPIES OF THE BALANCE REPORT TO THE CONSTRUCTION MANAGER. RG -2 RETURN GRILLE TITUS 23R STEEL 18 "x18" 16 "x16" TYPE -1 SURFACE NONE HVAC NOTES RG -3 RETURN GRILLE TITUS 3F ALUMINUM 18 "x18" 16 "x16" TYPE -1 SURFACE NONE NOTES: 1. ALL SALES AREA AND STOCK ROOM DIFFUSERS AND GRILLES SHALL BE ALUMINUM AND REMAIN UNPAINTED. 2. ALL OTHER DIFFUSERS AND GRILLES SHALL BE STEEL AND BE STANDARD #26 WHITE FINISH. RESPONSIBILITY SCHEDULE ITEM FURNISHED INSTALLED EXIST. cc a cc 0 5 0 v a SPCL ACTION REMARKS MECHAMCAL L T C L T C AIR HANDUNG UNIT I CONDENSING UNIT • • • • VAV BOXES CONTROLS SUPPLY AND R A DUCTWORK PER PLAN ALL DIFFUSERS / GRILLES THERMOSTATS ROUND SUPPLY AIR DIFFUSER DETAIL TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING LINE STRAP FLEXIBLE DUCT MAX. 4' -0" LENGTH GYP BOARD CEILING -\ 2" ©© f ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP W/ TIGHTENING SCREW SECURE STRAP W / `SHEET METAL SCREWS 3 O.C. MAX. 24 "x24" "TITUS" TRM -RAPID MOUNT FRAME 24 "x24" "TITUS" MODEL # TDC, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3- LAY -IN DIFFUSER N.T.S. METAL LOCKING COVER(S) • • • • • • • • • • W/ REMOTE SENSOR MECHANICAL EQUIPMENT DRAW - THROUGH UNIT EXTEND AIR VENT TO ATMOSPHERE NOTE: H= TOTAL FAN STATIC PRESSURE S= SAFETY ALLOWANCE = 1" UNION TO INDIRECT WASTE RECEPTOR N.T.S. TOILET ROOM EXHAUST FAN AIR BALANCE REPORT BY INDEPENDENT CONTRACTOR • • FIRE DAMPERS • AS REQUIRED DRAW- THROUGH CONDENSATE DRAIN DETAIL SMOKE REMOVAL SYSTEM • • INCL ALL CONTROLS AND STARTER MOTORS MODIFY SPRINKLER SYS. • • SEQUENCE OF CONTROL ROUND SUPPLY AIR DIFFUSER DETAIL 1. SELECTOR SWITCH IN "ON" POSITION, SYSTEM IS RUNNING. A. OUTSIDE AIR TEMPERATURE ABOVE 60 DEG. 1. OUTSIDE AIR DAMPER TO BE AT MINIMUM POSITION (BALANCE TO 835 CFM FOR AHU -1) 2. RETURN AIR DAMPER FULLY OPEN. 3. RELIEF AIR DAMPER CLOSED. 4. ROOM THERMOSTAT MODULATES COOLING CYCLE (CU -1) TO MAINTAIN 75 DEG. F. B. OUTSIDE AIR TEMPERATURE BELOW 60 DEG. F. 1. COOLING CYCLE (CU -1) DE- ENERGIZED. 2. OUTSIDE AIR DAMPER FULLY OPEN. 3. RETURN AIR DAMPER FULLY CLOSED. 4. RELIEF AIR DAMPER FULLY OPEN. 5. ROOM THERMOSTAT CYCLE SUPPLY FAN TO MAINTAIN 75 DEG. F. 6. WHEN OUTSIDE AIR DAMPER IS AT MINIMUM POSITION RETURN AIR DAMPER FULLY OPEN AND ROOM TEMPERATURE FALLS BELOW 70 'F, THERMOSTAT SHALL ACTIVATE HEATING CYCLE (HEATPUMP & ELECT. HEAT) TO MAINTAIN ROOM TEMPERATURE OF 70 'F. C. SMOKE IS DETECTED. 1. A/C SYSTEM DE- ENERGIZED. 2. OUTSIDE AIR DAMPER FULLY CLOSED. NOTE- PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED/HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE UNE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFUCT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. 1. ALL WORK TO BE PER THE LANDLORD REQUIREMENTS, AS WELL AS ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE PER ASHRAE AND SMACNA GUIDEUNES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPUTTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY (EXCEPT AS NOTED). VERIFY STRUCTURAL AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS (IF ANY) TO BE MADE PER LANDLORD REQUIREMENTS. VERIFY DETAILS WITH MALL MANAGEMENT. 6. PROVIDE AND INSTALL THERMOSTATS AS SHOWN ON SHEET M100. VERIFY EXACT LOCATIONS WITH CONSTRUCTION MANAGER. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEIUNG DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES, ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. TENANT GC SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. COORDINATE WITH MALL MANAGEMENT FOR INTERLOCKING WITH MALL CONTROL SYSTEM (AS REQUIRED). DUCTWORK SYMBOLS SINGLE DOUBLE ABBR. • DESCRIPTION RECTANGULAR DUCT C C 3 ROUND DUCT f jr-")? - • 45 DEG. TAP: USE AT BRANCH DUCTS ONLY DUCT SPUT W/DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH • 90 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES • FLEXIBLE DUCT CONNECTION L Jr FD FIRE DAMPER + BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) NEW TO EXISTING CONNECTION • SPIN -IN FLEX DUCT TAKE -OFF W/DAMPER • SA SUPPLY AIR • EXH EXHAUST AIR RA RETURN AIR • REL REUEF AIR OSA OUTSIDE AIR • S 530 pncsuri• • COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. co 'Q si o L VJL._ a) co a) 0 U O co _c us) • � O � O Lc) = ci) co I- CAL SCHEDULES AND z z U w E a Fill lif �NP MECHANICAL, INC. aoNSU ENGNEt315 1717 WLTNG . NORTHERN AVE SURE 116 PHOENIX, ARIZONA 85021 (602) 249411 PROJECT NO. 11089 • REMOTE TEMPERATURE SENSOR X: UNIT OR ZONE NUMBER • T THERMOSTAT W/ METAL LOCKING COVER • SD DUCT SMOKE DETECTOR bit RECEIVED JUL 08 2011 PERMIT CENTER DATE: SCALE: 5/24/011 AS NOTED DRAWN BY: m200 AR SHEET: PROJECT No.: PSN -10 -016 HOT WATER FULL SIZE A.S.M.E. CODED TEMP. & PRESSURE RELIEF VALVE DIELECTRIC UNION (TYP) FULL SIZE T & P DRAIN TO APPROVED RECEPTOR PROVIDE 24 "x24 "x4" DEEP 20ga GALVANIZED STEEL DRAIN PAN, WELD ALL SEAMS WATER TIGHT. PROVIDE 1" DRAIN LINE IN BOTTOM OF PAN, SEAL DRAIN LINE INTO BOTTOM OF PAN WATER TIGHT. COLD WATER SHUTT –OFF VALVE EXPANSION TANK "WATTS" # DET -5 NOTE: PROVIDE HEAT TRAPS ON INLET AND OUTLET OF WATER HEATER 1" DRAIN TO APPROVED RECEPTOR N.T.S. PLUMBING FIXTURE SCHEDULE PLUMBING GENERAL NOTES FDCTUW SPECFICATIONS FIXTURE CONNECTIONS FMTUIE UNITS MARK HWC DESCRIPTION HANDICAPPED WATER CLOSET MANUFACTURER AND MODEL MSBER ACCESSORIES/ REMARKS COLD WATER HOT WATER WASTE VENT QUANTITY OF FDCTU;CES WATER F.U. WASTE F.U. EACH TOTAL EACH TOTAL "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 FLUSH TANK 1.4 GPF VITREOUS CHINA, 17.25" HIGH ELONGATED BOWL, PROVIDE SOLID PLASTIC SEAT WITH OPEN FRONT AND COVER 1/2" 4" 2" 2 5 10 6 12 LAV LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD" #0355.012 LUCERN "RELIANT" #2385.063 SINGLE LEVER FAUCET PROVIDE WITH "TRUEBRO" HANDI LAV - GUARD #102 P –TRAP AND WATER LINES INSULATION PER HANDICAP. REQMTS. AERATOR, CAST GRID STRAINER, 1 -1/4" 0.D. TAILPIECE, CHROME FINISH 1/2" 1/2" 2" 1 -1/2" 2 2 4 2 FD FLOOR DRAIN "J.R. SMITH" #2005 Y –B SQUARE TOP W/ TRAP PRIMER CONNECTION 3" 1 -1/2" 2 3 6 WATER HEATER DETAIL TRAP PRIMER "PPP INC." #PRIME RITE PR -500 PROVIDE W/ ACCESS PANEL AND SHUT –OFF VALVE 1/2" 2 CHROME WALLCOVER AND SCREW. 1/8" C.I. BEND l MAY EXTEND AS A WASTE OR VENT NO HUB COUPLING WALL PLUGGED TEE W /CLEANOUT FLOOR LINE jr- . o e BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. N.T.S. WH ELECTRIC WATER HEATER "A.O. SMITH" #DEL -6 6 GAL. CAPACITY 1500 W HEATING ELEMENT 23 GPH © 80'F RISE SEE ELECTRICAL DRAWINGS FOR VOLTAGE /PHASE 3/4" 3/4" 1 EDF ELECTRIC DRINKING FOUNTAIN BARRIER FREE "OASIS" #P8ACSL (SPLIT LEVEL) 8.0 GPH OF 50'F WATER 2 –FRONT PAD ACTIVATION AT EACH LEVEL 5 –YEAR WARRANTY 1/2" 2" 1 -1/2" 1 2 2 1 1 MS MOP SINK 24" X 24" X 10" DEEP FLOOR BASIN "FIAT PRODUCTS" #MSB -2424 SERVICE FAUCET #830 –AA INTEGRAL STOPS, PAIL HOOK 3/4" HOSE END SPOUT ADJUSTABLE WALL BRACE STAINLESS STEEL STRAINER 3/4" 3/4" 3" 1 -1/2" 1 NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS, WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. TOTALS 4 3 3 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK AS REQUIRED. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO ENSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. NOTIFY CONSTRUCTION MANAGER OF ANY DISCREPANCIES IMMEDIATELY. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO –HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K" SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT AND COLD WATER LINES WITH 1" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. 20 24 PLUMBING SYMBOL LIST SYMBOL ACCESS PANEL AS REQUIRED FOR IN WALL LOCATIONS. WALL CLEANOUT DETAIL r / DEBRIS LOOP 1/2" WATER SUPPLY LINE L__ NOTE: INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. _ SHUT –OFF VALVE TRAP PRIMER DEVICE "PPP INC." FR– 500 OR EQUAL. DISTRIBUTION UNIT "PPP INC." #DU –U OR EQUAL (PROVIDE FOR MULTIPLE FLOOR DRAINS) 1/2" WATER SUPPLY PIPE TO FLOOR DRAIN N.T.S. TRAP PRIMER DETAIL !NOTE: TENANT G.C. SHALL KEEP ALL M,P & E'S OVER THE HALLWAY AND TOILET ROOM PLATFORM AS TIGHT TO THE SIDE WALL AS POSSIBLE. KEEP THE MAIN AREA OF PLATFORM CLEAR. v.. \ \ \:.:.} \•.}�:. n4... \ \.:.t ;.%:..':::;: i:.} •J:.}:.:J::': ?n:.}::.::v::.:0:: }iv.:n....Y:: ,- .:J \.y::vi: v.:: i::.:v;.v..�.:.::�' �:; i. �::.:.; .,..}.... ��tit: %: t :� �:. •.,.nn. ,vin,..• . .. t.. t...... t::::: i::?•.•>: titt::}....::{., n... n...... nn. n. A. v ....... \........::}.Cnvn....�:. . .: .i:::.w.v:: �. • \•.v. •v. *:: t,t�n.:�...: .v v: t.:tt ..... n ............... n....... t.... t................ .............,.nn.n..nn........ v..t.t..... n....... n \! ?J..:•:At't. , t...... ............. .. WH ABOVE RESTROOM PLATFORM 1/2" TP IN 12X12 ACCESS PANEL (TYPICAL OF 2) HOT & COLD WATER SCHEMATIC N.T.S. A 2" NEW 2" VENT LINE TO EXTEND AND CONNECT TO EXISTING MAIN 2" VENT LINE SERVING FORMER RESTROOM LOCATION. FIELD VERIFY EXACT POINT OF LOCATION. 2 1 2 61 2" 1 ' 1 " l�J 4 ` 1?! 1 2" , u 1 -1/2" (1-1/2» 1 2" ▪ �' I WASTE AND VENT SCHEMATIC N.T.S. 1 NOTE: PRIOR TO CONSTRUCTION / BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. 1 NOTE: THE PLUMBING CONTRACTOR SHALL PROVIDE AN R -10 INSULATION UNDER WATER HEATER PER SECTION 1441, 2009 WASHINGTON STATE ENERGY CODE. NEW 1" CW LINE TO CONNECT TO EXSTING MAIN 1" CW LINE SERVING FORMER RESTROOM LOCATION. PROVIDE WITH BALL TYPE SHUT –OFF VALVE. FIELD VERIFY EXACT POINT OF CONNECTION AND SIZE. —G- -TW- -D- DESCRIPTION SOIL WASTE LINE (W) VENT LINE (V) COLD WATER (C.W.) HOT WATER (H.W.) HOT WATER RETURN GAS LINE TEMPERED WATER DRAIN LINE BUILDING SEWER FLOOR DRAIN (F.D.) FLOOR SINK (F.S.) ROOF DRAIN (R.D.) OVER FLOW DRAIN SYMBOL —III — O S. C.O. O F.C.O. —1b1- - R.D. L.- - O.D.L.- -CD— DESCRPTION SHUT OFF VALVE (GATE) CHECK VALVE UNION LUBRICATED PLUG VALVE HOSE BIBB (H.B.) BRANCH RISE OFF MAIN SURFACE CLEANOUT FLOOR CLEANOUT GLOBE VALVE BALL VALVE ROOF DRAIN LEADER OVERFLOW DRAIN LEADER CONDENSATE DRAIN LINE -1 WCO WALL CLEANOUT —ICW- ® POINT OF CONNECTION NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY INDUSTRIAL COLD WATER RESPONSIBILITY SCHEDULE REM FLRRNSFm MSTALLE) EXIST. PLUMBING / TOLET T EXTEND WASTE / VENT LINES WITHIN SPACE EXTEND WATER LINES WITHIN SPACE LOCATE ACCESS WASTE STUB –UP WATER CLOSET & LAV. MOP SINK. DRINKING FOUNTAIN FLOOR DRAIN / TRAP PRIMER WATER HEATERS(S) GRAB BARS MIRROR(S) 1 V C • • • • • • • • • • 1 1 REMARKS T C • • • • • • FIELD VERIFY FIELD VERIFY FIELD VERIFY • • • • TENANT G.C. TO SILICONE AROUND FRP PANELS/ J– MOLDING • PAPER TOWEL HOLDER SANITARY RING HOLDER • • TOILET PAPER DISPENSER • • • • • TRASH CAN BACKING FOR ALL ITEMS LISTED ABOVE AS REQ. CODE RELATED SIGNAGE • • • • • • WH MOUNT ABOVE RESTROOM PLATFORM. SEE DETAIL ON THIS SHEET. NEW 4" WASTE LINE TO EXTEND " AND CONNECT TO EXISTING MAIN 4" WASTE LINE SERVING FORMER RESTROOM LOCATION. FIELD VERIFY EXACT POINT OF LOCATION, SIZE AND DIRECTION OF FLOW. D 11- Uo( PLUMBING FLOOR PLAN 1/4"=1'-0" 9 44, RECEIVED JUL 08 2011 PERMIT CENTEF 530 PAcsun. COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. co c 0 O 0 a) c cD O Aaa 0 0 Cl (i) }, O 0 LC) = U) H z 0 0 J L.L 0 Z J w 0 z cc w m 2 0 z z w r fNP ME HANKAL, INC w rimier wl�.�un�� III manna 1 »e DATE: SCALE: SHEET: 5/24/2011 AS NOTED p 00 DRAWN BY: AR PROJECT Nom PSN -10 -016